Data Sheet Retrieval 

The NGS Data Sheet

PETERSBURG AIRPORT CONTROL
See file dsdata.txt for more information about the datasheet.

DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 6.61 1 National Geodetic Survey, Retrieval Date = JULY 30, 2002 AA1888
***********************************************************************
AA1888 DESIGNATION - PSG A AA1888 PID - AA1888 AA1888 STATE/COUNTY- AK/WRANGELL-PETERSBURG AA1888 USGS QUAD - PETERSBURG D-3 AA1888 AA1888 *CURRENT SURVEY CONTROL AA1888
___________________________________________________________________
AA1888* NAD 83(1992)- 56 48 16.77066(N) 132 56 00.40035(W) ADJUSTED AA1888* NAVD 88 - AA1888
___________________________________________________________________
AA1888 X - -2,384,175.421 (meters) COMP AA1888 Y - -2,562,676.875 (meters) COMP AA1888 Z - 5,314,046.520 (meters) COMP AA1888 LAPLACE CORR- -6.09 (seconds) DEFLEC99 AA1888 ELLIP HEIGHT- 29.82 (meters) GPS OBS AA1888 GEOID HEIGHT- 0.44 (meters) GEOID99 AA1888 AA1888 HORZ ORDER - FIRST AA1888 ELLP ORDER - FOURTH CLASS I AA1888 AA1888.The horizontal coordinates were established by GPS observations AA1888.and adjusted by the National Geodetic Survey in April 2000. AA1888.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AA1888.DATUM ITEM on the data sheet items page. AA1888 AA1888 AA1888.
Photographs
are available for this station. AA1888 AA1888.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA1888 AA1888.The Laplace correction was computed from DEFLEC99 derived deflections. AA1888 AA1888.The ellipsoidal height was determined by GPS observations AA1888.and is referenced to NAD 83. AA1888 AA1888.The geoid height was determined by GEOID99. AA1888 AA1888; North East Units Scale Converg. AA1888;SPC AK 1 - 553,586.940 863,464.207 MT 0.99990644 +0 36 48.8 AA1888;UTM 08 - 6,297,546.360 626,184.926 MT 0.99979526 +1 43 46.3 AA1888 AA1888
|----------------------------------------------------| AA1888| PID Reference Object Distance Geod. Az | AA1888| dddmmss.s | AA1888| AA1890 PSGB 144.086 METERS 10320 | AA1888
|-------------------------------| AA1888 AA1888 SUPERSEDED SURVEY CONTROL AA1888 AA1888 NAD 83(1992)- 56 48 16.76798(N) 132 56 00.40198(W) AD( ) B AA1888 ELLIP HT - 30.06 (m) GP( ) 4 2 AA1888 NGVD 29 - 27.1 (m) 89. (f) GPS OBS AA1888 AA1888.Superseded values are not recommended for survey control. AA1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA1888.See file dsdata.txt to determine how the superseded data were derived. AA1888 AA1888_MARKER: DD = SURVEY DISK AA1888_SETTING: 30 = CONCRETE BASE FOR RUNWAY SIGN AA1888_STAMPING: PSG A 1993 AA1888_MARK LOGO: NOS AA1888_MAGNETIC: O = OTHER; SEE DESCRIPTION AA1888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AA1888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA1888+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1999 AA1888 AA1888 HISTORY - Date Condition Report By AA1888 HISTORY - 1993 MONUMENTED NOS AA1888 HISTORY - 19990806 GOOD R+MCON AA1888 AA1888 STATION DESCRIPTION AA1888 AA1888'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF) AA1888'THE STATION IS LOCATED AT THE PETERSBURG AIRPORT ADJACENT TO THE AA1888'TAXIWAY BETWEEN THE APRON, AND THE RUNWAY. CONTACT THE AIRPORT AA1888'MANAGER, KENNEY HAGERMAN AT (907) 772-46624 FOR ACCESS. THE STATION IS AA1888'22.7 M (74.5 FT) NE FORM THE CENTERLINE OF THE TAXIWAY, AND IS SET IN AA1888'THE CONCRETE BASE OF THE TAXIWAY SIGN ON THE NORTH SIDE OF THE AA1888'TAXIWAY. AA1888 AA1888 STATION RECOVERY (1999) AA1888 AA1888'RECOVERY NOTE BY R + M CONSULTANTS INCORPORATED 1999 (RHB) AA1888'RECOVERY NOTE BY R+M CONSULTANTS 1999 (RHB) . THE STATION IS LOCATED AA1888'APPROXIMATELY 1.6 KM (1.00 MI) SOUTHERLY OF PETERSBURG ALASKA AT THE AA1888'PETERSBURG JAMES A JOHNSON AIRPORT. OWNERSHIP-- STATE OF ALASKA, C/O AA1888'AIRPORT MANAGER JERRY KVERNIK, PO BOX 1108, PETERSBURG ALASKA AA1888'99833-1108, PHONE NUMBER 907-772-4624, FAX NUMBER 907-772-3641. AA1888'AIRPORT ACCESS IS RESTRICTED. CONTACT THE AIRPORT