














                                  SURVEY CONTROL DATA
                                
                             STATE=SR
                             [MAY 10, 2024 21:10:0]
                              Version = 8.12.5.18
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:10:09 EDT
 AB9720 ***********************************************************************
 AB9720  DESIGNATION -  008 ASTRO ECC 19
 AB9720  PID         -  AB9720
 AB9720  STATE/COUNTY-  SR/DISTRICT OF SURINAM
 AB9720  COUNTRY     -  SURINAM
 AB9720  USGS QUAD   -  
 AB9720
 AB9720                         *CURRENT SURVEY CONTROL
 AB9720  ______________________________________________________________________
 AB9720* NAD 83(1996) POSITION- 05 26 54.62257(N) 055 12 18.65124(W)   ADJUSTED
 AB9720* NAD 83(1996) ELLIP HT-   -14.318 (meters)        (01/06/97)   ADJUSTED
 AB9720* LMSL    ORTHO HEIGHT -    16.4   (meters)       54.    (feet) GPS OBS
 AB9720  ______________________________________________________________________
 AB9720  LMSL orthometric height was determined with geoid model       EGM96
 AB9720  GEOID HEIGHT    -        -33.518 (meters)                     EGM96
 AB9720  GEOID HEIGHT    -        -33.688 (meters)                     EGM08
 AB9720  NAD 83(1996) X  -  3,623,272.915 (meters)                     COMP
 AB9720  NAD 83(1996) Y  - -5,214,212.528 (meters)                     COMP
 AB9720  NAD 83(1996) Z  -    601,573.832 (meters)                     COMP
 AB9720  HORZ ORDER      -  FIRST
 AB9720  ELLP ORDER      -  FOURTH    CLASS II
 AB9720
 AB9720.The horizontal coordinates were established by GPS observations
 AB9720.and adjusted by the National Geodetic Survey in January 1997.
 AB9720
 AB9720.The orthometric height was determined by GPS observations and a
 AB9720.high-resolution geoid model.
 AB9720
 AB9720.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9720
 AB9720.Click photographs - Photos may exist for this station.
 AB9720
 AB9720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9720
 AB9720.The ellipsoidal height was determined by GPS observations
 AB9720.and is referenced to NAD 83.
 AB9720
 AB9720. The following values were computed from the NAD 83(1996) position.
 AB9720
 AB9720;                    North         East     Units Scale Factor Converg.
 AB9720;UTM  21      -   602,537.654   698,854.242   MT  1.00008947   +0 10 13.7
 AB9720
 AB9720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9720!UTM  21      -   1.00000225  x   1.00008947  =   1.00009172
 AB9720
 AB9720_U.S. NATIONAL GRID SPATIAL ADDRESS: 21NXG9885402537(NAD 83)
 AB9720
 AB9720                          SUPERSEDED SURVEY CONTROL
 AB9720
 AB9720.No superseded survey control is available for this station.
 AB9720
 AB9720_MARKER: DD = SURVEY DISK
 AB9720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9720_STAMPING: 008 ASTRO ECC 1968 19
 AB9720_MARK LOGO: ISTS
 AB9720_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB9720+STABILITY: POSITION/ELEVATION WELL
 AB9720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9720+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1996
 AB9720
 AB9720  HISTORY     - Date     Condition        Report By
 AB9720  HISTORY     - 1968     MONUMENTED       ISTS
 AB9720  HISTORY     - 19960426 GOOD             NGS
 AB9720
 AB9720                          STATION DESCRIPTION
 AB9720
 AB9720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9720'THE STATION SET BY AN UNKNOWN AGENCY WAS RECOVERED AT THIS TIME.  THE
 AB9720'STATION IS LOCATED 42 KM (26.10 MI) SOUTH FROM PARAMARIBO, IN ZANDERY,
 AB9720'AT THE JOHAN ADOLPH PENGEL INTERNATIONAL AIRPORT, SURINAME. CONTACT MR
 AB9720'JOHN VIERA, DIRECTOR, DEPARTMENT OF CIVIL AVIATION SURINAME,
 AB9720'MINISTERIE VAN TRANSPORT, COMMUNICATIE EN TOERISME, LUCHTVAARTDIENST,
 AB9720'PO BOX 1981, PARAMARIBO, SURINAME, PHONE (597) 497-914, FAX (597)
 AB9720'498-901, IN ADVANCE OF OPERATIONS TO ARRANGE FOR ACCESS TO STATION ON
 AB9720'AIRFIELD.  TO REACH THE STATION FROM THE CONTROL TOWER, GO SOUTHWEST
 AB9720'ACROSS APRON TO ACCESS ROAD ON RIGHT.  TURN RIGHT AND GO WEST AND
 AB9720'SOUTH ON ACCESS ROAD FOR 0.5 KM (0.30 MI) TO RUNWAY END ON LEFT.
