STATE OF NORTH CAROLINA 1 CONTENTS BASE LINE DESIGNATION STATE COUNTY QUAD CONCORD CBL NORTH CAROLINA CABARRUS N350803 EVERETTS NORTH CAROLINA MARTIN N350771 EVERETTS CBL (1993 REMEASURED) NORTH CAROLINA MARTIN N350771 FRANKLIN CBL NORTH CAROLINA MACON N350832 HENDERSONVILLE (1982) NORTH CAROLINA HENDERSON N350822 HENDERSONVILLE CBL (1993 DESTROYED) NORTH CAROLINA HENDERSON N350822 JEFFERSON CBL NORTH CAROLINA ASHE N360812 MAPLE CBL NORTH CAROLINA CURRITUCK N360762 MARION CBL NORTH CAROLINA MCDOWELL N350821 MAXTON CBL NORTH CAROLINA SCOTLAND N340791 RAEFORD (1982) NORTH CAROLINA HOKE N340791 RAEFORD CBL (1993 REMEASURED) NORTH CAROLINA HOKE N340791 RALEIGH NORTH CAROLINA WAKE N350784 RALEIGH CBL (1993 REMEASURED) NORTH CAROLINA WAKE N350784 ROCKINGHAM-HAMLET (1974, 1980) NORTH CAROLINA RICHMOND N340794 ROCKINGHAM-HAMLET (1993 NO LONGER USEABLE) NORTH CAROLINA RICHMOND N340794 SALISBURY NORTH CAROLINA ROWAN N350804 SHELBY CBL NORTH CAROLINA CLEVELAND N350813 SMITHFIELD CBL NORTH CAROLINA JOHNSTON N350781 STATESVILLE (1982) NORTH CAROLINA IREDELL N350804 STATESVILLE CBL (1993 REMEASURED) NORTH CAROLINA IREDELL N350804 WALLACE NORTH CAROLINA PENDER N340781 WALLACE CBL (1993 REMEASURED) NORTH CAROLINA PENDER N340781 WHITEVILLE CBL NORTH CAROLINA COLUMBUS N340783 1 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N350803 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: CONCORD CBL NORTH CAROLINA SILVER SPRING MD 20910 - OCTOBER 15,1998 PROJECT ACCESSION NUMBER: 15482 CABARRUS COUNTY NEAREST TOWN: CONCORD LIST OF ADJUSTED DISTANCES (OCTOBER 9, 1998) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) 3N8 000 1996 206.238 3N8 150 1996 204.897 150.0016 150.0076 0.1 3N8 000 1996 206.238 3N8 420 1996 202.221 419.9897 420.0089 0.1 3N8 000 1996 206.238 3N8 1250 1996 194.552 1250.0512 1250.1058 0.1 3N8 150 1996 204.897 3N8 420 1996 202.221 269.9881 270.0014 0.1 3N8 150 1996 204.897 3N8 1250 1996 194.552 1100.0496 1100.0982 0.1 3N8 420 1996 202.221 3N8 1250 1996 194.552 830.0615 830.0969 0.1 DESCRIPTION OF CONCORD BASE LINE YEAR MEASURED: 1977 LATITUDE: 35 23 22 LONGITUDE: 080 42 36 AZIMUTH: 190 DEGREES TRUE NORTH CHIEF OF PARTY: PAC THE BASE LINE IS LOCATED ABOUT 11.3 KM (7.0 MI) SOUTHWEST OF CONCORD AT THE CONCORD REGIONAL AIRPORT. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE NORTH END. IT CONSISTS OF THE 0, 150, 420 AND 1250 METER POINTS. THERE IS NO 100 FT. TAPE CALIBRATION MARK. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF INTERSTATE 85 (I-85 AT EXIT 52) AND POPLAR BRANCH ROAD, GO WEST ON POPLAR BRANCH ROAD FOR 1.45 KM (0.90 MI) TO DARITA ROAD, TURN LEFT AND GO SOUTH ON DARITA ROAD FOR 2.4 KM ( 1.5 MI) TO THE ENTRANCE ROAD TO THE CONCORD REGIONAL AIRPORT, TURN LEFT AND GO EAST ON THE ENTRANCE ROAD FOR 0.72 KM (0.45 MI) TO THE AIRPORT TERMINAL, GO NORTH FROM THE TERMINAL FOR 0.48 KM (0.3 MI) TO THE NORTH END OF THE RUNWAY AND THE STATION BETWEEN THE TAXIWAY AND THE RUNWAY. THE 0-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY (NCGS) HORIZONTAL CONTROL DISK STAMPED "3N8 000 1996" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST RECESSED 2 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS ON THE PROLONGATION OF THE NORTH SIDE OF NORTH MOST HANGER, 86.3 M (283.0 FT) WEST OF THE WEST EDGE OF THE RUNWAY, 65.8 M (216.0 FT) SOUTHWEST OF THE NORTHWEST OF THREE WIND SOCKS, 53.2 M (174.5 FT) NORTH OF THE CENTERLINE OF A RAMP, 42.6 M (139.6 FT) NORTH NORTHWEST OF THE NORTHWEST CORNER OF PAD FOR SIGN (D20-2), 36.5 M (119.8 FT) NORTH NORTHWEST OF THE CENTER OF A DROP INLET, 20.4 M (67.0 FT) EAST OF THE CENTERLINE OF TAXIWAY. THE 150-METER POINT IS A NCGS HORIZONTAL CONTROL DISK STAMPED "3N8 150 1996" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE RECESSED 2 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS BETWEEN THE TAXIWAY AND RUNWAY ABOUT 0.4 KM (0.25 MI) NORTH OF THE TERMINAL, 103.0 M (338.0 FT) NORTH NORTHEAST OF THE NORTHEAST CORNER OF PAD FOR SIGN (TERM), 86.0 M (282.0 FT) WEST OF THE WEST EDGE OF RUNWAY, 81.4 M (267.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF PAD FOR SIGN (D-A), 34.2 M (112.3 FT) NORTH NORTHWEST OF THE CENTER OF DROP INLET, AND 20.4 M (67.0 FT) EAST OF THE CENTERLINE OF TAXIWAY. THE 430-METER POINT IS A NCGS HORIZONTAL CONTROL DISK STAMPED "3N8 420 1996" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS BETWEEN THE TAXIWAY AND RUNWAY AND 0.08 KM (0.05 MI) NORTHEAST OF THE TERMINAL, 86.3 M (283.0 FT) WEST OF THE WEST EDGE OF RUNWAY, 52.3 M (171.5 FT) NORTH OF THE CENTERLINE OF A RAMP, 35.0 M (114.7 FT) SOUTHWEST OF THE CENTER OF A WIND SOCK, 33.0 M (108.0 FT) NORTH NORTHWEST OF CENTER OF DROP INLET, AND 20.3 M (66.5 FT) EAST OF THE CENTERLINE OF TAXIWAY. 1THE 1250-METER POINT IS A NCGS HORIZONTAL CONTROL DISK STAMPED "3N8 1250 1996" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST RECESSED 2 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS BETWEEN THE TAXIWAY AND RUNWAY AND 0.8 KM (0.5 MI) SOUTH OF THE TERMINAL, 86.1 M (282.5 FT) WEST OF THE WEST EDGE OF RUNWAY, 65.5 M (215.0 FT) NORTHEAST OF CENTER OF DROP INLET WEST OF TAXIWAY AT SOUTH END, 54.9 M (180.0 FT) NORTH OF THE CENTERLINE OF TAXIWAY AT SOUTH END, 44.1 M (144.8 FT) NORTH NORTHWEST OF THE NORTHWEST CORNER OF PAD FOR SIGN (A-2), 32.1 M (105.2 FT) NORTH NORTHWEST OF CENTER OF DROP INLET, AND 20.3 M (66.5 FT) EAST OF THE CENTERLINE OF THE TAXIWAY. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH NORTH CAROLINA GEODETIC SURVEY. FOR MORE INFORMATION PLEASE CONTACT GARY W. THOMPSON, NCGS, 512 N. SALISBURY STREET, RALEIGH, NORTH CAROLINA 27604. PHONE (919) 733-3836. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N350771 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: EVERETTS NORTH CAROLINA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15482 MARTIN COUNTY LIST OF ADJUSTED DISTANCES (APRIL 20,1982) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) EVERETTS 000 22.537 EVERETTS 150 22.603 150.0019 150.0019 0.2 EVERETTS 000 22.537 EVERETTS 430 21.722 430.0008 430.0016 0.5 EVERETTS 000 22.537 EVERETTS 1130 19.704 1129.9924 1129.9960 0.6 EVERETTS 150 22.603 EVERETTS 430 21.722 279.9989 280.0003 0.4 EVERETTS 150 22.603 EVERETTS 1130 19.704 979.9906 979.9949 0.6 EVERETTS 430 21.722 EVERETTS 1130 19.704 699.9917 699.9946 0.4 DESCRIPTION OF EVERETTS BASE LINE YEAR MEASURED: 1982 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHWEST OF WILLIAMSTON, 8.0 KM (5.0 MI) NORTHEAST OF ROBERSONVILLE AND 3.2 KM (2.0 MI) NORTH OF EVERETTS AT THE MARTIN COUNTY AIRPORT ALONG THE SOUTHEAST SIDE OF THE RUNWAY. TO REACH THE 0 METER POINT FROM THE POST OFFICE IN EVERETTS, GO NORTH ON BROAD STREET FOR 2.6 KM (1.6 MI) TO A T-ROAD JUNCTION. TURN LEFT, GO WESTERLY ON PAVED ROAD FOR 0.6 KM (0.4 MI) TO THE MARTIN COUNTY AIRPORT ROAD ON THE RIGHT, TURN RIGHT, GO NORTHEAST ON AIRPORT ROAD FOR 0.5 KM (0.35 MI) TO THE ENTRANCE GATE TO AIR FIELD, PASS THROUGH GATE, FOLLOW TAXIWAY FOR 0.2 KM (0.1 MI) TO THE RUNWAY, (TURN LEFT, GO SOUTHWEST ALONG THE SOUTHEAST SIDE OF RUNWAY FOR 0.5 KM (0.3 MI) TO THE END OF RUNWAY AND THE 1130 METER POINT) TURN RIGHT, GO NORTHEAST ALONG SOUTHEAST SIDE OF RUNWAY FOR 0.24 KM (0.15 MI) TO THE 430 METER POINT, CONTINUE NORTHEAST ALONG SOUTHEAST SIDE OF RUNWAY FOR 0.3 KM (0.2 MI) TO THE 150 METER POINT, CONTINUE NORTHEAST ALONG SOUTHEAST SIDE OF RUNWAY FOR 0.2 KM (0.1 MI) TO THE END OF RUNWAY AND THE 0 METER POINT. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE NORTHEAST END. IT IS MADE UP OF THE 0, 150, 430, AND 1130 METER POINTS. THE MARKS ARE NORTH CAROLINA GEODETIC TRIANGULATION SURVEY DISKS. THE 0 METER POINT IS A STANDARD NCGS DISK STAMPED---EVERETTS 000---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM (14 IN) IN DIAMETER FLUSH WITH GROUND LOCATED 37.40 M (122.7 FT) NE FROM THE NORTHEAST CORNER OF THE ORANGE VASI LAMP HOUSING, 18.90 M (62.0 FT) E FROM THE CENTER LINE OF RUNWAY, 7.38 M (24.2 FT) E FROM THE NORTHEAST CORNER OF RUNWAY, AND 5.36 M (17.6 FT) SE FROM THE EAST MOST BLUE RUNWAY MARKER LIGHT. THE 1130 METER POINT IS A STANDARD NCGS DISK STAMPED---EVERETTS 1130---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM (14 IN) IN DIAMETER FLUSH WITH GROUND LOCATED 18.50 M (60.7 FT) S FROM THE CENTER LINE OF RUNWAY, 7.53 M (24.7 FT) E FROM THE CENTER OF THREE BLUE MARKER LIGHTS, 7.47 M (24.5 FT) S FROM THE SOUTHEAST CORNER OF RUNWAY, AND 4.30 M (14.1 FT) E FROM THE SOUTHEAST MOST BLUE RUNWAY MARKER LIGHT. ALL MARKS ARE STANDARD NCGS DISKS STAMPED WITH THE BASE LINE AND METER POINT DESIGNATIONS. FOR SITE ACCESS CONTACT MR. W.E. DUNN, AIRPORT MANAGER, POST OFFICE BOX 47 WILLIAMSTON, NORTH CAROLINA 27892. TELEPHONE (919) 792- 2629. HE HAS THE KEYS TO THE AIRPORT GATE. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF NORTH CAROLINA. FOR FURTHER INFORMATION CONTACT MR. LARRY W. AKER, CHIEF GEODETIC SURVEY SECTION, NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT, BOX 27687, RALEIGH, NORTH CAROLINA 27611. TELEPHONE (919) 733-3836. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N350771 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: EVERETTS CBL NORTH CAROLINA ROCKVILLE MD 20852 - MARCH 29, 1993 PROJECT ACCESSION NUMBER: 15482 MARTIN COUNTY NEAREST TOWN: EVERETTS LIST OF ADJUSTED DISTANCES (MARCH 22, 1993) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) EVERETTS 000 22.537 EVERETTS 150 22.604 150.0013 150.0013 0.1 EVERETTS 000 22.537 EVERETTS 430 21.723 430.0002 430.0009 0.1 EVERETTS 000 22.537 EVERETTS 1130 19.698 1129.9911 1129.9947 0.2 EVERETTS 150 22.604 EVERETTS 430 21.723 279.9989 280.0002 0.1 EVERETTS 150 22.604 EVERETTS 1130 19.698 979.9898 979.9941 0.1 EVERETTS 430 21.723 EVERETTS 1130 19.698 699.9909 699.9939 0.1 DESCRIPTION OF EVERETTS BASE LINE YEAR MEASURED: 1982 YEAR REMEASURED: 1993 CHIEF OF PARTY: KM THE BASE LINE IS LOCATED ABOUT 8.0 KM (5.0 MI) NORTHWEST OF WILLIAMSTON, 8.0 KM (5.0 MI) NORTHEAST OF ROBERSONVILLE, AND 3.2 KM ( 2.0 MI) NORTH OF EVERETTS AT THE MARTIN COUNTY AIRPORT. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE EASTERN EDGE OF RUNWAY (3-21). THE BASE LINE IS A NORTH-NORTHEAST, SOUTH-SOUTHWEST LINE WITH THE 0-METER POINT ON THE NORTH-NORTHEAST END. IT CONSISTS OF THE 0, 150, 430, AND 1130 METER POINTS. THE BASE LINE DISKS ARE NORTH CAROLINA GEODETIC SURVEY TRIANGULATION STATION DISKS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAYS 13, 64 AND 17, LOCATED IN SOUTHERN WILLIAMSTON, GO WESTERLY ON U.S. HIGHWAY 13 AND 64 FOR 9.8 KM (6.1 MI) TO THE INTERSECTION OF STATE ROAD 1138 (EVERETTS ROAD) ON THE RIGHT. TURN RIGHT AND GO NORTHERLY ON STATE ROAD 1138 FOR 2.6 KM (1.6 MI) TO THE T-INTERSECTION OF STATE ROAD 1404 (AIRPORT ROAD). TURN LEFT AND GO SOUTHWEST ON STATE ROAD 1404 FOR 0.6 KM (0.4 MI) TO THE ENTRANCE DRIVE FOR THE MARTIN COUNTY AIRPORT ON THE RIGHT. TURN RIGHT AND GO NORTHERLY ON THE ENTRANCE DRIVE FOR 0.5 KM (0.3 MI) TO A LOCKED GATE. PASS THROUGH GATE AND GO NORTHERLY ACROSS THE AIRCRAFT PARKING AREA ONTO TAXIWAY FOR 0.10 KM (0.06 MI) TO THE EASTERN EDGE OF RUNWAY (3-21). TURN RIGHT AND GO NORTHERLY PARALLELING THE EASTERN EDGE OF RUNWAY (3-21) FOR 0.67 KM (0.42 MI) TO THE 0-METER POINT NEAR THE NORTHEAST CORNER OF RUNWAY (3-21). THE 0-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK STAMPED "EVERETTS 000" SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 37.4 M (122.7 FT) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A CONCRETE APPROACH LIGHT FOUNDATION, 8.7 M (28.5 FT) SOUTHEAST OF THE EASTERN MOST RUNWAY END LIGHT, AND 7.4 M (24.3 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF RUNWAY (3-21). THE 150-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK STAMPED "EVERETTS 150" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST RECESSED 5 CM (2 IN) BELOW THE SURFACE OF THE GROUND. IT IS 39.8 M (130.6 FT) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A CONCRETE APPROACH LIGHT FOUNDATION, 7.1 M (23.3 FT) EAST-SOUTHEAST OF THE EASTERN EDGE OF RUNWAY (3-21), AND 6.1 M ( 20.0 FT) EAST-NORTHEAST OF A RUNWAY LIGHT. THE 430-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK STAMPED "EVERETTS 430" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 28.4 M (93.2 FT) SOUTH-SOUTHEAST OF A RUNWAY LIGHT, 21.4 M (70.2 FT) NORTHEAST OF A RUNWAY LIGHT, AND 6.9 M (22.6 FT) EAST-SOUTHEAST OF THE EASTERN EDGE RUNWAY (3-21). THE 1130-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK STAMPED "EVERETTS 1130" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 7.6 M (24.9 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF RUNWAY (3-21), 4.2 M (13.8 FT) EAST OF THE EASTERN MOST RUNWAY END LIGHT, AND 4.1 M (13.5 FT) WEST-NORTHWEST OF THE WESTERN EDGE OF A CUT-BANK. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. DRIVING ON THE RUNWAYS IS STRICTLY PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY. **NOTE: MR. LEO HOLLIS, AIRPORT MANAGER, P.O. BOX 436, WILLIAMSTON, NC 27892. TELEPHONE (919) 792-4464. MUST BE NOTIFIED 24-HOURS PRIOR TO WORK ON THE BASE LINE AND CAN PROVIDE THE KEY TO THE GATE**. THIS CALIBRATION BASE LINE WAS ESTABLISHED AND REMEASURED WITH ASSISTANCE FROM THE NORTH CAROLINA GEODETIC SURVEY. FOR MORE INFORMATION PLEASE CONTACT MR. LARRY AKERS, CHIEF GEODETIC SURVEY SECTION, NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES, P.O. BOX 27687, RALEIGH, NC 27611. TELEPHONE (919) 733-3836. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N350832 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: FRANKLIN CBL NORTH CAROLINA SILVER SPRING MD 20910 - May 15, 2000 PROJECT ACCESSION NUMBER: 15482 MACON COUNTY NEAREST TOWN: FRANKLIN LIST OF ADJUSTED DISTANCES (May 10, 2000) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) MACON 000 1998 614.561 MACON 150 1998 614.941 150.0268 150.0273 0.1 MACON 000 1998 614.561 FRANKLIN 410 1988 613.557 419.7585 419.7597 0.1 MACON 000 1998 614.561 FRANKLIN 1400 1988 628.283 1409.9860 1410.0528 0.2 MACON 150 1998 614.941 FRANKLIN 410 1988 613.557 269.7317 269.7353 0.1 MACON 150 1998 614.941 FRANKLIN 1400 1988 628.283 1259.9591 1260.0298 0.1 FRANKLIN 410 1988 613.557 FRANKLIN 1400 1988 628.283 990.2270 990.3365 0.1 DESCRIPTION OF FRANKLIN BASE LINE YEAR MEASURED: 1999 LATITUDE: 35 13 19 LONGITUDE: 083 25 14 AZIMUTH: 69 DEGREES TRUE NORTH CHIEF OF PARTY: JGG THE BASE LINE IS LOCATED ABOUT 5.6 KM (3.5 MI) NORTHWEST OF FRANKLIN AT THE MACON COUNTY AIRFIELD WHICH IS 21.8 KM (13.1 MI) NORTH OF THE NORTH CAROLINA/GEORGIA STATE LINE AND 8.8 KM (5.3 MI) NORTHEAST OF CARTOOGECHAYE. THE BASE LINE IS A SOUTHWEST-NORTHEAST LINE WITH THE 0 METER POINT ON THE SOUTHWEST END. THE BASE LINE CONSISTS OF THE 000, 150, 410, AND 1400 METER POINTS. THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE LINE. TO REACH THE 0-METER POINT OF THE BASE LINE FROM THE JUNCTION OF NORTH CAROLINA STATE HIGHWAY 28 (NC 28) AND U.S. BUSINESS 441 IN FRANKLIN, GO NORTH ON NC 28 FOR 4.5 KM (2.7 MI) TO THE JUNCTION OF STATE ROUTE 1434 (AIRPORT ROAD). TURN LEFT AND GO WEST ON STATE ROUTE 1434 FOR 2.0 KM (1.2 MI) TO A SIDE ROAD RIGHT. TURN RIGHT AND GO NORTH ON THE SIDE ROAD FOR 0.25 KM (0.15 MI) TO GATE AT AIRPORT TERMINAL. TURN RIGHT AND GO NORTHWEST ON TAXI RAMP "D" FOR 0.13 KM (0.08 MI) TO THE JUNCTION OF RUNWAY AND THE 0-METER POINT ON THE LEFT ALONG THE SOUTH EDGE OF THE RUNWAY. THE 0 METER POINT IS A STANDARD NORTH CAROLINA GEODETIC SURVEY DISK, STAMPED "MACON 000 1998", SET IN THE TOP OF A 26 CM (10 IN) ROUND CONCRETE POST RECESSED 2.5 CM (1.0 IN) BELOW THE SURFACE OF THE GROUND. IT IS 41.9 M (137.5 FT) WEST SOUTHWEST OF THE CENTERLINE OF THE TAXI RAMP "D", 29.1 M (95.5 FT) NORTHWEST OF WINDSOCK IN FRONT OF TERMINAL, 20.4 M (67.0 FT) SOUTH OF THE CENTERLINE OF THE RUNWAY, AND 19.7 M WEST OF THE SOUTHWEST CORNER OF CONCRETE PAD FOR THE TAXI RAMP SIGN "D". THE 150 METER POINT IS A STANDARD NORTH CAROLINA GEODETIC SURVEY DISK, STAMPED "MACON 150 1998", SET IN THE TOP OF 26 CM (10 IN) ROUND CONCRETE POST RECESSED 2.5 CM (1.0 IN) BELOW THE SURFACE OF THE GROUND. IT IS 85.4 M (280.3 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE PAD FOR THE TAXI RAMP SIGN "D", 33.8 M (111.0 FT) NORTH-NORTHWEST OF THE WEST END OF A 24-INCH CONCRETE CULVERT PIPE, 33.0 M (108.4 FT) SOUTHWEST OF RUNWAY LIGHT NUMBER 49, 27.9 M (91.6 FT) EAST OF RUNWAY LIGHT NUMBER 50 AND 20.5 M (67.2 FT) SOUTH- SOUTHEAST OF THE CENTERLINE OF THE RUNWAY. THE 410 METER POINT IS A STANDARD NORTH CAROLINA GEODETIC SURVEY DISK, STAMPED "410 1988", SET IN THE TOP OF 26 CM (10 IN) ROUND CONCRETE POST RECESSED 2.5 CM (1.0 IN) BELOW THE SURFACE OF THE GROUND. IT IS 45.6 M (149.5 FT) NORTHWEST OF A DROP INLET, 28.3 M (93.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF TAXI RAMP "E", 26.2 M ( 85.8 FT) WEST-SOUTHWEST OF A MANHOLE ACCESS COVER, 20.7 M ( 67.9 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, AND 4.5 M (14.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE SLAB FOR TAXI RAMP SIGN "E". 1THE 1400 METER POINT IS A STANDARD NORTH CAROLINA GEODETIC SURVEY DISK, STAMPED "1400 1988", SET IN THE TOP OF 26 CM (10 IN) ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 46.25 M (151.74 FT) NORTHWEST OF THE NORTHWEST CORNER OF A PORCH, 28.65 M (94.0 FT) WEST OF THE CENTERLINE OF A GRAVEL DRIVE, 1.95 M (6.4 FT) NORTHEAST OF A FENCE POST WITH REFERENCE TAG, AND 1.5 M (4.92 FT) SOUTH-SOUTHEAST OF A FENCE POST WITH A REFERENCE TAG. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. AIRPORT MANAGER: NEIL HOPPE, PHONE 828-524-5529, FAX 828-369-1769 THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NORTH CAROLINA GEODETIC SURVEY. FOR MORE INFORMATION PLEASE CONTACT THE NORTH CAROLINA GEODETIC SURVEY, 121 W. JONES STREET, RALEIGH, NORTH CAROLINA 27603. TELEPHONE 919-733-3836. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N350822 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: HENDERSONVILLE NORTH CAROLINA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15482 HENDERSON COUNTY ***** HENDERSONVILLE BASE LINE - DESTROYED (NO LONGER USEABLE) - SEE NEW DESCRIPTION ***** LIST OF ADJUSTED DISTANCES (APRIL 12, 1982) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) HENDERSONVILLE 000 633.563 HENDERSONVILLE 150 633.761 150.0356 150.0357 .3 HENDERSONVILLE 000 633.563 HENDERSONVILLE 430 634.222 430.0128 430.0133 .4 HENDERSONVILLE 000 633.563 HENDERSONVILLE 1010 636.617 1010.0393 1010.0440 .6 HENDERSONVILLE 150 633.761 HENDERSONVILLE 430 634.222 279.9772 279.9776 .3 HENDERSONVILLE 150 633.761 HENDERSONVILLE 1010 636.617 860.0037 860.0085 .5 HENDERSONVILLE 430 634.222 HENDERSONVILLE 1010 636.617 580.0265 580.0314 .3 DESCRIPTION OF HENDERSONVILLE BASE LINE YEAR MEASURED: 1982 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 4.02 KM (2.5 MI) SOUTH FROM THE JUNCTION OF INTERSTATE 26 AND UNITED STATES HIGHWAY 64, 2.41 KM (1.5 MI) EAST OF HENDERSONVILLE, 0.80 KM (0.5 MI) WEST OF BLUE RIDGE TECHNICAL COLLEGE AND AT THE HENDERSONVILLE AIRPORT ALONG THE SOUTHWEST SIDE OF THE AIR FIELD. TO REACH THE 0 METER POINT FROM THE CIVIL AIR PATROL BUILDING AT THE HENDERSONVILLE AIRPORT, (THE 1010 METER POINT IS LOCATED BEHIND THE CIVIL AIR PATROL BUILDING) GO NORTHWEST ON PAVED DRIVE FOR 0.8 KM (0.5 MI) TO A FORK, BEAR LEFT, GO NORTHWEST ALONG HANGERS AND SOUTHWEST SIDE OF AIR FIELD FOR 0.48 KM (0.3 MI) TO THE 430 METER POINT, CONTINUE NORTHWEST ALONG SOUTHWEST SIDE OF AIR FIELD FOR 0.24 KM (0.15 MI) TO THE 150 METER POINT, CONTINUE NORTHWEST ALONG SOUTHWEST SIDE OF AIR FIELD FOR 0.16 KM (0.1 MI) TO THE 0 METER POINT. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE NORTHWEST END. IT IS MADE UP OF THE 0, 150, 430, AND 1010 METER POINTS. ALL OF THE MARKS ARE SET ON A LINE ABOUT PARALLEL WITH THE DRAINAGE DITCH ON THE SOUTHWEST SIDE OF AIRPORT, EXCEPT FOR THE 1010 METER POINT WHICH IS LOCATED BEHIND THE CIVIL AIR PATROL BUILDING NEAR A 15 INCH DOGWOOD TREE ON A SMALL KNOLL. THE 430 METER POINT IS LOCATED ABOUT 18 FEET NORTHEAST OF THE DRAINAGE DITCH, THE 150 METER POINT IS LOCATED ABOUT 25 FEET NORTHEAST OF THE DRAINAGE DITCH AND THE 0 METER POINT IS LOCATED ABOUT 34 FEET NORTHEAST OF THE DRAINAGE DITCH AND IN THE NORTHWEST CORNER OF AIR FIELD. THE 0 METER POINT IS A STANDARD NCGS DISK STAMPED---HENDERSONVILLE 000---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 CM (12 IN) IN DIAMETER FLUSH WITH GROUND LOCATED 38.86 M (127.5 FT) FROM THE NW CORNER OF RUNWAY PAVEMENT (WARM UP AREA), 15.48 M ( 50.8 FT) FROM THE CENTER OF A GRAVEL ROAD, AND 10.33 M (33.9 FT) FROM THE EAST EDGE OF DITCH. THE 1010 METER POINT IS A STANDARD NCGS DISK STAMPED---HENDERSONVILLE 1010---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 CM (12 IN) IN DIAMETER FLUSH WITH GROUND LOCATED 12.01 M (39.4 FT) FROM THE CENTER OF THE BLACK TOP ROAD, 11.49 M (37.7 FT) FROM THE SOUTHEAST CORNER OF CIVIL AIR PATROL BUILDING, 5.15 M (16.9 FT) FROM A POWER LINE POLE, AND 3.26 M (10.7 FT) FROM A 15 INCH DOGWOOD TREE. ALL MARKS ARE STANDARD NCGS DISKS STAMPED WITH THE BASE LINE AND METER POINT DESIGNATIONS. FOR SITE ACCESS, CONTACT MRS. WILMA MINTZ, AIRPORT MANAGER, 1232 SHEPPARD, HENDERSONVILLE, NORTH CAROLINA 28739. TELEPHONE 704-693- 3910. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF NORTH CAROLINA. FOR FURTHER INFORMATION CONTACT MR. LARRY W. AKER, CHIEF GEODETIC SURVEY SECTION, NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT, BOX 27687, RALEIGH, NORTH CAROLINA 27611. TELEPHONE (919) 733-3836. ***** HENDERSONVILLE BASE LINE - DESTROYED (NO LONGER USEABLE) - SEE USER NOTES ***** DESCRIPTION OF HENDERSONVILLE BASE LINE YEAR MEASURED: 1982 YEAR DESTROYED: 1993 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 4.02 KM (2.5 MI) SOUTH FROM THE JUNCTION OF INTERSTATE 26 AND UNITED STATES HIGHWAY 64, 2.41 KM (1.5 MI) EAST OF HENDERSONVILLE, 0.80 KM (0.5 MI) WEST OF BLUE RIDGE TECHNICAL COLLEGE AND AT THE HENDERSONVILLE AIRPORT ALONG THE SOUTHWEST SIDE OF THE AIR FIELD. 1TO REACH THE 0 METER POINT FROM THE CIVIL AIR PATROL BUILDING AT THE HENDERSONVILLE AIRPORT, (THE 1010 METER POINT IS LOCATED BEHIND THE CIVIL AIR PATROL BUILDING) GO NORTHWEST ON PAVED DRIVE FOR 0.8 KM (0.5 MI) TO A FORK, BEAR LEFT, GO NORTHWEST ALONG HANGERS AND SOUTHWEST SIDE OF AIR FIELD FOR 0.48 KM (0.3 MI) TO THE 430 METER POINT, CONTINUE NORTHWEST ALONG SOUTHWEST SIDE OF AIR FIELD FOR 0.24 KM (0.15 MI) TO THE 150 METER POINT, CONTINUE NORTHWEST ALONG SOUTHWEST SIDE OF AIR FIELD FOR 0.16 KM (0.1 MI) TO THE 0 METER POINT. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE NORTHWEST END. IT IS MADE UP OF THE 0, 150, 430, AND 1010 METER POINTS. ALL OF THE MARKS ARE SET ON A LINE ABOUT PARALLEL WITH THE DRAINAGE DITCH ON THE SOUTHWEST SIDE OF AIRPORT, EXCEPT FOR THE 1010 METER POINT WHICH IS LOCATED BEHIND THE CIVIL AIR PATROL BUILDING NEAR A 15 INCH DOGWOOD TREE ON A SMALL KNOLL. THE 430 METER POINT IS LOCATED ABOUT 18 FEET NORTHEAST OF THE DRAINAGE DITCH, THE 150 METER POINT IS LOCATED ABOUT 25 FEET NORTHEAST OF THE DRAINAGE DITCH AND THE 0 METER POINT IS LOCATED ABOUT 34 FEET NORTHEAST OF THE DRAINAGE DITCH AND IN THE NORTHWEST CORNER OF AIR FIELD. THE 0 METER POINT IS A STANDARD NCGS DISK STAMPED---HENDERSONVILLE 000---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 CM (12 IN) IN DIAMETER FLUSH WITH GROUND LOCATED 38.86 M (127.5 FT) FROM THE NW CORNER OF RUNWAY PAVEMENT (WARM UP AREA), 15.48 M (50.8 FT) FROM THE CENTER OF A GRAVEL ROAD, AND 10.33 M (33.9 FT) FROM THE EAST EDGE OF DITCH. THE 1010 METER POINT IS A STANDARD NCGS DISK STAMPED---HENDERSONVILLE 1010---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 31 CM (12 IN) IN DIAMETER FLUSH WITH GROUND LOCATED 12.01 M (39.4 FT) FROM THE CENTER OF THE BLACK TOP ROAD, 11.49 M (37.7 FT) FROM THE SOUTHEAST CORNER OF CIVIL AIR PATROL BUILDING, 5.15 M (16.9 FT) FROM A POWER LINE POLE, AND 3.26 M (10.7 FT) FROM A 15 INCH DOGWOOD TREE. ALL MARKS ARE STANDARD NCGS DISKS STAMPED WITH THE BASE LINE AND METER POINT DESIGNATIONS. FOR SITE ACCESS, CONTACT MRS. WILMA MINTZ, AIRPORT MANAGER, 1232 SHEPPARD, HENDERSONVILLE, NORTH CAROLINA 28739. TELEPHONE (704) 693-3910. USER NOTES: *** HENDERSONVILLE CBL- THREE OF THE MONUMENTS HAD BEEN DESTROYED BY CONSTRUCTION OF A NEW STORM-SEWER LINE. STATION 1010 WAS RECOVERED IN GOOD CONDITION. A THOROUGH AND EXHAUSTIVE SEARCH DECLARED THE 0 PT, 150 PT AND THE 430 PT TO BE PRESUMED DESTROYED BY THE SEWER CONSTRUCTION. *** THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF NORTH CAROLINA. FOR FURTHER INFORMATION CONTACT MR. LARRY W. AKERS, CHIEF GEODETIC SURVEY SECTION, NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT, BOX 27687, RALEIGH, NORTH CAROLINA 27611. TELEPHONE (919) 733-3836. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N360812 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: JEFFERSON CBL NORTH CAROLINA SILVER SPRING MD 20910 - OCTOBER 15, 1998 PROJECT ACCESSION NUMBER: 15482 ASHE COUNTY NEAREST TOWN: WEST JEFFERSON LIST OF ADJUSTED DISTANCES (OCTOBER 9, 1998) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) JEFF BASE 000 1990 968.800 W JEFFPORT 1985 966.210 149.9712 149.9935 0.2 JEFF BASE 000 1990 968.800 JEFF BASE 430 1990 961.250 429.9659 430.0322 0.2 JEFF BASE 000 1990 968.800 JEFF BASE 1400 1990 943.840 1399.9229 1400.1454 0.3 W JEFFPORT 1985 966.210 JEFF BASE 430 1990 961.250 279.9947 280.0387 0.1 W JEFFPORT 1985 966.210 JEFF BASE 1400 1990 943.840 1249.9517 1250.1519 0.2 JEFF BASE 430 1990 961.250 JEFF BASE 1400 1990 943.840 969.9570 970.1132 0.2 DESCRIPTION OF JEFFERSON BASE LINE YEAR MEASURED: 1998 LATITUDE: 36 25 57 LONGITUDE: 081 25 33 AZIMUTH: 89 DEGREES TRUE NORTH CHIEF OF PARTY: PAC THE BASE LINE IS LOCATED ABOUT 7.1 KM (4.4. MI) EAST NORTHEAST OF WEST JEFFERSON AT THE ASHE COUNTY AIRPORT ON THE NORTH SIDE AND PARALLEL TO THE RUNWAY. THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE WEST END. THE BASE LINE CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS. THERE IS NO 100 FT. TAPE CALIBRATION MARK. TO REACH THE 0-METER POINT FROM THE INTERSECTION OF U.S. HIGHWAY 221 AND SH1582 (FRIENDSHIP CHURCH RD), GO EAST ON SH1582 FOR 1.1 KM (0.7 MI) TO THE INTERSECTION OF SH1582 AND SH1583, GO NORTH ON SH1583 FOR 0.7 KM (0.4 MI) TO AIRPORT RD ON THE RIGHT, TURN RIGHT ON AIRPORT RD AND GO EAST FOR 0.4 KM (0.3 MI) TO A ROAD LEFT, TURN LEFT AND GO NORTH ABOUT 200 M (700 FT) TO THE END OF THE ROAD, CONTINUE ABOUT ANOTHER 90 M (300 FT) TO THE WEST END OF THE RUNWAY AND THE 0-METER POINT. THE 0 METER POINT IS A NORTH CAROLINA GEODETIC SURVEY (NCGS) HORIZONTAL DISK STAMPED "000 1990" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 80.6 M (57.4 FT) EAST OF THE NORTH LOCALIZER ANTENNA ARRAY AT THE WEST END OF THE RUNWAY, 60.2 M (197.5 FT) SOUTHWEST OF THE SOUTH RUNWAY LIGHT AT THE WEST END OF THE RUNWAY, 51.5 M (168.9 FT) WEST OF THE NORTH RUNWAY LIGHT AT THE WEST END OF THE RUNWAY, 17.5 M (57.4 FT) NORTH OF THE PROJECTED CENTERLINE OF THE RUNWAY, AND 6.9 M (22.8 FT) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE DRAINAGE DITCH. THE 150 METER POINT IS AN NGS DISK STAMPED "W JEFFPORT 1985" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 40.2 M (132.0 FT) EAST OF A RUNWAY LIGHT, 18.5 M (60.7 FT) WEST NORTHWEST OF A RUNWAY LIGHT, 17.4 M (57.1 FT) NORTH OF THE CENTERLINE OF THE RUNWAY, 4.6 M (15.1 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST, AND 4.1 M (13.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A VASI LIGHT. THE 430 METER POINT IS AN NCGS HORIZONTAL DISK STAMPED "430 1990" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: ON THE NORTH SIDE OF THE RUNWAY ACROSS FROM A WINDSOCK, 54.1 M (177.5 FT) NORTHWEST OF THE INTERSECTION OF THE CENTERLINES OF THE RUNWAY AND A TAXIWAY, 46.6 M (153.0 FT) WEST OF A METAL DRAIN COVER, 32.3 M (106.0 FT) WEST NORTHWEST OF A RUNWAY LIGHT, 28.7 M (94.2 FT) EAST OF A RUNWAY LIGHT ON THE NORTH SIDE OF THE RUNWAY, AND 17.5 M ( 57.4 FT) NORTH OF THE CENTERLINE OF THE RUNWAY. 1THE 1400 METER POINT IS NCGS HORIZONTAL DISK STAMPED "1400 1990" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS: AT THE EAST END OF THE RUNWAY, 50.9 M (167.1 FT) NORTHEAST OF A RELI-A-LIGHT ON THE SOUTH SIDE OF THE RUNWAY, 40.4 M (132.5 FT) EAST NORTHEAST OF THE CENTER OF THE EAST END OF THE RUNWAY, 33.4 M (109.7 FT) EAST OF A RELI-A-LIGHT ON THE NORTH SIDE OF THE RUNWAY, 23.2 M (76.2 FT) WEST OF A METAL DRAIN PIPE IN A CONCRETE DITCH, AND 17.7 M (58.0 FT) NORTH OF THE PROJECTED CENTERLINE OF THE RUNWAY. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NORTH CAROLINA GEODETIC SURVEY. FOR MORE INFORMATION PLEASE CONTACT MR. GARY THOMPSON, AT: NORTH CAROLINA GEODETIC SURVEY, 512 NORTH SALISBURY STREET, RALEIGH, NC 27604. PHONE: (919)733-3836 FAX: (919)733-4407. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N360762 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MAPLE CBL NORTH CAROLINA SILVER SPRING MD 20910 - MARCH 4, 1998 PROJECT ACCESSION NUMBER: 15482 CURRITUCK COUNTY NEAREST TOWN: BARCO LIST OF ADJUSTED DISTANCES (FEBRUARY 12, 1998) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) MAPLE 000 1992 5.180 MAPLE 150 1992 5.260 149.9906 149.9906 0.2 MAPLE 000 1992 5.180 MAPLE 400 1992 5.046 400.0014 400.0014 0.3 MAPLE 000 1992 5.180 MAPLE 1000 1992 3.531 1000.0084 1000.0097 0.4 MAPLE 150 1992 5.260 MAPLE 400 1992 5.046 250.0108 250.0109 0.2 MAPLE 150 1992 5.260 MAPLE 1000 1992 3.531 850.0178 850.0195 0.3 MAPLE 400 1992 5.046 MAPLE 1000 1992 3.531 600.0070 600.0089 0.2 DESCRIPTION OF MAPLE CALIBRATION BASE LINE YEAR MEASURED: 1997 LATITUDE: 36 23 58 LONGITUDE: 076 01 00 AZIMUTH: 34 DEGREES TRUE NORTH CHIEF OF PARTY: WLL THE BASE LINE IS LOCATED ABOUT 3.2 (2.0 MI) WEST OF BARCO, N. C. AND 8.0 KM (5.0 MI) NORTHWEST OF COINJOCK, N.C. IN THE COMMUNITY OF MAPLE AT THE CURRITUCK COUNTY AIRPORT (PERMISSION NEEDED FOR ACCESS SEE BELOW) ALONG THE NORTHWESTERN SIDE OF THE NORTHEASTERN END OF THE RUNWAY APPROXIMATELY PARALLEL WITH AND IN BETWEEN THE RUNWAY AND A LINE OF COUNTY WATER WELLS. THE BASE LINE IS A NORTHEAST-SOUTHEAST LINE WITH THE 0-METER POINT ON THE SOUTHEAST END. IT CONSISTS OF THE 0, 150, 400 AND 1000 METER POINTS. THERE IS NO 100 FT. TAPE CALIBRATION MARK. TO REACH THE 0-METER POINT FROM THE JUNCTION OF US HIGHWAY 158 AND STATE ROUTE 168 LOCATED IN BARCO, N.C., GO WEST ON US HIGHWAY 158 FOR 4.0 KM (2.8 MI) TO STATE ROUTE SR1246 (MAPLE ROAD). TURN RIGHT AND GO NORTHEAST ON SR1246 FOR 1.1 KM (0.7 MI) TO A DIRT PATH LEADING EAST. TURN RIGHT ON DIRT PATH AND GO EAST FOR 0.2 KM (0.1 MI) THEN NORTHEAST ON DIRT PATH 0.2 KM (0.1 MI) TO THE STATION ON THE SOUTHEAST SIDE OF A DIRT PATH THAT LEADS TO A LINE OF COUNTY WATER WELLS. THE 0-METER POINT IS A STANDARD NCGS HORIZONTAL CONTROL DISK STAMPED "MAPLE 000 1992" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 73.2 M (240.0 FT) SOUTH SOUTHEAST OF A CONCRETE MONUMENT NEAR THE SOUTHEAST CORNER OF NCDOT MAINTENANCE YARD, 27.2 MT (89.1 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY, 24.0 MT (78.7 FT) NORTHWEST OF A RUNWAY LIGHT ON THE NORTHWEST SIDE OF THE RUNWAY, 5.9 MT (19.4 FT) SOUTHEAST OF THE CENTERLINE OF THE DIRT PATH TO THE WELLS AND 0.5 MT (1.5 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST. THE 150-METER POINT IS A STANDARD NCGS HORIZONTAL CONTROL DISK STAMPED "MAPLE 150 1992" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 81.4 MT (267.0 FT) SOUTHWEST OF THE SOUTHEAST END OF A 12 INCH CORRUGATED METAL PIPE UNDER THE DIRT PATH, 28.6 MT (93.9 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY, 6.6 MT (21.8 FT) EAST OF THE CENTERLINE OF THE DIRT PATH LEADING TO THE COUNTY WATER WELLS, AND 0.5 MT (1.5 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST. THE 400-METER POINT IS A STANDARD NCGS HORIZONTAL CONTROL DISK STAMPED "MAPLE 400 1992" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 37.8 MT (124.0 FT) EAST OF THE EAST CORNER OF COUNTY WATER WELL NO.1, 31.2 MT (102.3 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY, 10.2 MT (33.6 FT) SOUTHEAST OF THE CENTERLINE OF THE DIRT PATH LEADING TO THE COUNTY WATER WELLS AND 0.5 MT (1.5 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST. 1THE 1100-METER POINT IS A STANDARD NCGS HORIZONTAL CONTROL DISK STAMPED "MAPLE 1000 1992" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE CYLINDER RECESSED 5 CM (2.0 IN) BELOW THE SURFACE OF THE GROUND. IT IS: 60.7 MT (199.0 FT) SOUTHEAST OF A WOVEN WIRE FENCE WITH A WITNESS SIGN, 44.3 MT (145.4 FT) EAST NORTHEAST OF THE EAST CORNER OF COUNTY WATER WELL NO.6, 18.3 MT (60.0 FT) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE LINE OF WATER WELLS AND 0.5 MT (1.5 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. FOR INTERVISIBILITY BETWEEN ALL BASE LINE POINTS, SET TRIPODS OVER THE MARKS AT APPROXIMATELY THE FOLLOWING HEIGHTS: 0 METER POINT AT 1.510 M (4.954 FT), 150 METER POINT AT 1.142 M (3.747 FT), 400 METER POINT AT 0.925 M (3.035 FT) AND THE 1000 METER POINT AT 1.538 M (5.046 FT). CONTACT AIRPORT MANAGER, MR. LELAND GIBBS, (919) 232-2769, FOR ACCESS TO MAPLE BASE LINE AREA. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH NORTH CAROLINA GEODETIC SURVEY. FOR MORE INFORMATION PLEASE CONTACT GARY W. THOMPSON, NCGS, 512 N. SALISBURY STREET, RALEIGH, NORTH CAROLINA 27604. PHONE (919) 733-3836. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N350821 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MARION CBL NORTH CAROLINA SILVER SPRING MD 20910 - OCTOBER 15, 1998 PROJECT ACCESSION NUMBER: 15482 MCDOWELL COUNTY NEAREST TOWN: MARION LIST OF ADJUSTED DISTANCES (OCTOBER 9, 1998) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) SHIFLET 000 1989 368.095 SHIFLET 150 1989 368.331 150.0250 150.0251 0.1 SHIFLET 000 1989 368.095 SHIFLET 430 1989 367.606 430.0034 430.0036 0.1 SHIFLET 000 1989 368.095 SHIFLET 1010 1989 365.948 1010.0434 1010.0457 0.2 SHIFLET 150 1989 368.331 SHIFLET 430 1989 367.606 279.9784 279.9793 0.1 SHIFLET 150 1989 368.331 SHIFLET 1010 1989 365.948 860.0185 860.0218 0.1 SHIFLET 430 1989 367.606 SHIFLET 1010 1989 365.948 580.0401 580.0425 0.1 DESCRIPTION OF MARION BASE LINE YEAR MEASURED: 1997 LATITUDE: 35 43 18 LONGITUDE: 082 00 56 AZIMUTH: 104 DEGREES TRUE NORTH CHIEF OF PARTY: MOB THE BASE LINE IS LOCATED ABOUT 4.0 (2.5 MI) NORTH OF MARION AT THE SHIFLET FIELD AIRPORT AT THE END OF THE STATE ROUTE 1500 (AIRPORT ROAD). THE BASE LINE IS A EAST-WEST LINE WITH THE 0-METER POINT ON THE WEST END. IT CONSISTS OF THE 0, 150, 430 AND 1010 METER POINTS. THERE IS NO 100 FT. TAPE CALIBRATION MARK. TO REACH THE 0-METER POINT FROM THE AIRPORT OFFICE PROCEED TO THE WEST END OF THE RUNWAY ALONG THE NORTH EDGE OF THE GRASS RUNWAY. THE 0-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY (NCGS) HORIZONTAL CONTROL DISK STAMPED "SHIFLET 000 1989" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 5.0 M (16.4 FT) SOUTH OF A WITNESS POST, 1.58 M (5.18 FT) NORTH OF THE NORTH MOST OF TWO RUNWAY LIGHTS, AND 0.79 M ( 2.59 FT) NORTH OF A WOODEN SIGN POST (MONITOR T229) WITH REFERENCE TAG. THE 150-METER POINT IS A NCGS HORIZONTAL CONTROL DISK STAMPED "SHIFLET 150 1989" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. IT IS: ABOUT 500 FEET EAST OF THE WEST END OF THE GRASS RUNWAY ALONG THE NORTH EDGE, 24.35 M (79.89 FT) EAST OF A RUNWAY LIGHT, 4.94 (16.21 FT) SOUTH OF A WITNESS POST IN A WIRE FENCE. THE 430-METER POINT IS A NCGS HORIZONTAL CONTROL DISK STAMPED "SHIFLET 430 1989" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. IT IS: ALONG THE NORTH EDGE OF A GRASS RUNWAY ABOUT 1400 FT EAST OF THE WEST END OF THE RUNWAY, 10.15 M (33.30 FT) WEST OF A RUNWAY LIGHT, 4.79 M (15.72 FT) SOUTH OF A WITNESS POST IN A WIRE FENCE, AND 1.58 M (5.18 FT) NORTH OF THE EDGE OF THE RUNWAY. THE 1010-METER POINT IS A NCGS HORIZONTAL CONTROL DISK STAMPED "SHIFLET 1010 1989" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. IT IS: ALONG THE NORTH EDGE OF A GRASS RUNWAY AT THE EAST END, 5.91 M (19.39 FT) SOUTH OF A WITNESS POST IN A WIRE FENCE LINE, 4.69 M (15.39 FT) SOUTHEAST OF RUNWAY END LIGHT, AND 4.66 M (15.29 FT) EAST OF THE NORTH MOST OF TWO NORTH MOST OF TWO RUNWAY LIGHTS. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH NORTH CAROLINA GEODETIC SURVEY. FOR MORE INFORMATION PLEASE CONTACT GARY W. THOMPSON, NCGS, 512 N. SALISBURY STREET, RALEIGH, NORTH CAROLINA 27604. PHONE 919-733-3836. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N340791 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: MAXTON CBL NORTH CAROLINA SILVER SPRING MD 20910 - May 15, 2000 PROJECT ACCESSION NUMBER: 15482 SCOTLAND COUNTY NEAREST TOWN: MAXTON LIST OF ADJUSTED DISTANCES (May 10, 2000) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) MAXTON 000 1999 61.000 MAXTON 150 1999 61.087 150.0123 150.0123 0.1 MAXTON 000 1999 61.000 MAXTON 400 1999 61.353 400.0143 400.0144 0.1 MAXTON 000 1999 61.000 MAXTON 1000 1999 61.685 1000.0181 1000.0184 0.2 MAXTON 150 1999 61.087 MAXTON 400 1999 61.353 250.0020 250.0022 0.1 MAXTON 150 1999 61.087 MAXTON 1000 1999 61.685 850.0059 850.0061 0.1 MAXTON 400 1999 61.353 MAXTON 1000 1999 61.685 600.0039 600.0039 0.1 DESCRIPTION OF MAXTON BASE LINE YEAR MEASURED: 1999 LATITUDE: 34 47 57 LONGITUDE: 079 21 47 AZIMUTH: 226 DEGREES TRUE NORTH CHIEF OF PARTY: WLL THE BASE LINE IS LOCATED ABOUT 6.9 KM (4.3 MI) NORTH-NORTHWEST OF MAXTON AT THE LAURINBURG-MAXTON AIRPORT. IT IS 9.2 KM (5.7 MI) EAST-NORTHEAST OF LAURINBURG AND 16.9 KM (10.5 MI) WEST OF RED SPRINGS. THE BASE LINE IS A NORTHEAST SOUTHWEST LINE WITH THE 0 METER POINT ON THE NORTHEAST END. THE BASE LINE CONSISTS OF THE 000, 150, 400, AND 1000 METER POINTS. THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE LINE. TO REACH THE 0-METER POINT OF THE BASE LINE FROM THE LAURINBURG-MAXTON AIRPORT TERMINAL BUILDING LOCATED ON THE NORTHWEST SIDE OF RUNWAY 5/23, GO NORTHEAST ON THE TAXIWAY FOR 0.56 KM (0.35 MI) TO A WIND SOCK WITHIN A SEGMENTED CIRCLE AND THE STATION MIDWAY BETWEEN THE TAXIWAY AND THE WIND SOCK. THE 0 METER POINT IS A STANDARD NORTH CAROLINA GEODETIC CONTROL DISK STAMPED "MAXTON 000 1999" SET IN THE TOP OF A 35.6 CM (14.0 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 150 M (492 FT) NORTHEAST OF NCGS STATION MAXTON 150, 129.5 M (425 FT) NORTHWEST OF THE CENTERLINE OF RUNWAY 5/23, 38.6 M (126.8 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF A STORM DRAIN, 22.9 M (75.2 FT) NORTHWEST OF A LIGHTED WINDSOCK IN A SEGMENTED CIRCLE, AND 22.9 M (75.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE TERMINAL RAMP/TAXIWAY FOR RUNWAY 5/23. THE 150 METER POINT IS A STANDARD NORTH CAROLINA GEODETIC SURVEY CONTROL DISK, STAMPED "MAXTON 150 1999" SET IN THE TOP OF 35.6 CM (14.0 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 150.0 M (492 FEET) SOUTHWEST OF A LIGHTED WIND SOCK IN A SEGMENTED CIRCLE, 129.5 M (425 FT) NORTHWEST OF THE CENTERLINE OF RUNWAY 5/23, 52.1 M (171.0 FT) SOUTH OF THE CENTERLINE OF A STORM DRAIN, 45.8 M (150.1 FT) EAST-SOUTHEAST OF THE CENTERLINE OF A STORM DRAIN, AND 22.9 M (75.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE TERMINAL RAMP/TAXIWAY FOR RUNWAY 5/23. THE 400 METER POINT IS A STANDARD NORTH CAROLINA GEODETIC SURVEY CONTROL DISK, STAMPED "MAXTON 400 1999" SET IN THE TOP OF A 35.6 CM (14.0 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 129.5 M (425 FT) NORTHWEST OF THE CENTERLINE OF RUNWAY 5/23, 62.3 M (204.3 FT) EAST OF THE CENTERLINE OF A STORM DRAIN, 39.7 M (130.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF A STORM DRAIN, AND 22.9 M (75.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE TERMINAL RAMP/TAXIWAY FOR RUNWAY 5/23. 1THE 1000 METER POINT IS A STANDARD NORTH CAROLINA GEODETIC SURVEY CONTROL DISK STAMPED "MAXTON 1000 1999" SET IN THE TOP OF 36 CM (14 IN) DIAMETER CONCRETE POST FLUSH WITH SURFACE OF THE GROUND. IT IS 129.5 M (425 FT) NORTHWEST OF THE CENTERLINE OF RUNWAY 5/23, 61.2 M (200.8 FT) NORTH OF A STORM DRAIN, 50.6 M (165.9 FT) SOUTH OF A STORM DRAIN, 47.9 M (157.3 FT) EAST-SOUTHEAST OF A STORM DRAIN AND 22.9 M (75.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF THE TERMINAL RAMP/TAXIWAY FOR RUNWAY 5/23. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. POINT OF CONTACT AIRPORT MANAGER, JOHN GULLEDGE, TELEPHONE (910) 844-3601. THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NORTH CAROLINA GEODETIC SURVEY. FOR MORE INFORMATION PLEASE CONTACT THE NORTH CAROLINA GEODETIC SURVEY, 121 W. JONES STREET, RALEIGH, NORTH CAROLINA 27603. TELEPHONE 919-733-3836. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N340791 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: RAEFORD NORTH CAROLINA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15482 HOKE COUNTY LIST OF ADJUSTED DISTANCES (MAY 12, 1982) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) RAEFORD 000 88.657 RAEFORD 150 88.916 149.9925 149.9928 .2 RAEFORD 000 88.657 RAEFORD 430 89.481 429.9886 429.9894 .3 RAEFORD 000 88.657 RAEFORD 1030 92.364 1030.0192 1030.0259 .4 RAEFORD 150 88.916 RAEFORD 430 89.481 279.9960 279.9966 .2 RAEFORD 150 88.916 RAEFORD 1030 92.364 880.0267 880.0334 .3 RAEFORD 430 89.481 RAEFORD 1030 92.364 600.0306 600.0375 .2 DESCRIPTION OF RAEFORD BASE LINE YEAR MEASURED: 1982 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 29.0 KM (18.0 MI) WEST OF FAYETTEVILLE, 22.5 KM (14.0 MI) SOUTHEAST OF SOUTHERN PINES, AND 4.8 KM (3.0 MI) NORTHEAST OF RAEFORD AT THE RAEFORD AIRPORT ALONG THE NORTHWEST SIDE OF THE RUNWAY. TO REACH THE BASE LINE FROM THE TERMINAL BUILDING AND RESTAURANT AT THE RAEFORD AIRPORT, GO SOUTHWESTERLY ALONG WINDING SAND TRACK ROAD FOR 0.56 KM (0.35 MI) TO THE SOUTHWEST END OF RUNWAY AND THE 0 METER POINT, CONTINUE NORTHEAST ALONG NORTHWEST EDGE OF RUNWAY FOR 0.16 KM (0.1 MI) TO THE 150 METER POINT, CONTINUE NORTHEAST ALONG NORTHWEST EDGE OF RUNWAY FOR 0.24 KM (0.15 MI) TO THE 430 METER POINT, CONTINUE NORTHEAST ALONG NORTHWEST EDGE OF RUNWAY FOR 0.64 KM (0.4 MI) TO THE 1030 METER POINT NEAR END OF RUNWAY. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE SOUTHWEST END. IT IS MADE UP OF THE 0, 150, 430, AND 1030 METER POINTS. THE MARK DISKS ARE NORTH CAROLINA GEODETIC SURVEY TRIANGULATION DISKS. ALL OF THE MARKS ARE SET ON A LINE PARALLEL WITH THE RUNWAY ALONG THE NORTHWEST SIDE. THE 0 METER POINT IS AT THE SOUTHWEST END OF THE RUNWAY ABOUT 15 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY, THE 150 METER POINT IS ABOUT 15 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY, THE 430 METER POINT IS ACROSS FROM THE TAXIWAY AND ABOUT 15 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY, AND THE 1030 METER POINT IS ABOUT 40 FEET FROM THE NORTHEAST END OF THE RUNWAY AND ABOUT 15 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY. THE 0 METER POINT IS A STANDARD NCGS DISK STAMPED---RAEFORD 000---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 4.57 M (15.0 FT) NW FROM THE WEST CORNER OF RUNWAY AND 3.26 M (10.7 FT) N FROM THE WEST MOST RUNWAY MARKER LIGHT. THE 1030 METER POINT IS A STANDARD NCGS DISK STAMPED---RAEFORD 1030---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER FLUSH WITH THE GROUND LOCATED 11.19 M (36.7 FT) SW FROM THE NORTH MOST RUNWAY MARKER LIGHT, 8.81 M (28.9 FT) W FROM THE NORTH CORNER OF THE RUNWAY, AND 4.21 M (13.8 FT) NW FROM THE NORTHWEST EDGE OF THE RUNWAY. ALL MARKS ARE STANDARD NCGS DISKS STAMPED WITH THE BASE LINE AND METER POINT DESIGNATIONS. FOR SITE ACCESS CONTACT MR. GENE THACKER, POST OFFICE DRAWER 878, RAEFORD, NORTH CAROLINA 28376. TELEPHONE (919) 875-3261. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF NORTH CAROLINA. FOR FURTHER INFORMATION CONTACT MR. LARRY W. AKERS, CHIEF GEODETIC SURVEY SECTION, NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT, BOX 27687, RALEIGH, NORTH CAROLINA 27611. TELEPHONE (919) 733-3836. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N350792 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: RAEFORD CBL NORTH CAROLINA ROCKVILLE MD 20852 - MARCH 22, 1993 PROJECT ACCESSION NUMBER: 15482 HOKE COUNTY NEAREST TOWN: RAEFORD LIST OF ADJUSTED DISTANCES (MARCH 2, 1993) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) RAEFORD 000 88.657 RAEFORD 150 88.915 149.9930 149.9932 0.1 RAEFORD 000 88.657 RAEFORD 430 89.481 429.9876 429.9883 0.1 RAEFORD 000 88.657 RAEFORD 1030 92.364 1030.0169 1030.0235 0.2 RAEFORD 150 88.915 RAEFORD 430 89.481 279.9945 279.9951 0.1 RAEFORD 150 88.915 RAEFORD 1030 92.364 880.0238 880.0306 0.1 RAEFORD 430 89.481 RAEFORD 1030 92.364 600.0292 600.0362 0.1 DESCRIPTION OF RAEFORD BASE LINE YEAR MEASURED: 1982 YEAR REMEASURED: 1993 CHIEF OF PARTY: KM THE BASE LINE IS LOCATED ABOUT 29.0 KM (18.0 MI) WEST OF FAYETTEVILLE AND 4.8 KM (3.0 MI) NORTHEAST OF RAEFORD AT THE RAEFORD AIRPORT. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE NORTHWEST EDGE OF RUNWAY (4-22). THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 430 AND 1030 METER POINTS. THE BASE LINE DISKS ARE NORTH CAROLINA GEODETIC SURVEY TRIANGULATION DISKS. TO REACH THE 0-METER POINT FROM THE OVERPASS JUNCTION OF U.S. HIGHWAY 401 AND STATE HIGHWAY 211 (PROSPECT AVENUE), LOCATED ON THE WEST SIDE OF RAEFORD, GO NORTHERLY ON U.S. HIGHWAY 401 FOR 2.8 KM (1.7 MI) TO THE NORTH END OF THE CONCRETE BRIDGE OVER ROCKFISH CREEK. CONTINUE NORTHERLY ON U.S. HIGHWAY 401 FOR 0.4 KM (0.2 MI) TO THE INTERSECTION OF STATE ROAD 1302 (DOC BROWN ROAD) ON THE LEFT. TURN LEFT AND GO NORTHWEST CURVING TO WEST ON STATE ROAD 1302 FOR 1.2 KM (0.7 MI) TO A FORK. TAKE THE RIGHT FORK AND GO NORTHERLY ON STATE ROAD 1302 FOR 1.2 KM (0.7 MI) TO THE INTERSECTION OF A TRACK ROAD (LOCKHEED LANE) ON THE LEFT. *** NOTE: TO REACH THE MAIN AIRPORT COMPLEX CONTINUE NORTHERLY ON STATE ROAD 1302 FOR 0.5 KM (0.3 MI) TO THE ENTRANCE DRIVE ON THE LEFT ***. TURN LEFT AND GO SOUTHWEST ON THE TRACK ROAD FOR 0.2 KM (0.12 MI) TO A DIM TRACK ON THE LEFT. TURN RIGHT AND GO NORTH-NORTHEAST CROSS-COUNTRY FOR 90 M (295 FT) TO THE 0-METER POINT NEAR THE SOUTHWESTERN CORNER OF RUNWAY (4-22). THE 0-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK STAMPED "RAEFORD 000" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 90.9 M (298.2 FT) NORTH-NORTHEAST OF THE CENTERLINE OF A TRACK ROAD, 15.0 M (49.2 FT) SOUTHEAST OF THE CENTERLINE OF A DITCH, AND 4.6 M (15.1 FT) NORTHWEST OF THE SOUTHWEST CORNER OF RUNWAY (4-22). THE 150-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK STAMPED "RAEFORD 150" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 76.8 M (252.0 FT) SOUTHWEST OF THE SOUTHEASTERN CORNER OF A CONCRETE APPROACH LIGHT FOUNDATION, 73.5 M (241.1 FT) NORTHEAST OF THE NORTHEASTERN CORNER OF A CONCRETE APPROACH LIGHT FOUNDATION, AND 4.5 M (14.8 FT) NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY (4-22). THE 430-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK STAMPED "RAEFORD 430" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 66.1 M (216.9 FT) SOUTH-SOUTHEAST OF THE CENTER OF A WINDSOCK STAND, 12.6 M (41.3 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF A TAXIWAY, AND 4.4 M (14.4 FT) NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY (4-22). THE 1030-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK STAMPED "RAEFORD 1030" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 8.8 M (28.9 FT) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A RUNWAY (4-22), AND 4.2 M (13.8 FT) NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY (4-22). USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. DRIVING ON THE RUNWAYS IS STRICTLY PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY. FOR SITE ACCESS PLEASE CONTACT MR. GENE THACKER, POST OFFICE DRAWER 1510, RAEFORD, NC 28376. TELEPHONE (919) 875-3261. THIS CALIBRATION BASE LINE WAS ESTABLISHED AND REMEASURED WITH ASSISTANCE FROM THE NORTH CAROLINA GEODETIC SURVEY. FOR MORE INFORMATION PLEASE CONTACT MR. LARRY AKERS, CHIEF GEODETIC SURVEY SECTION, NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL HEALTH AND NATURAL RESOURCES, P.O. BOX 27687, RALEIGH, NC 27611. TELEPHONE (919) 733-3836. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N350784 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: RALEIGH NORTH CAROLINA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15482 WAKE COUNTY LIST OF ADJUSTED DISTANCES (APRIL 12, 1982) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) RALEIGH 000 95.440 RALEIGH 150 92.779 149.9482 149.9718 .2 RALEIGH 000 95.440 RALEIGH 400 87.378 399.8807 399.9620 .4 RALEIGH 000 95.440 RALEIGH 1400 85.136 1399.9288 1399.9667 .5 RALEIGH 150 92.779 RALEIGH 400 87.378 249.9325 249.9909 .3 RALEIGH 150 92.779 RALEIGH 1400 85.136 1249.9804 1250.0037 .5 RALEIGH 400 87.378 RALEIGH 1400 85.136 1000.0475 1000.0500 .3 DESCRIPTION OF RALEIGH BASE LINE YEAR MEASURED: 1982 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 13.4 KM (8.3 MI) SOUTHWEST OF WAKE FOREST, 11.3 KM (7.0 MI) NORTHEAST OF RALEIGH AND 3.7 KM (2.3 MI) NORTHEAST OF THE JUNCTION OF UNITED STATES HIGHWAYS 1 AND 401 ALONG THE EAST SIDE OF THE FRONTAGE ROAD IN FRONT OF THE PLANTATION INN ON THE WEST SIDE OF ROUTE 1. TO REACH THE BASE LINE FROM THE JUNCTION OF UNITED STATES HIGHWAY 1 BRIDGE OVER UNITED STATES HIGHWAY 401 ON THE NORTH SIDE OF RALEIGH, GO NORTH ON UNITED STATES HIGHWAY 1 FOR 3.5 KM (2.3 MI) TO THE INTERSECTION OF UNITED STATES HIGHWAY 1 AND OLD WAKE FOREST ROAD. TURN LEFT ON OLD WAKE FOREST ROAD AND THEN RIGHT ON TO THE FRONTAGE ROAD TO THE 0 METER POINT ON THE EAST SIDE OF FRONTAGE ROAD NEAR ANGLE IN THE RIGHT OF WAY FENCE. CONTINUE NORTH ALONG EAST SIDE OF FRONTAGE ROAD FOR 0.16 KM (0.1 MI) TO THE 150 METER POINT ON THE RIGHT, CONTINUE NORTH ALONG FRONTAGE ROAD FOR 0.24 KM (0.15 MI) TO THE 400 METER POINT ON THE RIGHT, CONTINUE NORTH ALONG FRONTAGE ROAD FOR 1.04 KM (0.65 MI) TO THE 1400 METER POINT ON THE RIGHT. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0 METER POINT ON THE SOUTHWEST END. IT IS MADE UP OF THE 0, 150, 400 AND 1400 METER POINTS. ALL OF THE MARKS ARE SET ON A LINE BETWEEN THE EAST EDGE OF THE FRONTAGE ROAD AND THE RIGHT OF WAY FENCE. THE LINE RUNS FROM ABOUT 28 FEET NORTHWEST OF THE ANGLE IN THE RIGHT OF WAY FENCE AT THE JUNCTION OF UNITED STATES HIGHWAY 1 AND OLD WAKE FOREST ROAD TO THE SOUTH DRIVE TO THE MILL OUTLET VILLAGE ON THE NORTHEAST END OF THE BASE LINE. THE 0, 150, AND 400 METER POINTS ARE ACROSS FROM THE PLANTATION INN ON THE EAST SIDE OF THE FRONTAGE ROAD. THE 0 METER POINT IS A STANDARD NCGS DISK STAMPED---RALEIGH 000---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER FLUSH WITH GROUND LOCATED 43.46 M (142.6 FT) SW FROM A POWER POLE WITH AN ALUMINUM TRIANGLE TAG, 35.05 M (115.0 FT) SE FROM THE CENTER OF THE FRONTAGE ROAD, 32.00 M (105.0 FT) NW FROM THE CENTER OF THE SOUTH BOUND LANE OF UNITED STATES HIGHWAY 1, AND 8.41 M (27.6 FT) WNW FROM THE CENTER POST OF BRACED SECTION AT CORNER OF FENCE. THE 150 METER POINT IS A STANDARD NCGS DISK STAMPED---RALEIGH 150---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER FLUSH WITH GROUND LOCATED 17.28 M ( 56.7 FT) SE FROM THE CENTER OF FRONTAGE ROAD, 10.06 M (33.0 FT) WSW FROM THE POWER POLE AT THE JUNCTION OF POWER LINES, AND 8.26 M (27.1 FT) NW FROM THE RIGHT OF WAY FENCE. THE 400 METER POINT IS A STANDARD NCGS DISK STAMPED---RALEIGH 400---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER FLUSH WITH GROUND 9.48 M (31.1 FT) W FROM A POWER POLE WITH AN ALUMINUM TRIANGLE TAG, 7.80 M (25.6 FT) NW FROM THE RIGHT OF WAY FENCE, 6.83 M (22.4 FT) SE FROM THE CENTER OF THE FRONTAGE ROAD, AND 5.76 M (18.9 FT) SW FROM THE POWER POLE ANCHOR CABLE. THE 1400 METER POINT IS A STANDARD NCGS DISK STAMPED---RALEIGH 1400---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 28 CM (11 IN) IN DIAMETER FLUSH WITH GROUND LOCATED 56.69 M (186.0 FT) SSE FROM THE CENTER OF THE SOUTH DRIVE TO MILL OUTLET VILLAGE, 27.22 M (89.3 FT) SW FROM THE CENTER OF BRACED SECTION OF RIGHT OF WAY FENCE, 9.81 M (32.2 FT) SE FROM THE CENTER OF FRONTAGE ROAD, AND 4.78 M (15.7 FT) NW FROM THE RIGHT OF WAY FENCE. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF NORTH CAROLINA. FOR FURTHER INFORMATION CONTACT MR. LARRY W. AKERS, CHIEF GEODETIC SURVEY SECTION, NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT, BOX 27687, RALEIGH, NORTH CAROLINA 27611. TELEPHONE (919) 733-3836. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N350784 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: RALEIGH CBL NORTH CAROLINA ROCKVILLE MD 20852 - MARCH 29, 1993 PROJECT ACCESSION NUMBER: 15482 WAKE COUNTY NEAREST TOWN: RALEIGH LIST OF ADJUSTED DISTANCES (MARCH 22, 1993) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) RALEIGH 000 95.440 RALEIGH 150 92.778 149.9473 149.9710 0.1 RALEIGH 000 95.440 RALEIGH 400 87.377 399.8802 399.9615 0.2 RALEIGH 000 95.440 RALEIGH 1400 85.134 1399.9235 1399.9615 0.3 RALEIGH 150 92.778 RALEIGH 400 87.377 249.9329 249.9913 0.1 RALEIGH 150 92.778 RALEIGH 1400 85.134 1249.9760 1249.9994 0.2 RALEIGH 400 87.377 RALEIGH 1400 85.134 1000.0427 1000.0452 0.2 DESCRIPTION OF RALEIGH BASE LINE YEAR MEASURED: 1982 YEAR REMEASURED: 1993 CHIEF OF PARTY: KM THE BASE LINE IS LOCATED ABOUT 13.4 KM (8.3 MI) SOUTHWEST OF WAKE FOREST, 11.3 KM (7.0 MI) NORTHEAST OF RALEIGH, AND 3.7 KM (2.3 MI) NORTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 1 AND 401. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH A METAL RIGHT-OF-WAY FENCE THAT BORDERS THE WESTERN EDGE OF U.S. HIGHWAY 1 AND THE EASTERN EDGE OF U.S. HIGHWAY 1 SERVICE ROAD. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 400, AND 1400 METER POINTS. THE BASE LINE DISKS ARE NORTH CAROLINA GEODETIC SURVEY TRIANGULATION STATION DISKS. TO REACH THE 0-METER POINT FROM THE U.S. HIGHWAY 1 BRIDGE OVER U.S. HIGHWAY 401, LOCATED ON THE NORTH SIDE OF RALEIGH, GO NORTH ON U.S. HIGHWAY 1 (CAPITAL BOULEVARD) FOR 3.4 KM (2.1 MI) TO THE INTERSECTION OF OLD WAKE FOREST ROAD ON THE LEFT. TURN LEFT AND GO WESTERLY ON OLD WAKE FOREST ROAD FOR 0.10 KM (0.06 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 SERVICE ROAD ON THE RIGHT. TURN RIGHT THEN BEAR RIGHT AND GO EAST FOLLOWING A METAL-RIGHT-OF-WAY FENCE FOR 0.10 KM (0.06 MI) TO THE 0-METER POINT NEAR THE RIGHT-OF-WAY FENCE CORNER. THE 0-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK STAMPED "RALEIGH 000" SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 43.2 M (141.7 FT) SOUTHWEST OF A WOODEN UTILITY POLE WITH AN ALUMINUM REFERENCE TAG, 35.0 M (114.8 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 21.5 M (70.5 FT) NORTH OF A WOODEN UTILITY POLE WITH AN ALUMINUM REFERENCE TAG, AND 8.2 M (26.9 FT) WEST OF A METAL WITNESS POST AT THE METAL RIGHT-OF-WAY FENCE CORNER. THE 150-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK STAMPED "RALEIGH 150" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 51.5 M (169.0 FT) NORTHEAST OF A WOODEN UTILITY POLE WITH AN ALUMINUM REFERENCE TAG, 17.3 M (56.8 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 10.0 M (32.8 FT) SOUTHWEST OF A WOODEN UTILITY POLE WITH AN ALUMINUM REFERENCE TAG, AND 8.2 M (26.9 FT) NORTHWEST OF A FIBERGLASS WITNESS POST IN THE METAL RIGHT- OF-WAY FENCE. THE 400-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK STAMPED "RALEIGH 400" SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 9.4 M (30.8 FT) WEST OF A WOODEN UTILITY POLE WITH AN ALUMINUM REFERENCE TAG, 7.8 M (25.6 FT) NORTHWEST OF A FIBERGLASS WITNESS POST IN THE METAL RIGHT-OF-WAY FENCE, AND 6.7 M (22.0 FT) SOUTHEAST OF THE CENTER LINE OF THE FRONTAGE ROAD. THE 1400-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK STAMPED "RALEIGH 1400" SET IN THE TOP OF A 33 CM (13 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 59.0 M (193.6 FT) SOUTHWEST OF THE EXTENDED SOUTHERN ENTRANCE DRIVE CENTERLINE FOR THE MILL OUTLET VILLAGE, 9.7 M (31.8 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, AND 4.7 M (15.4 FT) NORTHWEST OF A FIBERGLASS WITNESS POST IN THE METAL RIGHT-OF-WAY FENCE. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. TRAFFIC ON BOTH HIGHWAYS IS HEAVY; SAFETY PRECAUTIONS ARE RECOMMENDED. THIS CALIBRATION BASE LINE WAS ESTABLISHED AND REMEASURED WITH ASSISTANCE FROM THE NORTH CAROLINA GEODETIC SURVEY. FOR MORE INFORMATION PLEASE CONTACT MR. LARRY AKERS, CHIEF GEODETIC SURVEY SECTION, NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES, P.O. BOX 27687, RALEIGH, NC 27611. TELEPHONE (919) 733-3836. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N340794 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ROCKINGHAM-HAMLET NORTH CAROLINA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15482 RICHMOND COUNTY *** ROCKINGHAM-HAMLET BASE LINE - NO LONGER USEABLE - SEE NEW DESCRIPTION *** LIST OF ADJUSTED DISTANCES (MARCH 26, 1981) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) R- 0 108.910 R- 25 107.680 25.0208 25.0510 .4 R- 0 108.910 R- 50 107.670 50.0235 50.0389 .3 R- 0 108.910 R- 75 107.640 75.0238 75.0345 .3 R- 0 108.910 R- 100 107.620 100.0225 100.0308 .3 R- 0 108.910 R- 150 107.590 150.0233 150.0291 .3 R- 0 108.910 R- 463 107.670 463.3538 463.3555 .4 R- 0 108.910 R- 926 106.370 926.5433 926.5467 .6 R- 0 108.910 R-1390 107.840 1389.8142 1389.8146 .6 R- 25 107.680 R- 50 107.670 25.0027 25.0027 .3 R- 25 107.680 R- 75 107.640 50.0029 50.0029 .4 R- 25 107.680 R- 100 107.620 75.0017 75.0017 .3 R- 25 107.680 R- 150 107.590 125.0025 125.0025 .4 R- 25 107.680 R- 463 107.670 438.3329 438.3329 .4 R- 25 107.680 R- 926 106.370 901.5223 901.5233 .6 R- 25 107.680 R-1390 107.840 1364.7933 1364.7933 .6 R- 50 107.670 R- 75 107.640 25.0003 25.0003 .2 R- 50 107.670 R- 100 107.620 49.9990 49.9990 .2 R- 50 107.670 R- 150 107.590 99.9998 99.9999 .2 R- 50 107.670 R- 463 107.670 413.3303 413.3303 .3 R- 50 107.670 R- 926 106.370 876.5197 876.5206 .5 R- 50 107.670 R-1390 107.840 1339.7906 1339.7906 .6 R- 75 107.640 R- 100 107.620 24.9988 24.9988 .2 R- 75 107.640 R- 150 107.590 74.9996 74.9996 .3 R- 75 107.640 R- 463 107.670 388.3300 388.3300 .4 R- 75 107.640 R- 926 106.370 851.5194 851.5204 .5 R- 75 107.640 R-1390 107.840 1314.7903 1314.7903 .6 R-100 107.620 R- 150 107.590 50.0008 50.0008 .2 R-100 107.620 R- 463 107.670 363.3312 363.3312 .3 R-100 107.620 R- 926 106.370 826.5207 826.5216 .5 R-100 107.620 R-1390 107.840 1289.7916 1289.7916 .5 R-150 107.590 R- 463 107.670 313.3304 313.3304 .3 R-150 107.590 R- 926 106.370 776.5198 776.5208 .5 R-150 107.590 R-1390 107.840 1239.7907 1239.7908 .5 R-463 107.670 R- 926 106.370 463.1895 463.1913 .3 R-463 107.670 R-1390 107.840 926.4603 926.4603 .4 R-926 106.370 R-1390 107.840 463.2708 463.2708 .5 DESCRIPTION OF ROCKINGHAM-HAMLET BASE LINE YEAR MEASURED: 1974 AND 1980 CHIEF OF PARTY: WJR THIS BASE LINE WAS FIRST ESTABLISHED IN 1974 AND CONSISTED OF NINE MARKS. DUE TO CHANGES IN BASE LINE PROCEDURES ALL OF THE MARKS WERE NOT USED IN THE RECALIBRATION OF THE LINE IN 1980. THERE WAS NO ORIGINAL DESCRIPTION, THE 1980 DESCRIPTION FOLLOWS. THE BASE LINE IS LOCATED ABOUT 3 MILES SOUTH OF ROCKINGHAM, 3 MILES WEST OF HAMLET AND ALONG THE SOUTHWEST EDGE OF THE MAIN AIRSTRIP AT THE ROCKINGHAM-HAMLET AIRPORT. 1THE 0 METER POINT IS NEAR THE SOUTHEAST CORNER OF THE AIRPORT ABOUT 1000 METERS SOUTHEAST OF THE TERMINAL BUILDING, 58.3 METERS SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNAWAY, 51 METERS SOUTHEAST OF A LONG METAL RUNWAY MARKER, 6.62 METERS NORTH OF A 4-INCH SQUARE CONCRETE WITNESS POST AND 6.385 METERS NORTHWEST OF A FENCE CORNER IN THE 4-FOOT HIGH CHAIN LINK BOUNDARY FENCE. THE 0 METER AND 1389 METER MARKS ARE 1-INCH ROUND HOLLOW PLUGS WITH SCREW CAPS SET IN A 8-1/2 INCH SQUARE METAL PLATE SET IN THE TOP OF A 12 FOOT LONG, 18-INCH ROUND CORRUGATED PIPE FILLED WITH CONCRETE AND PROJECTING ABOUT 4 FEET ABOVE THE SURFACE. ALL THE OTHER MARKS ARE PLAIN 3-INCH ROUND NIPPLE TOP BRASS CAPS SET IN THE TOP OF 8-INCH ROUND CONCRETE MONUMENTS THAT ARE FLUSH WITH THE SURFACE EXCEPT FOR THE 150 METER POINT WHICH IS RECESSED INTO THE CONCRETE ABOUT 2-INCHES. ALL OF THE MARKS ARE STAMPED WITH R- AND THEIR BASE LINE DESIGNATION. EACH MARK HAS A 4-INCH SQUARE CONCRETE WITNESS POST SET NEAR THE TREE LINE ON THE SOUTHWEST SIDE OF THE AIRPORT. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE SOUTHEAST END. IT IS MADE UP OF 0, 150, 463 AND 1389 METER POINTS. 0 TO 50 AND 0 TO 926 METER POINTS WERE MEASURED BUT NOT TIED INTO THE OTHER MARKS. IN ORDER TO MAKE MEASUREMENTS FROM THE 0 AND 1389 METER POINTS SPECIAL TRIBRACHS ARE NEEDED. RICE INTERNATIONAL HAS THESE SPECIAL TRIBRACHS WHICH FIT INTO THE PLUGS AND MAKE IT POSSIBLE TO SET INSTRUMENTS AND REFLECTORS ON THE END POINTS. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH RICE INTERNATIONAL OF HAMLET, NORTH CAROLINA. FOR FURTHER INFORMATION AND THE TRIBRACH ADAPTORS NEEDED AT THE 0 AND 1389 METER POINTS CONTACT RICE INTERNATIONAL, 40 MAIN STREET, POST OFFICE BOX 948, HAMLET, NORTH CAROLINA 28345. TELEPHONE (919) 582-2989. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N340794 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: ROCKINGHAM-HAMLET NORTH CAROLINA ROCKVILLE MD 20852 PROJECT ACCESSION NUMBER: G15482 RICHMOND COUNTY *** ROCKINGHAM-HAMLET BASE LINE - NO LONGER USEABLE - SEE USER NOTES *** LIST OF ADJUSTED DISTANCES (MARCH 26, 1981) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) R- 0 108.910 R- 25 107.680 25.0208 25.0510 .4 R- 0 108.910 R- 50 107.670 50.0235 50.0389 .3 R- 0 108.910 R- 75 107.640 75.0238 75.0345 .3 R- 0 108.910 R- 100 107.620 100.0225 100.0308 .3 R- 0 108.910 R- 150 107.590 150.0233 150.0291 .3 R- 0 108.910 R- 463 107.670 463.3538 463.3555 .4 R- 0 108.910 R- 926 106.370 926.5433 926.5467 .6 R- 0 108.910 R-1390 107.840 1389.8142 1389.8146 .6 R- 25 107.680 R- 50 107.670 25.0027 25.0027 .3 R- 25 107.680 R- 75 107.640 50.0029 50.0029 .4 R- 25 107.680 R- 100 107.620 75.0017 75.0017 .3 R- 25 107.680 R- 150 107.590 125.0025 125.0025 .4 R- 25 107.680 R- 463 107.670 438.3329 438.3329 .4 R- 25 107.680 R- 926 106.370 901.5223 901.5233 .6 R- 25 107.680 R-1390 107.840 1364.7933 1364.7933 .6 R- 50 107.670 R- 75 107.640 25.0003 25.0003 .2 R- 50 107.670 R- 100 107.620 49.9990 49.9990 .2 R- 50 107.670 R- 150 107.590 99.9998 99.9999 .2 R- 50 107.670 R- 463 107.670 413.3303 413.3303 .3 R- 50 107.670 R- 926 106.370 876.5197 876.5206 .5 R- 50 107.670 R-1390 107.840 1339.7906 1339.7906 .6 R- 75 107.640 R- 100 107.620 24.9988 24.9988 .2 R- 75 107.640 R- 150 107.590 74.9996 74.9996 .3 R- 75 107.640 R- 463 107.670 388.3300 388.3300 .4 R- 75 107.640 R- 926 106.370 851.5194 851.5204 .5 R- 75 107.640 R-1390 107.840 1314.7903 1314.7903 .6 R-100 107.620 R- 150 107.590 50.0008 50.0008 .2 R-100 107.620 R- 463 107.670 363.3312 363.3312 .3 R-100 107.620 R- 926 106.370 826.5207 826.5216 .5 R-100 107.620 R-1390 107.840 1289.7916 1289.7916 .5 R-150 107.590 R- 463 107.670 313.3304 313.3304 .3 R-150 107.590 R- 926 106.370 776.5198 776.5208 .5 R-150 107.590 R-1390 107.840 1239.7907 1239.7908 .5 R-463 107.670 R- 926 106.370 463.1895 463.1913 .3 R-463 107.670 R-1390 107.840 926.4603 926.4603 .4 R-926 106.370 R-1390 107.840 463.2708 463.2708 .5 *** ROCKINGHAM-HAMLET BASE LINE - NO LONGER USEABLE - SEE USER NOTES *** DESCRIPTION OF ROCKINGHAM-HAMLET YEAR MEASURED: 1974 AND 1980 YEAR RECOVERED: 1993 (NO LONGER USEABLE) CHIEF OF PARTY: WJR THIS BASE LINE WAS FIRST ESTABLISHED IN 1974 AND CONSISTED OF NINE MARKS. DUE TO CHANGES IN BASE LINE PROCEDURES ALL OF THE MARKS WERE NOT USED IN THE RECALIBRATION OF THE LINE IN 1980. THERE WAS NO ORIGINAL DESCRIPTION, THE 1980 DESCRIPTION FOLLOWS. 1THE BASE LINE IS LOCATED ABOUT 3 MILES SOUTH OF ROCKINGHAM, 3 MILES WEST OF HAMLET AND ALONG THE SOUTHWEST EDGE OF THE MAIN AIRSTRIP AT THE ROCKINGHAM-HAMLET AIRPORT. THE 0 METER POINT IS NEAR THE SOUTHEAST CORNER OF THE AIRPORT ABOUT 1000 METERS SOUTHEAST OF THE TERMINAL BUILDING, 58.3 METERS SOUTHWEST OF THE SOUTHWEST EDGE OF THE RUNAWAY, 51 METERS SOUTHEAST OF A LONG METAL RUNWAY MARKER, 6.62 METERS NORTH OF A 4-INCH SQUARE CONCRETE WITNESS POST AND 6.385 METERS NORTHWEST OF A FENCE CORNER IN THE 4-FOOT HIGH CHAIN LINK BOUNDARY FENCE. THE 0 METER AND 1389 METER MARKS ARE 1-INCH ROUND HOLLOW PLUGS WITH SCREW CAPS SET IN A 8-1/2 INCH SQUARE METAL PLATE SET IN THE TOP OF A 12 FOOT LONG, 18-INCH ROUND CORRUGATED PIPE FILLED WITH CONCRETE AND PROJECTING ABOUT 4 FEET ABOVE THE SURFACE. ALL THE OTHER MARKS ARE PLAIN 3-INCH ROUND NIPPLE TOP BRASS CAPS SET IN THE TOP OF 8-INCH ROUND CONCRETE MONUMENTS THAT ARE FLUSH WITH THE SURFACE EXCEPT FOR THE 150 METER POINT WHICH IS RECESSED INTO THE CONCRETE ABOUT 2-INCHES. ALL OF THE MARKS ARE STAMPED WITH R- AND THEIR BASE LINE DESIGNATION. EACH MARK HAS A 4-INCH SQUARE CONCRETE WITNESS POST SET NEAR THE TREE LINE ON THE SOUTHWEST SIDE OF THE AIRPORT. THE BASE LINE IS A NORTHWEST-SOUTHEAST LINE WITH THE 0 METER POINT ON THE SOUTHEAST END. IT IS MADE UP OF 0, 150, 463 AND 1389 METER POINTS. 0 TO 50 AND 0 TO 926 METER POINTS WERE MEASURED BUT NOT TIED INTO THE OTHER MARKS. IN ORDER TO MAKE MEASUREMENTS FROM THE 0 AND 1389 METER POINTS SPECIAL TRIBRACHS ARE NEEDED. RICE INTERNATIONAL HAS THESE SPECIAL TRIBRACHS WHICH FIT INTO THE PLUGS AND MAKE IT POSSIBLE TO SET INSTRUMENTS AND REFLECTORS ON THE END POINTS. USER NOTES: *** ROCKINGHAM-HAMLET CBL IS NO LONGER USABLE. THE 0 POINT AND THE 1389 METER POINT REQUIRE SPECIAL TRIBRACHS IN ORDER TO TAKE MEASUREMENTS. THE REMAINDER OF THE POINTS MAY BE USED TO DETERMINE AN INSTRUMENT CONSTANT. UNFORTUNATELY, THE SCALE CAN NOT BE ADEQUATELY DETERMINED BASED ON THE SHORTENED DISTANCE OF THE USABLE BASE LINE. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH RICE INTERNATIONAL OF HAMLET, NORTH CAROLINA. FOR FURTHER INFORMATION AND THE TRIBRACH ADAPTORS NEEDED AT THE 0 AND 1389 METER POINTS CONTACT RICE INTERNATIONAL, 40 MAIN STREET, POST OFFICE BOX 948, HAMLET, NORTH CAROLINA 28345. TELEPHONE (919) 582-2989. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N350804 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: SALISBURY CBL NORTH CAROLINA SILVER SPRING MD 20910 - MARCH 7, 1995 PROJECT ACCESSION NUMBER: 15482 ROWAN COUNTY NEAREST TOWN: SALISBURY LIST OF ADJUSTED DISTANCES (JANUARY 29, 1995) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) SALISPORT 1986 234.063 SALISBURY 150 1993 234.483 149.9910 149.9916 0.1 SALISPORT 1986 234.063 SALISBURY 430 1993 234.793 429.9987 429.9993 0.1 SALISPORT 1986 234.063 SALISBURY 1050 1993 234.884 1049.9998 1050.0001 0.1 SALISBURY 150 1993 234.483 SALISBURY 430 1993 234.793 280.0077 280.0079 0.1 SALISBURY 150 1993 234.483 SALISBURY 1050 1993 234.884 900.0088 900.0089 0.1 SALISBURY 430 1993 234.793 SALISBURY 1050 1993 234.884 620.0011 620.0011 0.1 DESCRIPTION OF SALISBURY BASE LINE YEAR MEASURED: 1994 CHIEF OF PARTY: DJN THE BASE LINE IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH OF SALISBURY AT THE ROWAN COUNTY AIRPORT. FOR PERMISSION TO ENTER AIRPORT PROPERTY PLEASE CONTACT MR. LINDSAY HESS, AIRPORT MANAGER, ROWAN COUNTY AIRPORT. TELEPHONE 704-633-5021 OR 704-636-6649. THE BASE LINE IS A NORTH-NORTHEAST, SOUTH-SOUTHWEST LINE WITH THE 0-METER POINT ON THE SOUTH-SOUTHWEST END. IT CONSISTS OF THE 0, 150, 430, AND 1050 METER POINTS. TO REACH THE 0-METER POINT FROM THE US HIGHWAY 29-601 BRIDGE OVER JAKE ALEXANDER BOULEVARD, LOCATED IN THE SOUTHWEST SECTION OF SALISBURY, GO SOUTHWEST ON US 29-US 601 FOR 2.49 KM (1.55 MI) TO SR 1516 (AIRPORT ROAD). THENCE NORTH FOR 0.2 KM (0.1 MI) ON SR 1516, THENCE NORTHEAST FOR 0.3 KM (0.2 MI) ON SR 1517 (AIRPORT LOOP) TO THE AIRPORT ENTRANCE, THENCE WEST FOR 0.2 KM (0.1 MI) ALONG A TAXI RAMP, CROSS THE MAIN TAXIWAY TO THE GRASSY AREA AND THE 0-METER POINT BETWEEN THE RUNWAY AND TAXIWAY. THE 0-METER POINT IS A STANDARD NGS DISK STAMPED "SALISPORT 1986" SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 60.7 M (199.0 FT) EAST-SOUTHEAST FROM THE APPROXIMATE CENTER OF THE RUNWAY, 43.9 M (144.0 FT) SOUTHEAST FROM A SMALL LIGHT NEAR THE EDGE OF THE RUNWAY, 35.8 M (117.5 FT) NORTHEAST FROM THE CENTER OF A VASI LIGHT, AND 15.5 M (51.0 FT) WEST-NORTHWEST FROM THE APPROXIMATE CENTER OF THE TAXIWAY AND DIRECTLY ACROSS FROM A DRIVEWAY LEADING TO THE AIRPORT HANGARS. THE 150-METER POINT IS A NC GEODETIC SURVEY DISK STAMPED "SALISBURY 150 1993" SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 74.7 M (245.0 FT) SOUTH-SOUTHWEST OF A DROP INLET, 21.0 M (69.0 FT) NORTH-NORTHWEST OF THE INTERSECTION OF THE TAXIWAY AND RAMP TO THE AIRPORT TERMINAL, 15.5 M (51.0 FT) NORTHWEST OF THE CENTERLINE OF THE TAXIWAY, AND 14.0 M (46.0 FT) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A CONCRETE PAD WITH A--RAMP--SIGN. THE 430-METER POINT IS A NC GEODETIC SURVEY DISK STAMPED "SALISBURY 430 1993" SET IN THE TOP OF A CONCRETE POST RECESSED 3 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 30.7 M (100.7 FT) SOUTHWEST OF THE SOUTH EDGE OF THE TAXI RAMP, 30.7 M (100.7 FT) SOUTHEAST OF A 0.6 M (2 FT) BY 0.6 M (2 FT) CONCRETE ELECTRICAL ACCESS PAD, 15.5 M (50.7 FT) NORTHWEST OF THE CENTERLINE OF THE TAXIWAY, AND 10.6 M (34.7 FT) NORTHEAST OF A DROP INLET. THE 1050-METER POINT IS A NC GEODETIC SURVEY DISK STAMPED "SALISBURY 1050 1993" SET IN THE TOP OF A CONCRETE POST RECESSED 3 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 104.5 M (343.0 FT) SOUTHWEST OF THE SOUTH EDGE OF THE NORTHERN MOST TAXI RAMP, 42.9 M (140.6 FT) SOUTHEAST OF A SMALL LIGHT NEAR THE EDGE OF THE RUNWAY, 34.4 M (112.8 FT) SOUTH-SOUTHEAST OF A 0.6 M (2 FT) BY 0.6 M (2 FT) CONCRETE ELECTRICAL ACCESS PAD, AND 15.3 M (50.1 FT) NORTHWEST OF THE CENTERLINE OF THE TAXIWAY. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. THE BASE LINE ELEVATIONS ARE UNADJUSTED SECOND ORDER CLASS II ELEVATIONS TIED TO THE NATIONAL NETWORK. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NORTH CAROLINA GEODETIC SURVEY. FOR MORE INFORMATION PLEASE CONTACT MR. WAYNE BRANTLEY, NORTH CAROLINA GEODETIC SURVEY, P.O. BOX 27687, 512 NORTH SALISBURY STREET, RALEIGH, NC 27611-7687. TELEPHONE 919-733-3836. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N350813 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: SHELBY CBL NORTH CAROLINA SILVER SPRING MD 20910 PROJECT ACCESSION NUMBER: 15482 CLEVELAND COUNTY NEAREST TOWN: SHELBY LIST OF ADJUSTED DISTANCES ( 7/20/2004) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) CLEV 000 1998 256.730 CLEV 150 1998 257.659 149.9983 150.0012 .1 CLEV 000 1998 256.730 CLEV 400 1998 255.935 400.0068 400.0076 .1 CLEV 000 1998 256.730 CLEV 1000 1998 253.389 999.9981 1000.0037 .2 CLEV 150 1998 257.659 CLEV 400 1998 255.935 250.0085 250.0145 .1 CLEV 150 1998 257.659 CLEV 1000 1998 253.389 849.9999 850.0106 .1 CLEV 400 1998 255.935 CLEV 1000 1998 253.389 599.9914 599.9968 .1 DESCRIPTION OF SHELBY CBL YEAR MEASURED: 2003 LATITUDE: 35 15 25 LONGITUDE: 81 35 55 AZIMUTH: 224 CHIEF OF PARTY: MARK BOOTHE THE BASE LINE IS LOCATED ABOUT 6.8 KM (4.1 MI) WEST-SOUTHWEST OF SHELBY AT THE SHELBY MUNICIPAL AIRPORT. 6.5 KM (3.9 MI) EAST OF BOILING SPRINGS; 9.5 KM (5.7 MI) NORTH OF THE NORTH CAROLINA/SOUTH CAROLINA STATE LINE. THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON THE NORTHEAST END. IT CONSISTS OF THE 000, 150, 400, AND 1000 METER POINTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF NC 150 AND NC 18, LOCATED IN SOUTH SHELBY, GO WEST ON NC 150 FOR 3.25 KM (1.95 MI) TO THE JUNCTION OF THE AIRPORT ENTRANCE, TURN RIGHT AND GO NORTHWEST FOR 0.3 KM (0.2 MI) TO THE AIRPORT TERMINAL. CONTINUE NORTHWEST FOR 0.16 KM (0.1 MI) ACROSS THE PARKING APRON AND ALONG THE NORTHEAST TAXI RAMP TO THE TAXIWAY. TURN RIGHT AND GO NORTHEAST FOR 0.2 KM (0.12 MI) ALONG THE TAIWAY TO THE STATION ON THE LEFT IN THE GRASS MEDIAN BETWEEN THE TAXIWAY AND RUNWAY. THE 0-METER POINT IS A STANDARD NCGS DISK STAMPED "CLEV 000 1998" SET IN THE TOP OF A 26 CM (10 IN) DIAMETER, SQUARE CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. IT IS 47.9 M (157.0 FT) NORTHEAST OF THE CENTER OF A DROP INLET, 45.7 M (150.0 FT) SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, 44.8 M (147.0 FT) WEST-SOUTHWEST OF THE CENTER OF A DROP INLET AND 30.1 M (99.0 FT) NORTHWEST OF THE CENTERLINE OF THE TAXIWAY. THE 150-METER POINT IS A STANDARD NCGS DISK STAMPED "CLEV 150 1998" SET IN THE TOP OF A 26 CM (10 IN) DIAMETER, SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 143.9 M (472 FT) NORTHEAST OF A DROP INLET, 96.6 M (317.0 FT) NORTHWEST OF THE WINDSOCK, 46.6 M (153.0 FT) SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, 29.7 M (97.5 FT) NORTHWEST OF THE CENTERLINE OF THE TAXIWAY AND 7.8 M (25.5 FT) WEST OF THE CENTERLINE OF THE NORTHEAST MOST TAI RAMP. THE 400-METER POINT IS A STANDARD NCGS DISK STAMPED "CLEV 400 1998" SET IN THE TOP OF A 26 CM (10 IN) DIAMETER, SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 56.7 M (186.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF MOST SOUTHWESTERLY TAXI RAMP, 47.7 M (156.5 FT) SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, 13.4 M (43.8 FT) NORTHEAST OF THE CENTER OF A DROP INLET AND 28.8 M (94.5 FT) NORTHWEST OF THE CENTERLINE OF THE TAXIWAY. THE 1000-METER POINT IS A STANDARD NCGS DISK STAMPED "CLEV 1000 2002" SET IN THE TOP OF A 26 CM (10 IN) DIAMETER, ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 49.7 M (163.0 FT) SOUTHEAST OF THE CENTER OF THE SOUTHWEST END OF THE RUNWAY, 45.6 M (149.5 FT) WEST OF A DROP INLET, 14.5 M (47.5 FT) SOUTHWEST OF THE CENTERLINE OF THE TAXI RAMP, 9.3 M (30.6 FT) SOUTHEAST OF A 2X2-FT. CONCRETE PAD "RUNWAY CABLE" AND 7.9 M (25.9 FT) NORTHEAST OF A FIBERGLASS WITNESS POST USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. THIS CALIBRATION BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NORTH CAROLINA GEODETIC SURVEY. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N350781 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: SMITHFIELD CBL NORTH CAROLINA SILVER SPRING MD 20910 - MARCH 4, 1998 PROJECT ACCESSION NUMBER: 15482 JOHNSTON COUNTY NEAREST TOWN: SMITHFIELD LIST OF ADJUSTED DISTANCES (FEBRUARY 11, 1998) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) SMITH 000 1997 47.494 SMITH 150 1997 44.631 150.0008 150.0281 0.1 SMITH 000 1997 47.494 SMITH 400 1997 41.497 399.9772 400.0222 0.1 SMITH 000 1997 47.494 JNX B 1997 41.431 1100.0001 1100.0168 0.2 SMITH 150 1997 44.631 SMITH 400 1997 41.497 249.9764 249.9960 0.1 SMITH 150 1997 44.631 JNX B 1997 41.431 949.9991 950.0045 0.1 SMITH 400 1997 41.497 JNX B 1997 41.431 700.0226 700.0226 0.1 DESCRIPTION OF SMITHFIELD CALIBRATION BASE LINE YEAR MEASURED: 1997 LATITUDE: 35 32 41 LONGITUDE: 078 23 23 AZIMUTH: 203 DEGREES TRUE NORTH CHIEF OF PARTY: JGG THE BASE LINE IS LOCATED ABOUT 5.4 (3.4 MI) NORTHWEST OF SMITHFIELD, N. C. AND 13.1 KM (8.2 MI) SOUTH SOUTHEAST OF CLAYTON, N.C. AT THE JOHNSTON COUNTY AIRPORT (PERMISSION NEEDED FOR ACCESS SEE BELOW). THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE NORTH END. IT CONSISTS OF THE 0, 150, 400 AND 1100 METER POINTS. THERE IS NO 100 FT. TAPE CALIBRATION MARK. TO REACH THE 0-METER POINT FROM THE JUNCTION OF US HIGHWAY 70 BUSINESS AND STATE ROUTE 1501 (BUCKET JONES ROAD) LOCATED ABOUT 6.4 KM (4.0 MI) NORTHWEST OF SMITHFIELD, N.C., GO SOUTHWEST ON STATE ROUTE SR1501 FOR 1.0 KM (0.6 MI) TO THE ENTRANCE TO JOHNSTON COUNTY AIRPORT ON THE LEFT, TURN LEFT AND GO EAST ALONG ENTRANCE ROAD FOR 0.03 KM (0.05 MI) TO BRICK AIRPORT FACILITY BUILDING. PASS THROUGH GATE ON THE NORTH SIDE OF THE BUILDING AND GO SOUTHWEST FOR 0.3 KM (0.2 MI) ALONG THE TAXIWAY TO THE 0-METER POINT NEAR THE SOUTHWEST CORNER OF THE APRON. THE 0-METER POINT IS A NCGS HORIZONTAL CONTROL DISK STAMPED "SMITH 000 1997" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 112.8 M (370.0 FT) NORTHWEST OF THE CENTERLINE OF THE RUNWAY, 10.7 M (35.0 FT) NORTH NORTHEAST OF THE NORTHWEST CORNER OF CONCRETE FOOTING OF TAXIWAY HOLDING POSITION SIGN A21-3, 9.5 M (31.0 FT) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY, 7.5 M (24.5 FT) WEST SOUTHWEST OF THE CENTER OF THE NORTH END OF A CONCRETE DRAINAGE SPILLWAY, 5.3 M (17.5 FT) WEST NORTHWEST OF TAXIWAY LIGHT #37, AND 3.0 M (9.8 FT) NORTHEAST OF TAXIWAY LIGHT #38. THE 150-METER POINT IS A NCGS HORIZONTAL CONTROL DISK STAMPED "SMITH 150 1997" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 48.7 MT (159.8 FT) SOUTH OF THE SOUTHEAST CORNER OF END OF A RAMP FOOTING, 48.6 MT (159.5 FT) SOUTHWEST OF THE SOUTHWEST END OF RAMP E CULVERT, 44.8 MT (147.0 FT) SOUTHWEST OF THE CENTERLINE OF RAMP E, 36.5 MT (119.6 FT) NORTHEAST OF A TAXIWAY LIGHT, 31.6 MT (103.6 FT) WEST OF THE SOUTHWEST CORNER OF FOOTING FOR RAMP E EXIT SIGN, AND 9.5 MT (31.0 FT) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY. THE 400-METER POINT IS A NCGS HORIZONTAL CONTROL DISK STAMPED "SMITH 400 1997" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 100.3 MT (329.0 FT) NORTH NORTHEAST OF THE CENTERLINE OF RAMP F, 95.0 MT ( 311.8 FT) NORTH OF THE RAMP F SIGN, 93.9 MT (308.0 FT) SOUTHWEST OF THE SOUTHWEST END OF A CULVERT HEADWALL, 39.0 MT (128.1 FT) SOUTHWEST OF TAXIWAY LIGHT #57, AND 9.5 MT (31.0 FT) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY. 1THE 1100-METER POINT IS A NCGS HORIZONTAL CONTROL DISK STAMPED "JNX B 1997" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. IT IS: 38.0 MT (124.6 FT) NORTHWEST OF A WIND SOCK POLE, 36.0 MT (118.2 FT) SOUTHWEST OF A TAXIWAY LIGHT, 28.4 MT (93.0 FT) SOUTH SOUTHEAST OF A STORM DRAIN GRATE ACROSS THE TAXIWAY, 21.9 MT (71.8 FT) NORTHEAST OF A TAXIWAY LIGHT, 18.9 MT (62.1 FT) WEST NORTHWEST OF A STORM DRAIN GRATE, AND 9.7 MT (31.8 FT) SOUTHEAST OF THE CENTERLINE OF THE TAXIWAY. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. FOR INTERVISIBILITY BETWEEN ALL BASE LINE POINTS, SET TRIPODS OVER THE MARKS AT APPROXIMATELY THE FOLLOWING HEIGHTS: 0 METER POINT AT 1.533 M (5.03 FT), 150 METER POINT AT 1.567 M (5.141 FT), 400 METER POINT AT 1.488 M (4.882 FT) AND THE 1100 METER POINT AT 1.529 M (5.016 FT). JOHNSTON COUNTY AIRPORT OWNERSHIP-- PUBLIC, JOHNSTON COUNTY, FOR PERMISSION TO ENTER AIRPORT, CONTACT AIRPORT MANAGER, ROY DIXON, TELEPHONE 919-934-0992. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH NORTH CAROLINA GEODETIC SURVEY. FOR MORE INFORMATION PLEASE CONTACT GARY W. THOMPSON, NCGS, 512 N. SALISBURY STREET, RALEIGH, NORTH CAROLINA 27604. PHONE 919-733-3836. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N350804 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: STATESVILLE NORTH CAROLINA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15482 IREDELL COUNTY LIST OF ADJUSTED DISTANCES (APRIL 12, 1982) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) STATESVILLE 000 292.704 STATESVILLE 150 290.775 150.0013 150.0137 .2 STATESVILLE 000 292.704 STATESVILLE 430 288.029 429.9769 430.0023 .4 STATESVILLE 000 292.704 STATESVILLE 1050 280.831 1049.9998 1050.0669 .6 STATESVILLE 150 290.775 STATESVILLE 430 288.029 279.9756 279.9890 .3 STATESVILLE 150 290.775 STATESVILLE 1050 280.831 899.9984 900.0534 .5 STATESVILLE 430 288.029 STATESVILLE 1050 280.831 620.0229 620.0647 .3 DESCRIPTION OF STATESVILLE BASE LINE YEAR MEASURED: 1982 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 8.0 KM (5.0 MI) SOUTHWEST FROM THE JUNCTION OF INTERSTATE 40 AND INTERSTATE 77, AND 3.2 KM (2.0 MI) SOUTH OF STATESVILLE, AT THE STATESVILLE MUNICIPAL AIRPORT ALONG THE EAST SIDE OF THE NORTH-SOUTH RUNWAY. TO REACH THE 0 METER POINT FROM THE STATESVILLE MUNICIPAL AIRPORT TERMINAL, GO THRU GATE AND BEAR LEFT, FOLLOW TAXIWAY FOR 0.16 KM (0.1 MI) TO MAIN RUNWAY. TURN RIGHT, CROSS OVER RUNWAY FOR 0.16 KM (0.1 MI) TO THE NORTH-SOUTH RUNWAY. TURN LEFT, FOLLOW EAST SIDE OF RUNWAY FOR 0.08 KM (0.05 MI) TO THE 0 METER POINT ON THE LEFT, CONTINUE ALONG EAST SIDE OF RUNWAY FOR 0.16 KM (0.1 MI) TO THE 150 METER POINT ON THE LEFT, CONTINUE ALONG EAST SIDE OF RUNWAY FOR 0.32 KM (0.2 MI) TO THE 430 METER POINT ON THE LEFT, CONTINUE ALONG EAST SIDE OF RUNWAY FOR 0.56 KM (0.35 MI) TO THE END OF RUNWAY, CONTINUE SOUTH FOR 0.08 KM (0.05 MI) TO THE 1050 METER POINT ON THE LEFT. THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE NORTH END. IT IS MADE UP OF THE 0, 150, 430, AND 1050 METER POINTS. ALL OF THE MARKS ARE SET ON A LINE ALONG THE EAST SIDE OF THE NORTH-SOUTH RUNWAY ABOUT 40 FEET EAST OF THE EAST EDGE OF THE RUNWAY. THE 0 METER POINT IS A STANDARD NCGS DISK STAMPED---STATESVILLE 000---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER FLUSH WITH GROUND LOCATED 12.34 M (40.5 FT) E FROM THE EAST EDGE OF THE NORTH-SOUTH RUNWAY, 4.85 M (15.9 FT) NW FROM A ORANGE VASI ADAPTER, AND 2.99 M (9.8 FT) W FROM THE NORTHWEST CORNER OF THE ORANGE VASI LAMP. THE 150 METER POINT IS A STANDARD NCGS DISK STAMPED---STATESVILLE 150---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER FLUSH WITH GROUND LOCATED 12.01 M (39.4 FT) E FROM THE EAST EDGE OF THE NORTH-SOUTH RUNWAY, 11.98 M (39.3 FT) SE FROM A RUNWAY MARKER LIGHT, AND 3.78 M (12.4 FT) NW FROM THE NORTHWEST CORNER OF THE ORANGE VASI LAMP. THE 430 METER POINT IS A STANDARD NCGS DISK STAMPED--- STATESVILLE 430---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER FLUSH WITH GROUND LOCATED 24.44 M (80.2 FT) N FROM A PAVED TAXIWAY, 14.17 M (46.5 FT) NE FROM A RUNWAY MARKER LIGHT NEAREST TO TAXIWAY, AND 11.19 M (36.7 FT) E FROM THE EAST EDGE OF THE NORTH-SOUTH RUNWAY. THE 1050 METER POINT IS A STANDARD NCGS DISK STAMPED---STATESVILLE 1050---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER FLUSH WITH GROUND LOCATED 26.46 M (86.8 FT) S FROM THE PAVED TAXIWAY, 23.19 M (76.1 FT) SE FROM THE SOUTHEAST CORNER OF THE NORTH-SOUTH RUNWAY, 16.43 M (53.9 FT) N FROM A BARBED WIRE FENCE, AND 16.09 M (52.8 FT) SE FROM THE EAST MOST OF 3 BLUE RUNWAY LANDING LIGHTS. FOR SITE ACCESS, CONTACT MR. PHIL HAZEL, STATESVILLE MUNICIPAL AIRPORT, ROUTE 14 BOX 94, STATESVILLE, NORTH CAROLINA 28677. TELEPHONE 704-872-2648. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF NORTH CAROLINA. FOR FURTHER INFORMATION CONTACT MR. LARRY W. AKERS, CHIEF GEODETIC SURVEY SECTION, NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT, BOX 27687, RALEIGH, NORTH CAROLINA 27611. TELEPHONE 919-733-3836. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N350804 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: STATESVILLE CBL NORTH CAROLINA ROCKVILLE MD 20852 - MARCH 8, 1993 PROJECT ACCESSION NUMBER: 15482 IREDELL COUNTY NEAREST TOWN: STATESVILLE LIST OF ADJUSTED DISTANCES (MARCH 2, 1993) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) STATESVILLE 000 292.704 STATESVILLE 150 290.776 150.0007 150.0131 0.1 STATESVILLE 000 292.704 STATESVILLE 430 288.028 429.9762 430.0017 0.1 STATESVILLE 000 292.704 STATESVILLE 1050 280.828 1049.9979 1050.0651 0.2 STATESVILLE 150 290.776 STATESVILLE 430 288.028 279.9755 279.9890 0.1 STATESVILLE 150 290.776 STATESVILLE 1050 280.828 899.9972 900.0522 0.1 STATESVILLE 430 288.028 STATESVILLE 1050 280.828 620.0217 620.0635 0.1 DESCRIPTION OF STATESVILLE BASE LINE YEAR MEASURED: 1982 YEAR REMEASURED: 1993 CHIEF OF PARTY: KM THE BASE LINE IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTHWEST OF STATESVILLE AT THE STATESVILLE MUNICIPAL AIRPORT. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE EASTERN EDGE OF RUNWAY (2-20). THE BASE LINE IS A NORTH-NORTHEAST, SOUTH-SOUTHWEST LINE WITH THE 0-METER POINT ON THE NORTH-NORTHEAST END. IT CONSISTS OF THE 0, 150, 430 AND 1050 METER POINTS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF INTERSTATE HIGHWAY 77 (EXIT 49A) AND U.S. HIGHWAY 70 (GARNER BAGNAL BOULEVARD), LOCATED IN SOUTHWESTERN STATESVILLE, GO WESTERLY ON U.S. HIGHWAY 70 FOR 2.0 KM (1.2 MI) TO THE INTERSECTION OF U.S. HIGHWAY 21 AND STATE HIGHWAY 115 (SHELTON AVENUE). CONTINUE WESTERLY ON U.S. HIGHWAY 70 FOR 3.4 KM (2.1 MI) TO THE INTERSECTION OF U.S. HIGHWAY 64 AND STATE HIGHWAY 90 (NEWTON DRIVE). TURN LEFT AND GO SOUTHWEST ON U.S. HIGHWAY 70 FOR 2.4 KM (1.5 MI) TO THE INTERSECTION OF STATE HIGHWAY 1617 (WESTMINSTER DRIVE) ON THE RIGHT. CONTINUE SOUTHWEST ON U.S. HIGHWAY 70 FOR 0.4 KM (0.2 MI) TO THE INTERSECTION OF AIRPORT ROAD ON THE LEFT. TURN LEFT AND GO SOUTH ON AIRPORT ROAD FOR 0.9 KM (0.6 MI) TO THE ENTRANCE DRIVE FOR THE STATESVILLE MUNICIPAL AIRPORT COMPLEX ON THE RIGHT. CONTINUE SOUTH ON AIRPORT ROAD FOR 0.3 KM (0.2 MI) TO THE INTERSECTION OF FLEETWOOD ROAD ON THE RIGHT. TURN RIGHT AND MEANDER WEST ON FLEETWOOD ROAD FOR 0.5 KM (0.3 MI) TO A LOCKED GATE, WHERE FLEETWOOD ROAD TURNS NINETY DEGREES TO THE LEFT. PASS THROUGH THE GATE AND GO NORTHWEST CROSS-COUNTRY FOR 0.08 KM (0.05 MI) TO THE 0-METER POINT NEAR AN APPROACH LIGHT. THE 0-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK STAMPED "STATESVILLE 000" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST PROJECTING 2.5 CM (1 IN) ABOVE THE SURFACE OF THE GROUND. IT IS 56.6 M (185.7 FT) SOUTH-SOUTHWEST OF THE SOUTHERN EDGE OF RUNWAY 28-10, 12.4 M (40.7 FT) EAST-SOUTHEAST OF THE EASTERN EDGE OF RUNWAY 2-20, AND 2.9 M (9.5 FT) WEST OF THE NORTHWEST CORNER OF A CONCRETE APPROACH LIGHT FOUNDATION. THE 150-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK STAMPED "STATESVILLE 150" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 39.5 M (129.6 FT) WEST-NORTHWEST OF A METAL FENCE, 12.1 M (39.7 FT) EAST- SOUTHEAST OF THE EASTERN EDGE OF RUNWAY 2-20, AND 3.5 M (11.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE APPROACH LIGHT FOUNDATION. THE 430-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK STAMPED "STATESVILLE 430" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 40.5 M (132.9 FT) WEST-NORTHWEST OF A METAL FENCE, 14.1 M (46.3 FT) NORTHEAST OF RUNWAY LIGHT # 69, AND 11.1 M (36.4 FT) EAST-SOUTHEAST OF THE EASTERN EDGE OF RUNWAY 2-20. THE 1050-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK STAMPED "STATESVILLE 1050" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 38.4 M (126.0 FT) SOUTHEAST OF THE SOUTHWESTERN CORNER OF RUNWAY 2-20, 22.9 M (75.1 FT) SOUTH-SOUTHEAST OF THE SOUTHEASTERN CORNER OF RUNWAY 2-20, AND 6.0 M (19.7 FT) NORTH-NORTHEAST OF A METAL FENCE. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. DRIVING ON THE RUNWAYS IS STRICTLY PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY. FOR ACCESS AND THE KEY TO THE GATE, PLEASE STOP BY THE AIRPORT OFFICE. OR CONTACT STATESVILLE FLYING SERVICE INC., P.O. BOX 5056, STATESVILLE, NC 286787. TELEPHONE (704) 873-1111. THIS CALIBRATION BASE LINE WAS ESTABLISHED AND REMEASURED WITH ASSISTANCE FROM THE NORTH CAROLINA GEODETIC SURVEY. FOR MORE INFORMATION PLEASE CONTACT MR. LARRY AKERS, CHIEF GEODETIC SURVEY SECTION, NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL HEALTH AND NATURAL RESOURCES, P.O. BOX 27687, RALEIGH, NC 27611. TELEPHONE (919) 733-3836. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N340781 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: WALLACE NORTH CAROLINA ROCKVILLE MD 20852 - OCTOBER 29, 1986 PROJECT ACCESSION NUMBER: G15482 PENDER COUNTY LIST OF ADJUSTED DISTANCES (APRIL 20, 1982) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) WALLACE 000 11.397 WALLACE 150 11.043 150.0008 150.0012 0.2 WALLACE 000 11.397 WALLACE 430 10.492 429.9964 429.9974 0.4 WALLACE 000 11.397 WALLACE 1170 8.892 1169.9568 1169.9595 0.5 WALLACE 150 11.043 WALLACE 430 10.492 279.9956 279.9962 0.3 WALLACE 150 11.043 WALLACE 1170 8.892 1019.9560 1019.9583 0.5 WALLACE 430 10.492 WALLACE 1170 8.892 739.9604 739.9621 0.3 DESCRIPTION OF WALLACE BASE LINE YEAR MEASURED: 1982 CHIEF OF PARTY: WJR THE BASE LINE IS LOCATED ABOUT 20.9 KM (13.0 MI) NORTH-NORTHWEST OF BURGAW, 11.3 KM (7.0 MI) SOUTH-SOUTHEAST OF ROSE HILL AND 0.8 KM (0.5 MI) SOUTHWEST OF WALLACE AT THE WALLACE AIRPORT ALONG THE NORTH SIDE OF THE RUNWAY. TO REACH THE 0 METER POINT FROM THE WALLACE AIRPORT TERMINAL ON THE SOUTHWEST SIDE OF THE TOWN OF WALLACE, PASS THROUGH THE GATE NEXT TO TERMINAL BUILDING AND FOLLOW TAXIWAY FOR 0.2 KM (0.1 MI) TO THE RUNWAY, (TURN LEFT AND GO EAST ALONG NORTH EDGE OF RUNWAY FOR 0.6 KM (0.4 MI) TO THE END OF RUNWAY AND THE 1170 METER POINT). TURN RIGHT AND GO WEST ALONG NORTH EDGE OF RUNWAY FOR 0.1 KM (0.05 MI) TO THE 430 METER POINT ON THE RIGHT, CONTINUE WEST ALONG NORTH EDGE OF RUNWAY FOR 0.3 KM (0.2 MI) TO THE 150 METER POINT ON THE RIGHT, CONTINUE WEST ALONG NORTH EDGE OF RUNWAY FOR 0.2 KM (0.1 MI) TO THE 0 METER POINT ON THE RIGHT. THE BASE LINE IS A EAST-WEST LINE WITH THE 0 METER POINT ON THE WEST END. IT IS MADE UP OF THE 0, 150, 430, AND 1170 METER POINTS. THE MARKS ARE NORTH CAROLINA GEODETIC TRIANGULATION SURVEY DISKS. ALL OF THE MARKS ARE SET ABOUT 17 FEET NORTH FROM THE NORTH EDGE OF THE RUNWAY EXCEPT 1170, IT IS ABOUT 40 FEET FROM THE END OF RUNWAY AND TURNAROUND AREA. THE 0 METER POINT IS A STANDARD NCGS DISK STAMPED---WALLACE 000---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM (14 IN) IN DIAMETER FLUSH WITH GROUND 61.26 M (201.0 FT) E FROM THE WEST END OF RUNWAY AND TURNAROUND AREA, 9.36 M (30.7 FT) S FROM THE SOUTHEAST CORNER OF THE ORANGE VASI LAMP HOUSING, 7.16 M (23.5 FT) NE FROM A RUNWAY MARKER LIGHT, AND 5.15 M (16.9 FT) N FROM THE NORTH EDGE OF THE RUNWAY. THE 1170 METER POINT IS A STANDARD NCGS DISK STAMPED---WALLACE 1170---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 35 CM (14 IN) IN DIAMETER FLUSH WITH GROUND 30.08 M (98.7 FT) NE FROM THE SOUTHEAST CORNER OF THE RUNWAY, 20.85 M (68.4 FT) SE FROM THE NORTHEAST CORNER OF THE TURNAROUND AND RUNWAY, 12.13 M (39.8 FT) E FROM THE EAST END OF TURNAROUND AND RUNWAY, AND 9.17 M (30.1 FT) ENE FROM THE NORTH MOST BLUE RUNWAY MARKER LIGHT. ALL MARKS ARE STANDARD NCGS DISKS STAMPED WITH THE BASE LINE AND METER POINT DESIGNATIONS. THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE STATE OF NORTH CAROLINA. FOR FURTHER INFORMATION CONTACT MR. LARRY W. AKERS, CHIEF OF GEODETIC SURVEY SECTION, NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT, BOX 27687, RALEIGH, NORTH CAROLINA 27611. TELEPHONE (919) 733-3833. 1US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N340781 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: WALLACE CBL NORTH CAROLINA ROCKVILLE MD 20852 - MARCH 29, 1993 PROJECT ACCESSION NUMBER: 15482 PENDER COUNTY NEAREST TOWN: WALLACE LIST OF ADJUSTED DISTANCES (MARCH 22, 1993) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) WALLACE 000 11.397 WALLACE 150 11.043 149.9995 149.9999 0.1 WALLACE 000 11.397 WALLACE 430 10.490 429.9956 429.9966 0.2 WALLACE 000 11.397 WALLACE 1170 8.890 1169.9548 1169.9575 0.3 WALLACE 150 11.043 WALLACE 430 10.490 279.9962 279.9967 0.1 WALLACE 150 11.043 WALLACE 1170 8.890 1019.9553 1019.9576 0.2 WALLACE 430 10.490 WALLACE 1170 8.890 739.9591 739.9609 0.1 DESCRIPTION OF WALLACE BASE LINE YEAR MEASURED: 1982 YEAR REMEASURED: 1993 CHIEF OF PARTY: KM THE BASE LINE IS LOCATED ABOUT 20.9 KM (13.0 MI) NORTH-NORTHWEST OF BURGAW, 11.3 KM (7.0 MI) SOUTH-SOUTHEAST OF ROSE HILL, AND 0.8 KM (0.5 MI) SOUTHWEST OF WALLACE AT THE WALLACE AIRPORT. THE BASE LINE RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH THE NORTH EDGE OF RUNWAY (9-27). THE BASE LINE IS AN EAST-WEST LINE WITH THE 0-METER POINT ON THE WEST END. IT CONSISTS OF THE 0, 150, 430, AND 1170 METER POINTS. THE BASE LINE DISKS ARE NORTH CAROLINA GEODETIC SURVEY TRIANGULATION DISKS. TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. HIGHWAY 117 (NORWOOD STREET) AND STATE HIGHWAY 41 (MAIN STREET), LOCATED IN DOWNTOWN WALLACE, GO WESTERLY ON STATE HIGHWAY 41 FOR 0.9 KM (0.6 MI) TO THE INTERSECTION OF ROCKFISH STREET ON THE LEFT. TURN LEFT AND GO SOUTHERLY ON ROCKFISH STREET FOR 0.8 KM (0.5 MI) TO A CONCRETE BRIDGE OVER ROCKFISH CREEK AT THE DUPLIN-PENDER COUNTY LINE. CONTINUE SOUTHWESTERLY ON WALLACE AIRPORT ROAD FOR 0.9 KM (0.6 MI) TO THE INTERSECTION OF AIRPORT ROAD ON THE LEFT. TURN LEFT AND GO SOUTH CURVING TO EAST ON AIRPORT ROAD FOR 0.4 KM (0.2 MI) TO THE AIRPORT OFFICE AND GATE LEADING TO THE AIRCRAFT PARKING AREA. PASS THROUGH THE GATE AND GO SOUTHERLY CROSSING THE AIRCRAFT PARKING AREA ONTO THE TAXIWAY FOR 0.10 KM (0.06 MI) TO THE NORTH EDGE OF RUNWAY (9-27). TURN RIGHT AND GO WEST PARALLELING THE NORTH EDGE OF RUNWAY (9-27) FOR 0.53 KM (0.33 MI) TO THE 0-METER POINT NEAR THE WESTERN ONE OF TWO VASI LIGHTS. THE 0-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK STAMPED "WALLACE 000" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 61.1 M (200.5 FT) EAST OF THE WEST EDGE OF RUNWAY (9-27), 9.4 M (30.8 FT) SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE APPROACH LIGHT FOUNDATION, 7.2 M (23.6 FT) EAST-NORTHEAST OF RUNWAY LIGHT # 45, AND 5.2 M (17.1 FT) NORTH OF THE NORTH EDGE OF RUNWAY (9-27). THE 150-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK STAMPED "WALLACE 150" SET IN THE TOP OF A 36 CM (14 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 16.1 M (52.8 FT) WEST-NORTHWEST OF A RUNWAY LIGHT, 9.6 M (31.5 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE APPROACH LIGHT FOUNDATION, AND 5.2 M (17.1 FT) NORTH OF THE NORTH EDGE OF RUNWAY (9-27). THE 430-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK STAMPED "WALLACE 430" SET IN THE TOP OF A 41 CM (16 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 33.8 M (110.9 FT) EAST-NORTHEAST OF RUNWAY LIGHT # 31, 23.9 M (78.4 FT) WEST-NORTHWEST OF RUNWAY LIGHT # 29, AND 5.0 M (16.4 FT) NORTH OF THE NORTH EDGE OF RUNWAY (9-27). THE 1170-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK STAMPED "WALLACE 1170" SET IN THE TOP OF A 46 CM (18 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 30.1 M (98.8 FT) NORTHEAST OF THE SOUTHEAST CORNER OF RUNWAY (9-27), 20.8 M (68.2 FT) SOUTHEAST OF THE NORTHEAST CORNER OF AN AIRCRAFT TURNAROUND, 12.0 M (39.4 FT) EAST OF THE EAST EDGE OF AN AIRCRAFT TURNAROUND, AND 4.8 M (15.7 FT) EAST-NORTHEAST OF THE EASTERN MOST RUNWAY END LIGHT. USER NOTES: CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. DRIVING ON THE RUNWAYS IS STRICTLY PROHIBITED AND ALL AIRCRAFT HAVE THE RIGHT-OF-WAY. THE WALLACE AIRPORT IS UNCONTROLLED. FOR INFORMATION ABOUT AIRPORT ACTIVITIES PLEASE CONTACT MR. WAYNE RICH (919) 285-2027. THIS CALIBRATION BASE LINE WAS ESTABLISHED AND REMEASURED WITH ASSISTANCE FROM THE NORTH CAROLINA GEODETIC SURVEY. FOR MORE INFORMATION PLEASE CONTACT MR. LARRY AKERS, CHIEF GEODETIC SURVEY SECTION, NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES, P.O. BOX 27687, RALEIGH, NC 27611. TELEPHONE (919) 733-3836. 1 US DEPARTMENT OF COMMERCE - NOAA CALIBRATION BASE LINE DATA QUAD: N340783 NOS - NATIONAL GEODETIC SURVEY BASE LINE DESIGNATION: WHITEVILLE CBL NORTH CAROLINA SILVER SPRING MD 20910 - May 15, 2000 PROJECT ACCESSION NUMBER: 15482 COLUMBUS COUNTY NEAREST TOWN: WHITEVILLE LIST OF ADJUSTED DISTANCES (May 10, 2000) ADJ. DIST.(M) ADJ. DIST.(M) STD. FROM STATION ELEV.(M) TO STATION ELEV.(M) HORIZONTAL MARK - MARK ERROR(MM) WHITEVILLE 000 1989 26.520 WHITEVILLE 150 1989 26.066 150.0043 150.0050 0.1 WHITEVILLE 000 1989 26.520 WHITEVILLE 430 1989 24.850 430.0093 430.0125 0.2 WHITEVILLE 000 1989 26.520 WHITEPORT (AZ MK) 1986 21.038 1030.0282 1030.0428 0.2 WHITEVILLE 150 1989 26.066 WHITEVILLE 430 1989 24.850 280.0050 280.0076 0.1 WHITEVILLE 150 1989 26.066 WHITEPORT (AZ MK) 1986 21.038 880.0239 880.0383 0.2 WHITEVILLE 430 1989 24.850 WHITEPORT (AZ MK) 1986 21.038 600.0189 600.0310 0.1 DESCRIPTION OF WHITEVILLE BASE LINE YEAR MEASURED: 1999 LATITUDE: 34 16 17 LONGITUDE: 078 43 00 AZIMUTH: 48 DEGREES TRUE NORTH CHIEF OF PARTY: WLL THE BASE LINE IS LOCATED ABOUT 7.4 KM (4.6 MI) SOUTH OF WHITEVILLE AT THE COLUMBUS COUNTY MUNICIPAL AIRPORT, 11.6 KM (7.2 MI) EAST-SOUTHEAST OF CHADBOURN, AND 20.1 KM (12.5 MI) NORTHEAST OF TABOR CITY. THE BASE LINE IS A SOUTHWEST-NORTHEAST LINE WITH THE 0 METER POINT ON THE SOUTHWEST END. THE BASE LINE CONSISTS OF THE 000, 150, 430, AND 1030 METER POINTS. THE BASE LINE IS ON THE SOUTHEAST SIDE OF THE AIRPORT RUNWAY AND RUNS PARALLEL TO IT. THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE LINE. TO REACH THE 0-METER POINT FROM THE JUNCTION OF U.S. 701 BUSINESS AND STATE ROUTE 130 SOUTH-SOUTHWEST OF WHITEVILLE, GO SOUTHEAST ON STATE ROUTE 130 (VINSON BOULEVARD) FOR 2.49 KM (1.55 MI) TO STATE ROUTE 1170, TURN RIGHT ON STATE ROUTE 1170 AND GO SOUTHWEST FOR 1.6 KM (1.0 MI) TO STATE ROUTE 1181, TURN LEFT ON STATE ROUTE 1181 AND GO SOUTHEAST FOR O.80 KM (0.50 MI) TO COLUMBUS COUNTY MUNICIPAL AIRPORT TERMINAL BUILDING AND AIRPORT GATE, CONTINUE EAST THROUGH THE GATE FOR 0.16 KM (0.10 MI) TO THE RUNWAY, TURN RIGHT AND GO SOUTHWEST ALONG THE RUNWAY FOR 0.40 KM (0.25 MI) TO THE 0-METER POINT AT THE SOUTHWEST END OF THE RUNWAY. THE 0 METER POINT IS A STANDARD NORTH CAROLINA GEODETIC CONTROL DISK STAMPED "WHITEVILLE 000 1989" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 77.2 M (253.2 FT) NORTHEAST OF AN ELECTRICAL BOX WITH A LIGHT, 40.6 M (133.2 FT) SOUTHWEST OF THE SECOND LANDING LIGHT, 23.6 M (77.5 FT) SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, AND 20.5 M (67.1 FT) EAST-NORTHEAST OF THE FIRST LANDING LIGHT FROM THE SOUTHWEST END OF THE RUNWAY. THE 150 METER POINT IS A STANDARD NORTH CAROLINA GEODETIC SURVEY CONTROL DISK, STAMPED "WHITEVILLE 150 1989" SET IN THE TOP OF 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 53.6 M (175.7 FT) EAST-NORTHEAST OF THE THIRD LANDING LIGHT FROM THE SOUTHWEST END OF THE RUNWAY, 23.7 M (77.6 FT) SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, AND 10.4 M (34.0 FT) SOUTH OF THE FOURTH LANDING LIGHT. THE 430 METER POINT IS A STANDARD NORTH CAROLINA GEODETIC SURVEY CONTROL DISK, STAMPED "WHITEVILLE 430 1989" SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 47.9 M (157.0 FT) EAST-NORTHEAST OF A LANDING LIGHT AT THE CENTERLINE OF THE TAXIWAY, 28.0 M (91.9 FT) NORTHEAST OF THE NORTHEAST END OF A CONCRETE CULVERT, 23.7 M (77.8 FT) SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, AND 14.8 M (48.4 FT) SOUTH- SOUTHWEST OF THE SECOND LANDING LIGHT FROM THE CENTER OF THE TAXIWAY. 1THE 1030 METER POINT IS A STANDARD NATIONAL GEODETIC SURVEY AZIMUTH MARK DISK STAMPED "WHITEPORT 1986" SET IN THE TOP OF 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH SURFACE OF THE GROUND. IT IS 33.2 M (109.0 FT) SOUTH-SOUTHWEST FROM THE APPROXIMATE CENTERLINE OF THE RUNWAY AT THE END OF THE PAVEMENT, 27.0 M (88.5 FT) NORTHEAST OF A VASI LIGHT, 23.8 M (78.0 FT) SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, AND 6.7 M (22.0 FT) NORTHWEST OF A WITNESS POST. USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. ELEVATIONS ARE FOR CBL USE ONLY. OWNERSHIP - PUBLIC, COLUMBUS COUNTY, 467 AIRPORT ROAD, WHITEVILLE, N.C. 28472. TELEPHONE (910) 642-6187. MANAGER, JACK DUFFELL. THE BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE NORTH CAROLINA GEODETIC SURVEY. FOR MORE INFORMATION PLEASE CONTACT THE NORTH CAROLINA GEODETIC SURVEY, 121 W. JONES STREET, RALEIGH, NORTH CAROLINA 27603. TELEPHONE (919) 733-3836.