MANAGER A MINIMUM AA1888'OF 24 HOURS PRIOR TO ENTRY. AA1888'TO REACH THE STATION FROM THE INTERSECTION OF NORDIC DRIVE AND HAUGEN AA1888'DRIVE, IN DOWNTOWN PETERSBURG, PROCEED EASTERLY 1.6 KM (1.00 MI) ON AA1888'HAUGEN DRIVE TO THE AIRPORT AND GATE 5 ON THE RIGHT, BETWEEN THE AA1888'ALASKA AIRLINES TERMINAL AND THE NORDIC AIR HANGER. TURN RIGHT AND AA1888'PROCEED THROUGH GATE 5 AND SOUTHEASTERLY 0.16 KM (0.10 MI) ACROSS THE AA1888'APRON AND ALONG THE EASTERLY EDGE OF THE TAXIWAY TO THE RUNWAY HOLD AA1888'LINE AND THE STATION ON THE LEFT. AA1888'THE STATION IS A STANDARD NOS BRASS DISK STAMPED --PSG A 1993-- AND AA1888'SET FLUSH IN THE NORTHEAST CORNER OF THE CONCRETE BASE SUPPORTING AA1888'RUNWAY SIGN 22-4. THE STATION IS LOCATED ON THE EXTENDED LINE AA1888'EASTERLY OF THE TAXIWAY HOLD LINE, 22.6 M (74.1 FT) 48 DEGREES AA1888'MAGNETIC AZIMUTH FROM TAXIWAY CENTERLINE, AND 0.2 M (0.7 FT) NORTH AA1888'MAGNETIC AZIMUTH FROM THE NORTH CORNER OF RUNWAY SIGN 22-4. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2002 AI4917
***********************************************************************
AI4917 FBN - This is a Candidate for Federal Base Network Control. AI4917 PACS - This is a Primary Airport Control Station. AI4917 DESIGNATION - PSG D AI4917 PID - AI4917 AI4917 STATE/COUNTY- AK/WRANGELL-PETERSBURG AI4917 USGS QUAD - PETERSBURG D-3 AI4917 AI4917 *CURRENT SURVEY CONTROL AI4917
__________________________________________________________________
AI4917* NAD 83(1992)- 56 48 12.29624(N) 132 56 03.95116(W) ADJUSTED AI4917* NAVD 88 - AI4917
___________________________________________________________________
AI4917 X - -2,384,298.099 (meters) COMP AI4917 Y - -2,562,720.273 (meters) COMP AI4917 Z - 5,313,970.006 (meters) COMP AI4917 LAPLACE CORR- -5.98 (seconds) DEFLEC99 AI4917 ELLIP HEIGHT- 28.94 (meters) GPS OBS AI4917 GEOID HEIGHT- 0.44 (meters) GEOID99 AI4917 AI4917 HORZ ORDER - B AI4917 ELLP ORDER - FOURTH CLASS I AI4917 AI4917.This mark is at Petersburg/james C Johnson Airport (PSG) AI4917 AI4917.The horizontal coordinates were established by GPS observations AI4917.and adjusted by the National Geodetic Survey in April 2000. AI4917.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI4917.DATUM ITEM on the data sheet items page. AI4917 AI4917 AI4917.GPS derived orthometric heights for airport stations designated as AI4917.PACS or SACS are published to 2 decimal places. This maintains AI4917.centimeter relative accuracy between the PACS and SACS. It does AI4917.not indicate centimeter accuracy relative to other marks which are AI4917.part of the NAVD 88 network. AI4917 AI4917.
Photographs
are available for this station. AI4917 AI4917.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI4917 AI4917.The Laplace correction was computed from DEFLEC99 derived deflections. AI4917 AI4917.The ellipsoidal height was determined by GPS observations AI4917.and is referenced to NAD 83. AI4917 AI4917.The geoid height was determined by GEOID99. AI4917 AI4917; North East Units Scale Converg. AI4917;SPC AK 1 - 553,447.912 863,405.440 MT 0.99990637 +0 36 45.8 AI4917;UTM 08 - 6,297,406.229 626,128.884 MT 0.99979509 +1 43 43.3 AI4917 AI4917
|---------------------------------------------------------------------| AI4917| PID Reference Object Distance Geod. Az | AI4917| dddmmss.s | AI4917| AA1888 PSG A 150.952 METERS 02332 | AI4917
|---------------------------------------------------------------------| AI4917 AI4917 SUPERSEDED SURVEY CONTROL AI4917 AI4917.No superseded survey control is available for this station. AI4917 AI4917_MARKER: I = METAL ROD AI4917_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AI4917_STAMPING: PSG D 1999 AI4917_MARK LOGO: NOS AI4917_PROJECTION: RECESSED 20 CENTIMETERS AI4917_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AI4917_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AI4917+STABILITY: POSITION/ELEVATION WELL AI4917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI4917+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI4917_ROD/PIPE-DEPTH: 