 AB9720'CONTINUE SOUTH ON ACCESS ROAD FOR 625 FT (190.5 M) TO FORK.  BEAR LEFT
 AB9720'AND CONTINUE SOUTH ON ACCESS ROAD FOR 425 FT (129.5 M) TO
 AB9720'METEOROLOGICAL RADAR STATION ON THE RIGHT.  CONTINUE SOUTH ON ACCESS
 AB9720'ROAD FOR 275 FT (83.8 M) TO FIRE STATION AHEAD AND PAVED ROAD ON
 AB9720'RIGHT.  TURN RIGHT AND GO WEST ON PAVED ROAD FOR 215 FT (65.5 M) TO
 AB9720'GATE AHEAD AND STATION ON LEFT IN FIELD.  THE STATION IS LOCATED 48.8
 AB9720'M (160.1 FT) NORTHEAST FROM SURINAME CONTROL STATION --310 A--, 31.0 M
 AB9720'(101.7 FT) NORTHWEST FROM A REFERENCE MARK DISK IN CONCRETE BASE OF
 AB9720'ABANDONDED UTILITY POLE, 10.3 M (33.8 FT) SOUTHEAST FROM AIRPORT
 AB9720'FENCELINE, AND 7.6 M (24.9 FT) NORTHEAST FROM A DIM TRAIL.  THE
 AB9720'STATION IS A 3.75 INCH BRASS SURVEY DISK WITH AGENCY CASTING
 AB9720'INSCRIPTION --INTERNATIONAL SATELLITE TRIANGULATION STATION NO.-- AND
 AB9720'WITH STAMPING --008 ASTRO ECC.  1968 19-- SET FLUSH IN THE CENTER OF A
 AB9720'42 CM (18 INCH) DIAMETER ROUND CONCRETE PIER WITH GALVANIZED STEEL
 AB9720'JACKET PROJECTING 0.72 M (2.36 FT) ABOVE GROUND. DESCRIBED BY WC
 AB9720'WAICKMAN.  NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) AT
 AB9720'THE JOHAN ADOLPH PENGEL INTERNATIONAL AIRPORT, AND A HORIZONTAL
 AB9720'CONTROL STATION IN THE SURINAME SURVEY NETWORK.
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:10:09 EDT
 AB9722 ***********************************************************************
 AB9722  DESIGNATION -  310 A
 AB9722  PID         -  AB9722
 AB9722  STATE/COUNTY-  SR/DISTRICT OF SURINAM
 AB9722  COUNTRY     -  SURINAM
 AB9722  USGS QUAD   -  
 AB9722
 AB9722                         *CURRENT SURVEY CONTROL
 AB9722  ______________________________________________________________________
 AB9722* NAD 83(1996) POSITION- 05 26 53.28567(N) 055 12 19.50218(W)   ADJUSTED
 AB9722* NAD 83(1996) ELLIP HT-   -15.042 (meters)        (01/06/97)   ADJUSTED
 AB9722* LMSL    ORTHO HEIGHT -    15.7   (meters)       52.    (feet) GPS OBS
 AB9722  ______________________________________________________________________
 AB9722  LMSL orthometric height was determined with geoid model       EGM96
 AB9722  GEOID HEIGHT    -        -33.520 (meters)                     EGM96
 AB9722  GEOID HEIGHT    -        -33.689 (meters)                     EGM08
 AB9722  NAD 83(1996) X  -  3,623,253.218 (meters)                     COMP
 AB9722  NAD 83(1996) Y  - -5,214,230.086 (meters)                     COMP
 AB9722  NAD 83(1996) Z  -    601,532.882 (meters)                     COMP
 AB9722  HORZ ORDER      -  THIRD
 AB9722  ELLP ORDER      -  FOURTH    CLASS II
 AB9722
 AB9722.The horizontal coordinates were established by GPS observations
 AB9722.and adjusted by the National Geodetic Survey in January 1997.
 AB9722
 AB9722.The orthometric height was determined by GPS observations and a
 AB9722.high-resolution geoid model.
 AB9722
 AB9722.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9722
 AB9722.Click photographs - Photos may exist for this station.
 AB9722
 AB9722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9722
 AB9722.The ellipsoidal height was determined by GPS observations
 AB9722.and is referenced to NAD 83.
 AB9722
 AB9722. The following values were computed from the NAD 83(1996) position.
 AB9722
 AB9722;                    North         East     Units Scale Factor Converg.
 AB9722;UTM  21      -   602,496.506   698,828.167   MT  1.00008934   +0 10 13.6
 AB9722
 AB9722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9722!UTM  21      -   1.00000237  x   1.00008934  =   1.00009171
 AB9722
 AB9722_U.S. NATIONAL GRID SPATIAL ADDRESS: 21NXG9882802496(NAD 83)
 AB9722
 AB9722                          SUPERSEDED SURVEY CONTROL
 AB9722
 AB9722.No superseded survey control is available for this station.