20.1 meters AI4917_SLEEVE-DEPTH : 1.8 meters AI4917 AI4917 HISTORY - Date Condition Report By AI4917 HISTORY - 1999 MONUMENTED R+MCON AI4917 AI4917 STATION DESCRIPTION AI4917 AI4917'DESCRIBED BY R + M CONSULTANTS INCORPORATED 1999 (RHB) AI4917'DESCRIBED BY R+M CONSULTANTS 1999 (RHB) . THE STATION IS LOCATED AI4917'APPROXIMATELY 1.6 KM (1.00 MI) SOUTHERLY OF PETERSBURG ALASKA AT THE AI4917'PETERSBURG JAMES A JOHNSON AIRPORT. OWNERSHIP-- STATE OF ALASKA, C/O AI4917'AIRPORT MANAGER JERRY KVERNIK, PO BOX 1108, PETERSBURG ALASKA AI4917'99833-1108, PHONE NUMBER 907-772-4624, FAX NUMBER 907-772-3641. AI4917'AIRPORT ACCESS IS RESTRICTED. CONTACT THE AIRPORT MANAGER A MINIMUM AI4917'OF 24 HOURS PRIOR TO ENTRY. AI4917'TO REACH THE STATION FROM THE INTERSECTION OF NORDIC DRIVE AND HAUGEN AI4917'DRIVE, IN DOWNTOWN PETERSBURG, PROCEED EASTERLY 1.6 KM (1.00 MI) ON AI4917'HAUGEN DRIVE TO THE AIRPORT AND GATE 5 ON THE RIGHT, BETWEEN THE AI4917'ALASKA AIRLINES TERMINAL AND THE NORDIC AIR HANGER. TURN RIGHT AND AI4917'PROCEED THROUGH GATE 5 AND SOUTHEASTERLY 0.19 KM (0.10 MI) ACROSS THE AI4917'APRON AND ALONG THE TAXIWAY TO THE JUNCTION OF THE RUNWAY AND TAXIWAY. AI4917'CROSS TO THE SOUTH SIDE OF THE RUNWAY AND TURN RIGHT. PROCEED AI4917'SOUTHWEST ROUGHLY 73 M (239.5 FT) ALONG THE SOUTH EDGE OF THE RUNWAY AI4917'TO THE VASI LIGHTS AND THE STATION ON THE LEFT. AI4917'THE STATION IS A PUNCH HOLE ON THE TOP OF A STAINLESS STEEL ROD AI4917'ENCASED IN A 1.8 M (5.9 FT) FINNED SLEEVE FILLED WITH NON TOXIC AI4917'GREASE, DRIVEN TO ABSOLUTE REFUSAL DEPTH OF 20.1 M, (65.9 FT) INSIDE A AI4917'SAND-FILLED 0.15 M (0.49 FT) DIAMETER BY 1.8 M (5.9 FT) LONG PVC PIPE, AI4917'0.06 M (0.20 FT) BELOW AN ALUMINUM ACCESS COVER MARKED --PSG D 1999--, AI4917'ALL WITHIN A 0.3 M (1.0 FT) DIAMETER BY 0.9 M (3.0 FT) LONG CONCRETE AI4917'FILLED PVC PIPE RECESSED 0.2 M (0.7 FT) BELOW GRAVEL GRADE. THE AI4917'STATION IS LOCATED 33.3 M (109.3 FT) 138 DEGREES MAGNETIC AZIMUTH FROM AI4917'RUNWAY CENTERLINE, 6.9 M (22.6 FT) 350 DEGREES MAGNETIC AZIMUTH FROM AI4917'THE NORTHERN MOST CORNER OF THE NORTH VASI LIGHT AT THE EAST END OF AI4917'THE RUNWAY, 41.4 M (135.8 FT) 215 DEGREES MAGNETIC AZIMUTH FROM A AI4917'RUNWAY LIGHT, AND 1.1 M (3.6 FT) 263 DEGREES MAGNETIC AZIMUTH FROM A AI4917'CARSONITE WITNESS POST. THIS STATION IS DESIGNATED AS THE PRIMARY AI4917'AIRPORT CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2002 AI4918
***********************************************************************
AI4918 SACS - This is a Secondary Airport Control Station. AI4918 DESIGNATION - PSG E AI4918 PID - AI4918 AI4918 STATE/COUNTY- AK/WRANGELL-PETERSBURG AI4918 USGS QUAD - PETERSBURG D-3 AI4918 AI4918 *CURRENT SURVEY CONTROL AI4918
___________________________________________________________________
AI4918* NAD 83(1992)- 56 48 03.93944(N) 132 56 47.63575(W) ADJUSTED AI4918* NAVD 88 - AI4918
___________________________________________________________________
AI4918 X - -2,384,988.629 (meters) COMP AI4918 Y - -2,562,374.070 (meters) COMP AI4918 Z - 5,313,829.493 (meters) COMP AI4918 LAPLACE CORR- -5.88 (seconds) DEFLEC99 AI4918 ELLIP HEIGHT- 30.16 (meters) GPS OBS AI4918 GEOID HEIGHT- 0.45 (meters) GEOID99 AI4918 AI4918 HORZ ORDER - FIRST AI4918 ELLP ORDER - FOURTH CLASS I AI4918 AI4918.This mark is at Petersburg/james C Johnson Airport (PSG) AI4918 AI4918.The horizontal coordinates were established by GPS observations AI4918.and adjusted by the National Geodetic Survey in April 2000. AI4918.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI4918.DATUM ITEM on the data sheet items page. AI4918 AI4918 AI4918.GPS derived orthometric heights for airport stations designated as AI4918.PACS or SACS are published to 2 decimal places. This maintains AI4918.centimeter relative accuracy between the PACS and SACS. It does AI4918.not indicate centimeter accuracy relative to other marks which are AI4918.part of the NAVD 88 network. AI4918 AI4918.