 AB9722
 AB9722_MARKER: Z = SEE DESCRIPTION
 AB9722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9722_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9722+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1996
 AB9722
 AB9722  HISTORY     - Date     Condition        Report By
 AB9722  HISTORY     - UNK      MONUMENTED
 AB9722  HISTORY     - 19960426 GOOD             NGS
 AB9722
 AB9722                          STATION DESCRIPTION
 AB9722
 AB9722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9722'THE STATION SET BY AN UNKNOWN AGENCY IS RECOVERED AT THIS TIME.  THE
 AB9722'STATION IS LOCATED 42 KM (26.10 MI) SOUTH FROM PARAMARIBO, IN ZANDERY,
 AB9722'AT THE JOHAN ADOLPH PENGEL INTERNATIONAL AIRPORT, SURINAME. CONTACT MR
 AB9722'JOHN VIERA, DIRECTOR, DEPARTMENT OF CIVIL AVIATION SURINAME,
 AB9722'MINISTERIE VAN TRANSPORT, COMMUNICATIE EN TOERISME, LUCHTVAARTDIENST,
 AB9722'PO BOX 1981, PARAMARIBO, SURINAME, PHONE (597) 497-914, FAX (597)
 AB9722'498-901, IN ADVANCE OF OPERATIONS TO ARRANGE FOR ACCESS TO STATION ON
 AB9722'PUBLIC ROADWAY ADJACENT TO PENGEL AIRFIELD.  TO REACH THE STATION FROM
 AB9722'THE CONTROL TOWER, GO SOUTHWEST ACROSS APRON TO ACCESS ROAD ON RIGHT.
 AB9722'TURN RIGHT AND GO WEST AND SOUTH ON ACCESS ROAD FOR 0.5 KM (0.30 MI)
 AB9722'TO RUNWAY END ON LEFT.  CONTINUE SOUTH ON ACCESS ROAD FOR 625 FT
 AB9722'(190.5 M) TO FORK.  BEAR LEFT AND CONTINUE SOUTH ON ACCESS ROAD FOR
 AB9722'425 FT (129.5 M) TO METEOROLOGICAL RADAR STATION ON THE RIGHT.
 AB9722'CONTINUE SOUTH ON ACCESS ROAD FOR 275 FT (83.8 M) TO FIRE STATION
 AB9722'AHEAD AND PAVED ROAD ON RIGHT.  TURN RIGHT AND GO WEST ON PAVED ROAD
 AB9722'FOR 250 FT (76.2 M) TO LOCKED GATE.  PASS THRU GATE, TURN LEFT AND GO
 AB9722'SOUTH ON DIRT ROAD FOR 275 FT (83.8 M) TO STATION ON THE LEFT.  THE
 AB9722'STATION IS LOCATED 9.4 M (30.8 FT) SOUTHEAST FROM THE DIRT ROAD
 AB9722'CENTER, 1.4 M (4.6 FT) SOUTH SOUTHWEST FROM A CONCRETE WITNESS POST,
 AB9722'0.9 M (3.0 FT) NORTHWEST FROM THE AIRPORT FENCE, AND IS 10 CM (4 IN)
 AB9722'BELOW GRADE.  THE STATION IS THE TOP CENTER OF THE ROUNDED END OF A 1
 AB9722'INCH STEEL ROD PROJECTING 1 CM FROM THE CENTER OF A 18 INCH SQUARE
 AB9722'CONCRETE MONUMENT RECESSED 4 INCHES BELOW GROUND.  THE STATION IS
 AB9722'PROTECTED BY A 6 X 6 X 12 INCH REMOVABLE TRIANGULAR CONCRETE COVER.
 AB9722'DESCRIBED BY RA ZEMAITIS.  THIS IS A VERTICAL CONTROL STATION IN THE
 AB9722'SURINAME SURVEY NETWORK.
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:10:09 EDT
 AB9723 ***********************************************************************
 AB9723  DESIGNATION -  5
 AB9723  PID         -  AB9723
 AB9723  STATE/COUNTY-  SR/DISTRICT OF SURINAM
 AB9723  COUNTRY     -  SURINAM
 AB9723  USGS QUAD   -  
 AB9723
 AB9723                         *CURRENT SURVEY CONTROL
 AB9723  ______________________________________________________________________
 AB9723* NAD 83(1996) POSITION- 05 26 57.99014(N) 055 12 17.51164(W)   ADJUSTED
 AB9723* NAD 83(1996) ELLIP HT-   -14.267 (meters)        (01/06/97)   ADJUSTED
 AB9723* LMSL    ORTHO HEIGHT -    16.4   (meters)       54.    (feet) GPS OBS
 AB9723  ______________________________________________________________________
 AB9723  LMSL orthometric height was determined with geoid model       EGM96
 AB9723  GEOID HEIGHT    -        -33.516 (meters)                     EGM96
 AB9723  GEOID HEIGHT    -        -33.686 (meters)                     EGM08
 AB9723  NAD 83(1996) X  -  3,623,296.147 (meters)                     COMP
 AB9723  NAD 83(1996) Y  - -5,214,184.484 (meters)                     COMP
 AB9723  NAD 83(1996) Z  -    601,676.813 (meters)                     COMP
 AB9723  HORZ ORDER      -  THIRD
 AB9723  ELLP ORDER      -  FOURTH    CLASS II
 AB9723
 AB9723.The horizontal coordinates were established by GPS observations
 AB9723.and adjusted by the National Geodetic Survey in January 1997.