Photographs
are available for this station. AI4918 AI4918.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI4918 AI4918.The Laplace correction was computed from DEFLEC99 derived deflections. AI4918 AI4918.The ellipsoidal height was determined by GPS observations AI4918.and is referenced to NAD 83. AI4918 AI4918.The geoid height was determined by GEOID99. AI4918 AI4918; North East Units Scale Converg. AI4918;SPC AK 1 - 553,181.594 862,666.939 MT 0.99990596 +0 36 09.2 AI4918;UTM 08 - 6,297,125.611 625,395.792 MT 0.99979283 +1 43 06.5 AI4918 AI4918 SUPERSEDED SURVEY CONTROL AI4918 AI4918.No superseded survey control is available for this station. AI4918 AI4918_MARKER: DD = SURVEY DISK AI4918_SETTING: 80 = SET IN A BOULDER AI4918_STAMPING: PSG E 1999 AI4918_MARK LOGO: NOS AI4918_MAGNETIC: N = NO MAGNETIC MATERIAL AI4918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI4918+STABILITY: SURFACE MOTION AI4918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI4918+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI4918 AI4918 HISTORY - Date Condition Report By AI4918 HISTORY - 1999 MONUMENTED R+MCON AI4918 AI4918 STATION DESCRIPTION AI4918 AI4918'DESCRIBED BY R + M CONSULTANTS INCORPORATED 1999 (RHB) AI4918'DESCRIBED BY R+M CONSULTANTS 1999 (RHB) . THE STATION IS LOCATED AI4918'APPROXIMATELY 1.6 KM (1.00 MI) SOUTHERLY OF PETERSBURG ALASKA AT THE AI4918'PETERSBURG JAMES A JOHNSON AIRPORT. OWNERSHIP-- STATE OF ALASKA, C/O AI4918'AIRPORT MANAGER JERRY KVERNIK, PO BOX 1108, PETERSBURG ALASKA AI4918'99833-1108, PHONE NUMBER 907-772-4624, FAX NUMBER 907-772-3641. AI4918'AIRPORT ACCESS IS RESTRICTED. CONTACT THE AIRPORT MANAGER A MINIMUM AI4918'OF 24 HOURS PRIOR TO ENTRY. AI4918'TO REACH THE STATION FROM THE INTERSECTION OF NORDIC DRIVE AND HAUGEN AI4918'DRIVE, IN DOWNTOWN PETERSBURG, PROCEED EASTERLY 1.6 KM (1.00 MI) ON AI4918'HAUGEN DRIVE TO THE AIRPORT AND GATE 5 ON THE RIGHT, BETWEEN THE AI4918'ALASKA AIRLINES TERMINAL AND THE NORDIC AIR HANGER. TURN RIGHT AND AI4918'PROCEED THROUGH GATE 5 AND SOUTHEASTERLY 0.19 KM (0.10 MI) ACROSS THE AI4918'APRON AND ALONG THE TAXIWAY TO THE JUNCTION OF THE RUNWAY AND TAXIWAY. AI4918'CROSS TO THE SOUTH SIDE OF THE RUNWAY AND TURN RIGHT. PROCEED AI4918'SOUTHWEST .88 KM (0.55 MI) ALONG THE SOUTH EDGE OF THE RUNWAY TO THE AI4918'STATION ON THE LEFT. AI4918'THE STATION IS A STANDARD NOS BRASS DISK STAMPED --PSG E 1999-- AND AI4918'SET FLUSH WITH THE NORTHERLY MOST CORNER OF A 1.8 M (5.9 FT) BY 1.5 M AI4918'(4.9 FT) BOULDER LAYING FLUSH WITH RUNWAY FILL ON SOUTH SIDE OF AI4918'RUNWAY. THE STATION IS LOCATED 33.0 M (108.3 FT) 139 DEGREES MAGNETIC AI4918'AZIMUTH FROM RUNWAY CENTERLINE, 113.3 M (371.7 FT) 193 DEGREES AI4918'MAGNETIC AZIMUTH THE SOUTHWESTERLY CORNER OF A RUNWAY SIGN WITH A -3- AI4918'ON BOTH SIDES, AND 0.4 M (1.3 FT) 225 DEGREES MAGNETIC AZIMUTH FROM A AI4918'CARSONITE WITNESS POST. THIS STATION IS DESIGNATED AS SECONDARY AI4918'AIRPORT CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2002 AI4919
***********************************************************************
AI4919 SACS - This is a Secondary Airport Control Station. AI4919 DESIGNATION - PSG F AI4919 PID - AI4919 AI4919 STATE/COUNTY- AK/WRANGELL-PETERSBURG AI4919 USGS QUAD - PETERSBURG D-3 AI4919 AI4919 *CURRENT SURVEY CONTROL AI4919
___________________________________________________________________
AI4919* NAD 83(1992)- 56 47 55.34073(N) 132 57 32.66696(W) ADJUSTED AI4919* NAVD 88 - AI4919
___________________________________________________________________
AI4919 X - -2,385,700.243 (meters) COMP AI4919 Y - -2,562,016.837 (meters) COMP AI4919 Z - 5,313,685.174 (meters) COMP AI4919 LAPLACE CORR- -5.83 (seconds) DEFLEC99 AI4919 ELLIP HEIGHT- 31.74 (meters) GPS OBS AI4919 GEOID HEIGHT- 0.46 (meters) GEOID99 AI4919 AI4919 HORZ ORDER - FIRST AI4919 ELLP ORDER - FOURTH CLASS I AI4919 AI4919.This mark is at Petersburg/james C Johnson Airport (PSG) AI4919 AI4919.The horizontal coordinates were established by GPS observations AI4919.and adjusted by the National Geodetic Survey in April 2000. AI4919.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI4919.DATUM ITEM on the data sheet items page. AI4919 AI4919 AI4919.GPS derived orthometric heights for airport stations designated as AI4919.PACS or SACS are published to 2 decimal places. This maintains AI4919.centimeter relative accuracy between the PACS and SACS. It does AI4919.not indicate centimeter accuracy relative to other marks which are AI4919.part of the NAVD 88 network. AI4919 AI4919.