 AB9723
 AB9723.The orthometric height was determined by GPS observations and a
 AB9723.high-resolution geoid model.
 AB9723
 AB9723.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9723
 AB9723.Click photographs - Photos may exist for this station.
 AB9723
 AB9723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9723
 AB9723.The ellipsoidal height was determined by GPS observations
 AB9723.and is referenced to NAD 83.
 AB9723
 AB9723. The following values were computed from the NAD 83(1996) position.
 AB9723
 AB9723;                    North         East     Units Scale Factor Converg.
 AB9723;UTM  21      -   602,641.212   698,889.018   MT  1.00008964   +0 10 13.9
 AB9723
 AB9723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9723!UTM  21      -   1.00000224  x   1.00008964  =   1.00009188
 AB9723
 AB9723_U.S. NATIONAL GRID SPATIAL ADDRESS: 21NXG9888902641(NAD 83)
 AB9723
 AB9723                          SUPERSEDED SURVEY CONTROL
 AB9723
 AB9723.No superseded survey control is available for this station.
 AB9723
 AB9723_MARKER: Z = SEE DESCRIPTION
 AB9723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9723_STAMPING: 5
 AB9723_MAGNETIC: I = MARKER IS A STEEL ROD
 AB9723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9723+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1996
 AB9723
 AB9723  HISTORY     - Date     Condition        Report By
 AB9723  HISTORY     - UNK      MONUMENTED
 AB9723  HISTORY     - 19960422 GOOD             NGS
 AB9723
 AB9723                          STATION DESCRIPTION
 AB9723
 AB9723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9723'THE STATION SET BY AN UNKNOWN AGENCY IS RECOVERED AT THIS TIME.  THE
 AB9723'STATION IS LOCATED 42 KM (26.10 MI) SOUTH FROM PARAMARIBO, IN ZANDERY,
 AB9723'AT THE JOHAN ADOLPH PENGEL INTERNATIONAL AIRPORT, SURINAME. CONTACT MR
 AB9723'JOHN VIERA, DIRECTOR, DEPARTMENT OF CIVIL AVIATION SURINAME,
 AB9723'MINISTERIE VAN TRANSPORT, COMMUNICATIE EN TOERISME, LUCHTVAARTDIENST,
 AB9723'PO BOX 1981, PARAMARIBO, SURINAME, PHONE (597) 497-914, FAX (597)
 AB9723'498-901, IN ADVANCE OF OPERATIONS TO ARRANGE FOR ACCESS TO STATION ON
 AB9723'AIRFIELD.  TO REACH THE STATION FROM THE CONTROL TOWER, GO SOUTHWEST
 AB9723'ACROSS APRON TO ACCESS ROAD ON RIGHT.  TURN RIGHT AND GO WEST AND
 AB9723'SOUTH ON ACCESS ROAD FOR 0.5 KM (0.30 MI) TO RUNWAY END ON LEFT.
 AB9723'CONTINUE SOUTH ON ACCESS ROAD FOR 625 FT (190.5 M) TO FORK.  BEAR LEFT
 AB9723'AND CONTINUE SOUTH ON ACCESS ROAD FOR 425 FT (129.5 M) TO
 AB9723'METEOROLOGICAL RADAR STATION ON THE RIGHT.  TURN RIGHT AND GO WEST FOR
 AB9723'220 FT (67.1 M) TO STATION IN FRONT YARD OF RADAR STATION.  THE
 AB9723'STATION IS LOCATED 26.7 M (87.6 FT) NORTHWEST FROM THE NORTHWEST
 AB9723'CORNER OF A BUILDING, 26.7 M (87.6 FT) NORTH FROM A 15 INCH MANGO
 AB9723'TREE, AND 8.8 M (28.9 FT) SOUTHEAST FROM THE AIRPORT FENCE. THE
 AB9723'STATION IS THE TOP CENTER OF THE ROUNDED END OF A 1/2 INCH STEEL ROD
 AB9723'PROJECTING 3/4 INCH FROM THE CENTER OF A 50 CM (20 IN) SQUARE CONCRETE
 AB9723'MONUMENT PROJECTING 83 CM (32 IN) ABOVE GROUND.  DESCRIBED BY RA
 AB9723'ZEMAITIS.  THIS IS A HORIZONTAL CONTROL STATION IN THE SURINAME SURVEY
 AB9723'NETWORK.
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:10:09 EDT
 AB9306 ***********************************************************************
 AB9306  DESIGNATION -  DHG 2356
 AB9306  PID         -  AB9306
 AB9306  STATE/COUNTY-  SR/DISTRICT OF SURINAM
 AB9306  COUNTRY     -  SURINAM
 AB9306  USGS QUAD   -  
 AB9306
 AB9306                         *CURRENT SURVEY CONTROL
 AB9306  ______________________________________________________________________
 AB9306* NAD 83(2011) POSITION- 05 27 11.21579(N) 055 12 42.61780(W)   NO CHECK
 AB9306* NAD 83(2011) ELLIP HT-   -16.051 (meters)        (06/27/12)   NO CHECK
 AB9306* NAD 83(2011) EPOCH   -  2010.00
 AB9306* LMSL    ORTHO HEIGHT -    15.    (meters)       49.    (feet) GPS OBS
 AB9306  ______________________________________________________________________
 AB9306  LMSL orthometric height was determined with geoid model       EGM96
 AB9306  GEOID HEIGHT    -        -33.518 (meters)                     EGM96
 AB9306  GEOID HEIGHT    -        -33.685 (meters)                     EGM08
 AB9306  NAD 83(2011) X  -  3,622,638.426 (meters)                     COMP
 AB9306  NAD 83(2011) Y  - -5,214,592.311 (meters)                     COMP
 AB9306  NAD 83(2011) Z  -    602,081.069 (meters)                     COMP
 AB9306
 AB9306  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9306  Standards:
 AB9306         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9306            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9306  -------------------------------------------------------------------
 AB9306  NETWORK   13.86  32.20           2.41   6.92  16.43     -0.35890052
 AB9306  -------------------------------------------------------------------
 AB9306  Click here for local accuracies and other accuracy information.
 AB9306
 AB9306.The horizontal coordinates were established by GPS observations
 AB9306.and adjusted by the National Geodetic Survey in June 2012.
 AB9306
 AB9306.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9306.been affixed to the stable North American tectonic plate. See 
 AB9306.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9306
 AB9306.The horizontal coordinates are valid at the epoch date displayed above
 AB9306.which is a decimal equivalence of Year/Month/Day.
 AB9306
 AB9306.No horizontal observational check was made to the station.
 AB9306
 AB9306.The orthometric height was determined by GPS observations and a
 AB9306.high-resolution geoid model.
 AB9306
 AB9306.No vertical observational check was made to the station.
 AB9306
 AB9306.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9306
 AB9306.Click photographs - Photos may exist for this station.
 AB9306
 AB9306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9306
 AB9306.The ellipsoidal height was determined by GPS observations
 AB9306.and is referenced to NAD 83.
 AB9306
 AB9306. The following values were computed from the NAD 83(2011) position.
 AB9306
 AB9306;                    North         East     Units Scale Factor Converg.
 AB9306;UTM  21      -   603,045.212   698,114.899   MT  1.00008584   +0 10 12.0
 AB9306
 AB9306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9306!UTM  21      -   1.00000252  x   1.00008584  =   1.00008837
 AB9306
 AB9306_U.S. NATIONAL GRID SPATIAL ADDRESS: 21NXG9811403045(NAD 83)
 AB9306
 AB9306                          SUPERSEDED SURVEY CONTROL
 AB9306
 AB9306  NAD 83(2007)-  05 27 11.21505(N)    055 12 42.61706(W) AD(2002.00) 0
 AB9306  ELLIP H (02/10/07)  -16.029  (m)                       GP(2002.00)    
 AB9306  NAD 83(1996)-  05 27 11.21428(N)    055 12 42.62077(W) AD(       ) 1
 AB9306  ELLIP H (12/09/96)  -16.010  (m)                       GP(       ) 1 1
 AB9306
 AB9306.Superseded values are not recommended for survey control.
 AB9306
 AB9306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9306.See file dsdata.pdf to determine how the superseded data were derived.