Photographs are available for this station. AI4919 AI4919.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI4919 AI4919.The Laplace correction was computed from DEFLEC99 derived deflections. AI4919 AI4919.The ellipsoidal height was determined by GPS observations AI4919.and is referenced to NAD 83. AI4919 AI4919.The geoid height was determined by GEOID99. AI4919 AI4919; North East Units Scale Converg. AI4919;SPC AK 1 - 552,907.689 861,905.571 MT 0.99990555 +0 35 31.6 AI4919;UTM 08 - 6,296,836.963 624,639.989 MT 0.99979051 +1 42 28.7 AI4919 AI4919 SUPERSEDED SURVEY CONTROL AI4919 AI4919.No superseded survey control is available for this station. AI4919 AI4919_MARKER: I = METAL ROD AI4919_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AI4919_STAMPING: PSG F 1999 AI4919_MARK LOGO: NOS AI4919_PROJECTION: RECESSED 9 CENTIMETERS AI4919_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AI4919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AI4919+STABILITY: POSITION/ELEVATION WELL AI4919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI4919+SATELLITE: SATELLITE OBSERVATIONS - 1999 AI4919_ROD/PIPE-DEPTH: 5.9 meters AI4919_SLEEVE-DEPTH : 1.8 meters AI4919 AI4919 HISTORY - Date Condition Report By AI4919 HISTORY - 1999 MONUMENTED R+MCON AI4919 AI4919 STATION DESCRIPTION AI4919 AI4919'DESCRIBED BY R + M CONSULTANTS INCORPORATED 1999 (RHB) AI4919'DESCRIBED BY R+M CONSULTANTS 1999 (RHB) . THE STATION IS LOCATED AI4919'APPROXIMATELY 1.6 KM (1.00 MI) SOUTHERLY OF PETERSBURG ALASKA AT THE AI4919'PETERSBURG JAMES A JOHNSON AIRPORT. OWNERSHIP-- STATE OF ALASKA, C/O AI4919'AIRPORT MANAGER JERRY KVERNIK, PO BOX 1108, PETERSBURG ALASKA AI4919'99833-1108, PHONE NUMBER 907-772-4624, FAX NUMBER 907-772-3641. AI4919'AIRPORT ACCESS IS RESTRICTED. CONTACT THE AIRPORT MANAGER A MINIMUM AI4919'OF 24 HOURS PRIOR TO ENTRY. AI4919'TO REACH THE STATION FROM THE INTERSECTION OF NORDIC DRIVE AND HAUGEN AI4919'DRIVE, IN DOWNTOWN PETERSBURG, PROCEED EASTERLY 1.6 KM (1.00 MI) ON AI4919'HAUGEN DRIVE TO THE AIRPORT AND GATE 5 ON THE RIGHT, BETWEEN THE AI4919'ALASKA AIRLINES TERMINAL AND THE NORDIC AIR HANGER. TURN RIGHT AND AI4919'PROCEED THROUGH GATE 5 AND SOUTHEASTERLY 0.19 KM (0.10 MI) ACROSS THE AI4919'APRON AND ALONG THE TAXIWAY TO THE JUNCTION OF THE RUNWAY AND TAXIWAY. AI4919'CROSS TO THE SOUTH SIDE OF THE RUNWAY AND TURN RIGHT. PROCEED AI4919'SOUTHWEST 1.8 KM (1.10 MI) ALONG THE SOUTH EDGE OF THE RUNWAY TO THE AI4919'WEST END OF THE RUNWAY AND THE STATION ON THE LEFT. AI4919'THE STATION IS A PUNCH HOLE ON THE TOP OF A STAINLESS STEEL ROD AI4919'ENCASED IN A 1.8 M (5.9 FT) FINNED SLEEVE FILLED WITH NON TOXIC AI4919'GREASE, DRIVEN TO ABSOLUTE REFUSAL DEPTH OF 5.9 M (19.4 FT) INSIDE A AI4919'SAND-FILLED 0.15 M (0.49 FT) DIAMETER BY 1.8 M (5.9 FT) LONG PVC PIPE, AI4919'0.12 M (0.39 FT) BELOW AN ALUMINUM ACCESS COVER MARKED --PSG F 1999--, AI4919'ALL WITHIN A 0.3 M (1.0 FT) DIAMETER BY 0.9 M (3.0 FT) LONG CONCRETE AI4919'FILLED PVC PIPE RECESSED 0.1 M (0.3 FT) BELOW GRAVEL GRADE. THE AI4919'STATION IS LOCATED 32.0 M (105.0 FT) 138 DEGREES MAGNETIC AZIMUTH FROM AI4919'RUNWAY CENTERLINE, 12.5 M (41.0 FT) 31 DEGREES MAGNETIC AZIMUTH FROM AI4919'THE REIL LIGHT AT SOUTH SIDE AND WEST END OF THE RUNWAY, AND 0.9 M AI4919'(3.0 FT) 300 DEGREES MAGNETIC AZIMUTH FROM A CARSONITE WITNESS POST. AI4919'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2002 AA1890