 AB9306
 AB9306_MARKER: Z = SEE DESCRIPTION
 AB9306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9306_STAMPING: 2356
 AB9306_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9306+STABILITY: SURFACE MOTION
 AB9306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9306+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1996
 AB9306
 AB9306  HISTORY     - Date     Condition        Report By
 AB9306  HISTORY     - UNK      MONUMENTED
 AB9306  HISTORY     - 19960422 GOOD             NGS
 AB9306
 AB9306                          STATION DESCRIPTION
 AB9306
 AB9306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9306'THE STATION IS LOCATED 42 KM (26.10 MI) SOUTH FROM PARAMARIBO, IN
 AB9306'ZANDEREY, WEST OF JOHAN ADOLPH PENGEL INTERNATIONAL AIRPORT AND IN THE
 AB9306'RIGHT OF WAY OF THE ROAD TO COLA KREEK.  TO REACH THE STATION FROM THE
 AB9306'INTERSECTION OF THE TERMINUS OF KENNEDY HIGHWAY, THE BEGINNING OF THE
 AB9306'ROAD TO COLA KREEK, AND THE AIRPORT ENTRANCE ROAD, FOLLOW THE ROAD TO
 AB9306'COLA KREEK FOR A TOTAL OF 1.8 KM (1.10 MI) BY GOING WEST FROM SAID
 AB9306'INTERSECTION FOR 0.2 KM (0.10 MI) TO A FORK IN THE ROAD.  BEAR RIGHT
 AB9306'AND GO NORTHWEST FOR 1.0 KM (0.60 MI) TO A DIRT ROAD LEFT AND A WOOD
 AB9306'ROAD SIGN AHEAD.  TURN LEFT TO STAY ON THE ROAD TO COLA KREEK AND GO
 AB9306'SOUTHWEST FOR 0.6 KM (0.35 MI) TO THE STATION ON THE LEFT JUST BEFORE
 AB9306'THE ROAD CURVES TO THE RIGHT.  THE HORIZONTAL STATION IS THE VERTICAL
 AB9306'CENTER OF A ONE INCH DIAMETER PLASTIC PIPE SET IN A SIX INCH SQUARE
 AB9306'CONCRETE MONUMENT WITH -2356- STAMPED ON A METAL PLATE SET IN THE
 AB9306'NORTHWEST SIDE OF THE CONCRETE.  THE STATION IS 19.2 M (63.0 FT) NORTH
 AB9306'OF THE NORTH FENCE POST AROUND THE MIDDLE MARKER FOR RUNWAY 11 AT
 AB9306'PENGEL AIRPORT, 19.3 M (63.3 FT) NORTHEAST OF THE CENTER OF A CONCRETE
 AB9306'FILLED SIX INCH DIAMETER STEEL POST WHICH IS THE NORTHEAST GATEPOST
 AB9306'FOR A TWELVE FOOT WIDE ASPHALT ROAD, 1.2 M (3.9 FT) SOUTHEAST OF THE
 AB9306'SOUTHEAST EDGE OF A 25 FOOT (7.6 M) WIDE DIRT ROAD, 80 CM (30 INCH)
 AB9306'SOUTHWEST OF A FOUR INCH SQUARE BY THREE FOOT TALL CONCRETE POST
 AB9306'PAINTED -DHG 2356- ON THE SIDE FACING NORTHWEST, 57 CM (22 INCH)
 AB9306'NORTHWEST OF A BARBED WIRE FENCE AND IS 20 CM (8 INCH) BELOW GRADE.
 AB9306'THIS IS A HORIZONTAL TRIANGULATION STATION IN THE SURINAME SURVEY
 AB9306'NETWORK.  WCW-1996.
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:10:09 EDT
 AB9721 ***********************************************************************
 AB9721  DESIGNATION -  SMJP A
 AB9721  PID         -  AB9721
 AB9721  STATE/COUNTY-  SR/DISTRICT OF SURINAM
 AB9721  COUNTRY     -  SURINAM
 AB9721  USGS QUAD   -  
 AB9721
 AB9721                         *CURRENT SURVEY CONTROL
 AB9721  ______________________________________________________________________
 AB9721* NAD 83(1996) POSITION- 05 27 12.03901(N) 055 10 13.80781(W)   ADJUSTED
 AB9721* NAD 83(1996) ELLIP HT-   -14.223 (meters)        (01/06/97)   ADJUSTED
 AB9721* LMSL    ORTHO HEIGHT -    16.4   (meters)       54.    (feet) GPS OBS
 AB9721  ______________________________________________________________________
 AB9721  LMSL orthometric height was determined with geoid model       EGM96
 AB9721  GEOID HEIGHT    -        -33.442 (meters)                     EGM96
 AB9721  GEOID HEIGHT    -        -33.636 (meters)                     EGM08
 AB9721  NAD 83(1996) X  -  3,626,399.224 (meters)                     COMP
 AB9721  NAD 83(1996) Y  - -5,211,976.919 (meters)                     COMP
 AB9721  NAD 83(1996) Z  -    602,106.416 (meters)                     COMP
 AB9721  HORZ ORDER      -  FIRST
 AB9721  ELLP ORDER      -  FOURTH    CLASS II
 AB9721
 AB9721.The horizontal coordinates were established by GPS observations
 AB9721.and adjusted by the National Geodetic Survey in January 1997.
 AB9721
 AB9721.The orthometric height was determined by GPS observations and a
 AB9721.high-resolution geoid model.
 AB9721
 AB9721.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9721
 AB9721.Click photographs - Photos may exist for this station.
 AB9721
 AB9721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9721
 AB9721.The ellipsoidal height was determined by GPS observations
 AB9721.and is referenced to NAD 83.
 AB9721
 AB9721. The following values were computed from the NAD 83(1996) position.
 AB9721
 AB9721;                    North         East     Units Scale Factor Converg.
 AB9721;UTM  21      -   603,084.252   702,696.074   MT  1.00010857   +0 10 26.1
 AB9721
 AB9721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9721!UTM  21      -   1.00000224  x   1.00010857  =   1.00011081
 AB9721
 AB9721_U.S. NATIONAL GRID SPATIAL ADDRESS: 21NYG0269603084(NAD 83)
 AB9721
 AB9721                          SUPERSEDED SURVEY CONTROL
 AB9721
 AB9721.No superseded survey control is available for this station.