***********************************************************************
AA1890 DESIGNATION - PSG B AA1890 PID - AA1890 AA1890 STATE/COUNTY- AK/WRANGELL-PETERSBURG AA1890 USGS QUAD - PETERSBURG D-3 AA1890 AA1890 *CURRENT SURVEY CONTROL AA1890
___________________________________________________________________
AA1890* NAD 83(1992)- 56 48 15.69573(N) 132 55 52.13866(W) ADJUSTED AA1890* NAVD 88 - AA1890
___________________________________________________________________
AA1890 X - -2,384,092.027 (meters) COMP AA1890 Y - -2,562,793.065 (meters) COMP AA1890 Z - 5,314,028.993 (meters) COMP AA1890 LAPLACE CORR- -5.99 (seconds) DEFLEC99 AA1890 ELLIP HEIGHT- 30.63 (meters) GPS OBS AA1890 GEOID HEIGHT- 0.43 (meters) GEOID99 AA1890 AA1890 HORZ ORDER - FIRST AA1890 ELLP ORDER - FOURTH CLASS II AA1890 AA1890.The horizontal coordinates were established by GPS observations AA1890.and adjusted by the National Geodetic Survey in November 1994. AA1890.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AA1890.DATUM ITEM on the data sheet items page. AA1890 AA1890 AA1890.
Photographs
are available for this station. AA1890 AA1890.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA1890 AA1890.The Laplace correction was computed from DEFLEC99 derived deflections. AA1890 AA1890.The ellipsoidal height was determined by GPS observations AA1890.and is referenced to NAD 83. AA1890 AA1890.The geoid height was determined by GEOID99. AA1890 AA1890; North East Units Scale Converg. AA1890;SPC AK 1 - 553,555.199 863,604.739 MT 0.99990649 +0 36 55.7 AA1890;UTM 08 - 6,297,517.365 626,326.034 MT 0.99979570 +1 43 53.2 AA1890 AA1890
|---------------------------------------------------------------------| AA1890| PID Reference Object Distance Geod. Az | AA1890| dddmmss.s | AA1890| AA1888 PSG A 144.086 METERS 28321 | AA1890
|---------------------------------------------------------------------| AA1890 AA1890 SUPERSEDED SURVEY CONTROL AA1890 AA1890 NGVD 29 - 27.7 (m) 91. (f) GPS OBS AA1890 AA1890.Superseded values are not recommended for survey control. AA1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA1890.
See file dsdata.txt
to determine how the superseded data were derived. AA1890 AA1890_MARKER: DD = SURVEY DISK AA1890_SETTING: 30 = CONCRETE BASE FOR RUNWAY SIGN AA1890_STAMPING: NOAA PSG-B 1993 AA1890_MARK LOGO: NOAA AA1890_MAGNETIC: O = OTHER; SEE DESCRIPTION AA1890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AA1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA1890+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1999 AA1890 AA1890 HISTORY - Date Condition Report By AA1890 HISTORY - 1993 MONUMENTED NOS AA1890 HISTORY - 19990806 GOOD R+MCON AA1890 AA1890 STATION DESCRIPTION AA1890 AA1890'DESCRIBED BY NATIONAL OCEAN SERVICE 1993 (JGF) AA1890'THE STATION IS LOCATED AT THE PETERSBURG AIRPORT. FOR ACCESS TO THE AA1890'AIRPORT CONTACT THE AIRPORT MANAGER, KENNEY HAGERMAN AT (907) AA1890'772-4624. AA1890' AA1890'THE STATION IS ON THE RUNWAY CENTERLINE AND IS A RUNWAY CENTERLINE END AA1890'MARK AT THE APPROACH END OF RUNWAY 22. THE STATION IS ON-LINE WITH AA1890'THE THRESHOLD LIGHTS, AND IS APPROXIMATELY 5 CM BELOW THE SURFACE. AA1890 AA1890 STATION RECOVERY (1999) AA1890 AA1890'RECOVERY NOTE BY R + M CONSULTANTS INCORPORATED 1999 (RHB) AA1890'RECOVERY NOTE BY R+M CONSULTANTS 1999 (RHB) . THE STATION IS LOCATED AA1890'APPROXIMATELY 1.6 KM (1.00 MI) SOUTHERLY OF PETERSBURG ALASKA AT THE AA1890'PETERSBURG JAMES A JOHNSON