 AB9721
 AB9721_MARKER: DH = HORIZONTAL CONTROL DISK
 AB9721_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB9721_SP_SET: CULVERT HEADWALL
 AB9721_STAMPING: SMJP A 1996
 AB9721_MARK LOGO: NGS
 AB9721_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB9721+STABILITY: SURFACE MOTION
 AB9721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9721+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB9721
 AB9721  HISTORY     - Date     Condition        Report By
 AB9721  HISTORY     - 1996     MONUMENTED       NGS
 AB9721
 AB9721                          STATION DESCRIPTION
 AB9721
 AB9721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9721'THE STATION IS LOCATED 42 KM (26.10 MI) SOUTH FROM PARAMARIBO, IN
 AB9721'ZANDERY, AT THE JOHAN ADOLPH PENGEL INTERNATIONAL AIRPORT, SURINAME.
 AB9721'CONTACT MR JOHN VIERA, DIRECTOR, DEPARTMENT OF CIVIL AVIATION
 AB9721'SURINAME, MINISTERIE VAN TRANSPORT, COMMUNICATIE EN TOERISME,
 AB9721'LUCHTVAARTDIENST, PO BOX 1981, PARAMARIBO, SURINAME, PHONE (597)
 AB9721'497-914, FAX (597) 498-901, IN ADVANCE OF OPERATIONS TO ARRANGE FOR
 AB9721'ACCESS TO STATION EAST OF THE AIRFIELD ON PUBLIC LAND.  TO REACH THE
 AB9721'STATION FROM THE CONTROL TOWER, GO SOUTHEAST ACROSS APRON TO RUNWAY.
 AB9721'TURN LEFT AND GO EAST FOR 3 KM (1.85 MI) TO END OF RUNWAY.  CONTINUE
 AB9721'EAST ON PAVED ROAD FOR 76 M (249.3 FT) TO A LOCKED GATE.  PASS THROUGH
 AB9721'GATE AND CONTINUE EAST ON PAVED ROAD FOR 18.3 M (60.0 FT) TO STATION
 AB9721'ON THE LEFT.  THE STATION IS LOCATED 18.8 M (61.7 FT) NORTH-NORTHEAST
 AB9721'FROM CENTER OF GATE, 15.4 M (50.5 FT) EAST FROM AIRPORT FENCE, 12.6 M
 AB9721'(41.3 FT) NORTH FROM SOUTH CULVERT HEADWALL, 7.3 M (24.0 FT) NORTH
 AB9721'FROM CENTERLINE OF ROAD, AND 20 INCHES EAST FROM WEST END OF 8 INCH
 AB9721'THICK X 6 FOOT (1.8 M) CULVERT HEADWALL. DESCRIBED BY RA ZEMAITIS.
 AB9721'NOTE--THIS IS A SECONDARY AIRPORT CONTROL STATION (SACS) AT THE JOHAN
 AB9721'ADOLPH PENGEL INTERNATIONAL AIRPORT.
1    National Geodetic Survey, Retrieval Date = MAY 10, 2024 21:10:09 EDT
 AB9305 ***********************************************************************
 AB9305  DESIGNATION -  ZANDERIJ CBL P 4
 AB9305  PID         -  AB9305
 AB9305  STATE/COUNTY-  SR/DISTRICT OF SURINAM
 AB9305  COUNTRY     -  SURINAM
 AB9305  USGS QUAD   -  
 AB9305
 AB9305                         *CURRENT SURVEY CONTROL
 AB9305  ______________________________________________________________________
 AB9305* NAD 83(2011) POSITION- 05 26 59.89811(N) 055 11 06.61989(W)   ADJUSTED
 AB9305* NAD 83(2011) ELLIP HT-   -14.454 (meters)        (06/27/12)   ADJUSTED
 AB9305* NAD 83(2011) EPOCH   -  2010.00
 AB9305* LMSL    ORTHO HEIGHT -    16.3   (meters)       53.    (feet) GPS OBS
 AB9305  ______________________________________________________________________
 AB9305  LMSL orthometric height was determined with geoid model       EGM96
 AB9305  GEOID HEIGHT    -        -33.479 (meters)                     EGM96
 AB9305  GEOID HEIGHT    -        -33.662 (meters)                     EGM08
 AB9305  NAD 83(2011) X  -  3,625,084.727 (meters)                     COMP
 AB9305  NAD 83(2011) Y  - -5,212,934.153 (meters)                     COMP
 AB9305  NAD 83(2011) Z  -    601,735.139 (meters)                     COMP
 AB9305
 AB9305  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB9305  Standards:
 AB9305         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB9305            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB9305  -------------------------------------------------------------------
 AB9305  NETWORK   12.83   6.57           1.23   6.51   3.35     -0.29766288
 AB9305  -------------------------------------------------------------------
 AB9305  Click here for local accuracies and other accuracy information.