AIRPORT. OWNERSHIP-- STATE OF ALASKA, C/O AA1890'AIRPORT MANAGER JERRY KVERNIK, PO BOX 1108, PETERSBURG ALASKA AA1890'99833-1108, PHONE NUMBER 907-772-4624, FAX NUMBER 907-772-3641. AA1890'AIRPORT ACCESS IS RESTRICTED. CONTACT THE AIRPORT MANAGER A MINIMUM AA1890'OF 24 HOURS PRIOR TO ENTRY. AA1890'TO REACH THE STATION FROM THE INTERSECTION OF NORDIC DRIVE AND HAUGEN AA1890'DRIVE, IN DOWNTOWN PETERSBURG, PROCEED EASTERLY 1.6 KM (1.00 MI) ON AA1890'HAUGEN DRIVE TO THE AIRPORT AND GATE 5 ON THE RIGHT, BETWEEN THE AA1890'ALASKA AIRLINES TERMINAL AND THE NORDIC AIR HANGER. TURN RIGHT AND AA1890'PROCEED THROUGH GATE 5 AND SOUTHEASTERLY 0.19 KM (0.10 MI) ACROSS THE AA1890'APRON AND ALONG THE TAXIWAY TO THE JUNCTION OF THE RUNWAY AND TAXIWAY. AA1890'TURN LEFT AND PROCEED NORTHEAST ROUGHLY 122 M (400.3 FT) ALONG THE AA1890'NORTH EDGE OF THE RUNWAY TO THE RUNWAY THRESHOLD AND THE STATION ON AA1890'THE RIGHT. AA1890'THE STATION IS A 0.06 M (0.20 FT) DIAMETER BRASS DISK STAMPED --NOAA AA1890'PSG-B 1993-- WITH A PUNCH MARK IN CENTER AND SET 0.1 M (0.3 FT) BELOW AA1890'AN ACCESS COVER WITHIN A 0.15 M (0.49 FT) DIAMETER IRON CASING 0.02 M AA1890'(0.07 FT) BELOW PAVEMENT GRADE AT THE EAST END OF THE RUNWAY. THE AA1890'STATION IS LOCATED ON RUNWAY CENTERLINE, BETWEEN THE THRESHOLD LIGHTS, AA1890'AT THE APEX OF THE FURTHEST WEST CHEVRON AT THE EAST END OF THE AA1890'RUNWAY. AA1890'THIS MARK MAY HAVE BEEN RESET DURING REPAVING. CONSTRUCTION REFERENCE AA1890'NAILS ARE STILL EVIDENT A FEW FEET AWAY. ALSO, AN EARLIER DESCRIPTION AA1890'STATING THE DISK AS BEING ALUMINUM WAS WRONG. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2002 AA1889
***********************************************************************
AA1889 DESIGNATION - PSG C AA1889 PID - AA1889 AA1889 STATE/COUNTY- AK/WRANGELL-PETERSBURG AA1889 USGS QUAD - PETERSBURG D-3 AA1889 AA1889 *CURRENT SURVEY CONTROL AA1889
___________________________________________________________________
AA1889* NAD 83(1992)- 56 47 56.19108(N) 132 57 33.93212(W) ADJUSTED AA1889* NAVD 88 - AA1889
___________________________________________________________________
AA1889 X - -2,385,701.324 (meters) COMP AA1889 Y - -2,561,986.490 (meters) COMP AA1889 Z - 5,313,700.397 (meters) COMP AA1889 LAPLACE CORR- -5.90 (seconds) DEFLEC99 AA1889 ELLIP HEIGHT- 32.72 (meters) GPS OBS AA1889 GEOID HEIGHT- 0.46 (meters) GEOID99 AA1889 AA1889 HORZ ORDER - FIRST AA1889 ELLP ORDER - FOURTH CLASS II AA1889 AA1889.The horizontal coordinates were established by GPS observations AA1889.and adjusted by the National Geodetic Survey in November 1994. AA1889.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AA1889.DATUM ITEM on the data sheet items page. AA1889 AA1889 AA1889.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA1889 AA1889.The Laplace correction was computed from DEFLEC99 derived deflections. AA1889 AA1889.The ellipsoidal height was determined by GPS observations AA1889.and is referenced to NAD 83. AA1889 AA1889.The geoid height was determined by GEOID99. AA1889 AA1889; North East Units Scale Converg. AA1889;SPC AK 1 - 552,933.767 861,883.830 MT 0.99990554 +0 35 30.5 AA1889;UTM 08 - 6,296,862.609 624,617.747 MT 0.99979044 +1 42 27.6 AA1889 AA1889 SUPERSEDED SURVEY CONTROL AA1889 AA1889 NGVD 29 - 29.8 (m) 98. (f) GPS OBS AA1889 AA1889.Superseded values are not recommended for survey control. AA1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA1889.