 AB9305
 AB9305.The horizontal coordinates were established by GPS observations
 AB9305.and adjusted by the National Geodetic Survey in June 2012.
 AB9305
 AB9305.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB9305.been affixed to the stable North American tectonic plate. See 
 AB9305.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB9305
 AB9305.The horizontal coordinates are valid at the epoch date displayed above
 AB9305.which is a decimal equivalence of Year/Month/Day.
 AB9305
 AB9305.The orthometric height was determined by GPS observations and a
 AB9305.high-resolution geoid model.
 AB9305
 AB9305.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB9305
 AB9305.Click photographs - Photos may exist for this station.
 AB9305
 AB9305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB9305
 AB9305.The ellipsoidal height was determined by GPS observations
 AB9305.and is referenced to NAD 83.
 AB9305
 AB9305. The following values were computed from the NAD 83(2011) position.
 AB9305
 AB9305;                    North         East     Units Scale Factor Converg.
 AB9305;UTM  21      -   602,706.358   701,071.318   MT  1.00010045   +0 10 20.7
 AB9305
 AB9305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB9305!UTM  21      -   1.00000227  x   1.00010045  =   1.00010272
 AB9305
 AB9305_U.S. NATIONAL GRID SPATIAL ADDRESS: 21NYG0107102706(NAD 83)
 AB9305
 AB9305                          SUPERSEDED SURVEY CONTROL
 AB9305
 AB9305  NAD 83(2007)-  05 26 59.89738(N)    055 11 06.61914(W) AD(2002.00) 0
 AB9305  ELLIP H (02/10/07)  -14.431  (m)                       GP(2002.00)    
 AB9305  NAD 83(1996)-  05 26 59.89661(N)    055 11 06.62286(W) AD(       ) A
 AB9305  ELLIP H (12/09/96)  -14.413  (m)                       GP(       ) 1 1
 AB9305
 AB9305.Superseded values are not recommended for survey control.
 AB9305
 AB9305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB9305.See file dsdata.pdf to determine how the superseded data were derived.
 AB9305
 AB9305_MARKER: DQ = CALIBRATION BASE LINE DISK
 AB9305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB9305_STAMPING: P 4
 AB9305_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB9305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB9305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB9305+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1996
 AB9305
 AB9305  HISTORY     - Date     Condition        Report By
 AB9305  HISTORY     - UNK      MONUMENTED
 AB9305  HISTORY     - 19960422 GOOD             NGS
 AB9305
 AB9305                          STATION DESCRIPTION
 AB9305
 AB9305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (AJL)
 AB9305'THE STATION IS LOCATED 42 KM (26.10 MI) SOUTH FROM PARAMARIBO, IN
 AB9305'ZANDERIJ, AT THE JOHAN ADOLPH PENGEL INTERNATIONAL AIRPORT, SURINAME.
 AB9305'CONTACT MR JOHN VIERA, DIRECTOR, DEPARTMENT OF CIVIL AVIATION
 AB9305'SURINAME, MINISTERIE VAN TRANSPORT, COMMUNICATIE EN TOERISME,
 AB9305'LUCHTVAARTDIENST, PO BOX 1981, PARAMARIBO, SURINAME, PHONE (597)
 AB9305'497-914, FAX (597) 498-901, IN ADVANCE OF OPERATIONS TO ARRANGE FOR
 AB9305'ACCESS TO STATION ON AIRFIELD.  TO REACH THE STATION FROM THE CONTROL
 AB9305'TOWER, GO SOUTHEAST ON APRON TO RUNWAY.  TURN LEFT AND GO EAST ON
 AB9305'RUNWAY FOR 1.4 KM (0.85 MI) TO A DIRT ACCESS ROAD TO THE VOR ON THE
 AB9305'RIGHT.  TURN RIGHT AND GO SOUTH FOR 182.9 M (600.1 FT) TO VOR.  TURN
 AB9305'RIGHT AND GO SOUTHWEST FOR 100 M (328.1 FT) TO THE STATION.  THE
 AB9305'STATION IS THE CENTER PUNCH ON TOP OF A 2.0 X 4.0 CM (0.8 X 1.5 INCH)
 AB9305'ALUMINUM MUSHROOM PROJECTING 2.5 CM (1 INCH) FROM THE CENTER OF A 40
 AB9305'CM (16 INCH) SQUARE CONCRETE MONUMENT PROJECTING 0.6 M (2.0 FT) ABOVE
 AB9305'GROUND.  THE STATION IS LOCATED 100.6 M (330.1 FT) SOUTHWEST FROM VOR.
 AB9305'THIS IS THE PACS STATION AT JOHAN ADOLPH PENGEL INTERNATIONAL AIRPORT,
 AB9305'AND A CALIBRATION BASE LINE MONUMENT IN THE SURINAME SURVEY NETWORK.

 *** retrieval complete.