See file dsdata.txt

to determine how the superseded data were derived. AA1889 AA1889_MARKER: DD = SURVEY DISK AA1889_SETTING: 2 = OBJECT DRIVEN INTO GROUND AA1889_STAMPING: PSG C 1975 AA1889_MARK LOGO: AKDT AA1889_MAGNETIC: O = OTHER; SEE DESCRIPTION AA1889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AA1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA1889+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1999 AA1889 AA1889 HISTORY - Date Condition Report By AA1889 HISTORY - 1975 MONUMENTED AKDT AA1889 HISTORY - 19810615 GOOD NGS AA1889 HISTORY - 19990806 GOOD R+MCON AA1889 AA1889 STATION DESCRIPTION AA1889 AA1889'DESCRIBED BY ALASKA DEPARTMENT OF TRANSPORTATION 1975 (JGF) AA1889'THE STATION IS LOCATED AT THE PETERSBURG AIRPORT. FOR ACCESS TO THE AA1889'AIRPORT CONTACT THE AIRPORT MANAGER, KENNEY HAGERMAN AT (907) AA1889'772-4624. AA1889' AA1889'THE STATION IS A RUNWAY CENTERLINE END MARK AND IS SET IN LINE WITH AA1889'THE THRESHOLD LIGHTS AT THE APPROACH END OF RUNWAY 4. THE STATION IS AA1889'APPROXIMATELY 5 CM BELOW THE SURFACE. AA1889 AA1889 STATION RECOVERY (1981) AA1889 AA1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 AA1889'THIS STATION IS LOCATED IN THE WESTERN SECTION OF THE PETERSBURG AA1889'AIRPORT, NEAR RUNWAY END 4 (A GRAVEL RUNWAY). IT IS 251.75 FEET AA1889'(76.73 M) NORTHWEST OF THE SOUTHERLY THRESHOLD LIGHT, 182.50 FEET AA1889'(55.63 M) WEST OF THE NORTHERLY THRESHOLD LIGHT, 18.35 FEET (5.59 M) AA1889'NORTH OF THE EXTENDED LINE OF RUNWAY LIGHTS. A 2-INCH BUREAU OF LAND AA1889'MANAGEMENT BRASS CAP BOLTED TO A 30-INCH STEEL ROD DRIVEN INTO THE AA1889'GROUND, PROJECTING 1 INCH AND PUNCHED PSG C 1975. AA1889 AA1889 STATION RECOVERY (1999) AA1889 AA1889'RECOVERY NOTE BY R + M CONSULTANTS INCORPORATED 1999 (RHB) AA1889'RECOVERY NOTE BY R+M CONSULTANTS 1999 (RHB) . THE STATION IS LOCATED AA1889'APPROXIMATELY 1.6 KM (1.00 MI) SOUTHERLY OF PETERSBURG ALASKA AT THE AA1889'PETERSBURG JAMES A JOHNSON AIRPORT. OWNERSHIP-- STATE OF ALASKA, C/O AA1889'AIRPORT MANAGER JERRY KVERNIK, PO BOX 1108, PETERSBURG ALASKA AA1889'99833-1108, PHONE NUMBER 907-772-4624, FAX NUMBER 907-772-3641. AA1889'AIRPORT ACCESS IS RESTRICTED. CONTACT THE AIRPORT MANAGER A MINIMUM AA1889'OF 24 HOURS PRIOR TO ENTRY. AA1889'TO REACH THE STATION FROM THE INTERSECTION OF NORDIC DRIVE AND HAUGEN AA1889'DRIVE, IN DOWNTOWN PETERSBURG, PROCEED EASTERLY 1.6 KM (1.00 MI) ON AA1889'HAUGEN DRIVE TO THE AIRPORT AND GATE 5 ON THE RIGHT, BETWEEN THE AA1889'ALASKA AIRLINES TERMINAL AND THE NORDIC AIR HANGER. TURN RIGHT AND AA1889'PROCEED THROUGH GATE 5 AND SOUTHEASTERLY 0.19 KM (0.10 MI) ACROSS THE AA1889'APRON AND ALONG THE TAXIWAY TO THE JUNCTION OF THE RUNWAY AND TAXIWAY. AA1889'TURN RIGHT AND PROCEED SOUTHWEST 1.61 KM (1.00 MI) ALONG THE NORTH AA1889'EDGE OF THE RUNWAY TO THE RUNWAY THRESHOLD AND THE STATION ON THE AA1889'LEFT. AA1889'THE STATION IS A 0.06 M (0.20 FT) DIAMETER DEPARTMENT OF AA1889'TRANSPORTATION BRASS DISK UNSTAMPED WITH A PUNCH MARK OFF-CENTER AND AA1889'SET 0.1 M (0.3 FT) BELOW AN ACCESS COVER WITHIN A 0.15 M (0.49 FT) AA1889'DIAMETER IRON CASING 0.03 M (0.10 FT) BELOW PAVEMENT GRADE AT THE WEST AA1889'END OF THE RUNWAY. THE STATION IS LOCATED ON RUNWAY CENTERLINE, AA1889'BETWEEN THE THRESHOLD LIGHTS, AT THE APEX OF THE FURTHEST EAST CHEVRON AA1889'AT THE WEST END OF THE RUNWAY. AA1889'THIS MARK DOES NOT MATCH PREVIOUS DESCRIPTIONS. WE BELIEVE PSGC WAS AA1889'RESET BY CONSTRUCTION SURVEYORS DURING REPAVEMENT. *** retrieval complete. Elapsed Time = 00:00:12