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HomeMy WebLinkAbout55172_DARE COUNTY_20100429❑ CAMA / ❑ DREDGE & FILL GENERAL PERMIT ❑New ❑Modification ❑Complete Reissue ❑Partial Reissue As authorized by the State of North Carolina, Department of Environment and Natural Resources and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC Applicant Name Address :P. Cj • s City State ZIP Phone # O ((f Fax # ( ) Authorized Agent {gip i f A . If ❑ CW ❑ EW ❑ PTA ❑ ES ❑ PTS Affected AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A ❑ PWs: ❑FC: ORW: yes / no PNA yes / no Crit.Hab. yes / no Previous permit # Date previous permit issued ❑ Rules attached. Project Location: County Street Address/ State Road/ Lot #(s) Subdivision City i, r ; i .;c— ZIP Phone # ( ) 7, River Basin Adj. Wtr. Body (nat /man /unkn) Closest Maj. Wtr. Body Type of Project/ Activity Pier (dock) length Platform(s) Finger pier(s) (Scale: ) Groin length number Bulkhead/ Riprap length avg distance offshore max distance offshore Basin, channel cubic yards Boat ramp Boathouse/ Boatlift Beach Bulldozing Other s ..+ C7 ! f Ti I � — — � I I I � Shoreline Length SAV: not sure yes no Sandbags: not sure yes no Moratorium: n/a yes no Photos: yes no — — — Waiver Attached: yes no '- A building permit may be required by: ❑ See note on back regarding River Basin rules. Notes/ Special Conditions Agent or Applic nt Printeme Signature Please read compliance statement on back of permit i Application Fee(s) Check # Permit Officer's Signature Issuing Date Expiration Date i 42,C) C) � 7 Local Planning Jurisdiction Rover File Name ii P Statement of Compliance and Consistency This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become null and void. This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian landowner(s) . The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available information and belief, certifythatthis project is consistent with the North Carolina Coastal Management Program. River Basin Rules Applicable To Your Project: ❑ Tar - Pamlico River Basin Buffer Rules ❑ Other: ❑ Neuse River Basin Buffer Rules If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington Regional Office (910-796-7215) for more information on howto complywith these buffer rules. Division of Coastal Management Offices Raleigh Office Mailing Address: 1638 Mail Service Center Raleigh, NC 27699-1638 Location: 2728 Capital Blvd. Raleigh, NC 27604 919-733-2293 Fax: 919-733-1495 Morehead City Headquarters 400 Commerce Ave Morehead City, NC 28557 252-808-2808/ 1-888ARCOAST Fax: 252-247-3330 (Serves: Carteret, Craven, Onslow -above New River Inlet- and Pamlico Counties) Elizabeth City District 1367 U.S. 17 South Elizabeth City, NC 27909 252-264-3901 Fax: 252-264-3723 (Serves: Camden, Chowan, Currituck, Dare, Gates, Pasquotank and Perquimans Counties) Washington District 943 Washington Square Mall Washington, NC 27889 252-946-6481 Fax: 252-948-0478 (Serves: Beaufort, Bertie, Hertford, Hyde, Tyrrell and Washington Counties) Wilmington District 127 Cardinal Drive Ext. Wilmington, NC 28405-3845 910-796-7215 Fax: 910-395-3964 (Serves: Brunswick, New Hanover, Onslow -below New River Inlet- and Pender Counties) Revised 08/09/06 `1-- " A R E Cu" U 2 N" T Y , N"O' R T H C A Ru" L I N A L—GENERAL— J PEP.MIT#i iTi7 Fvl'7 0 F I ROANOKE ISLAND WATER SYSTEM EXPANSION PROJECT r-------n I yzr _GENERAL_ J PERMIT'# ;� GENERAL ' L - PERMIT#4 GENERAL — PERMIT#2 p >>^EN=.RAL PERh!I"S GP GPJ2 GP, GP7%4 GPn5 GPI --.i70 TOTAL DIRECTIONAL DRILL LF ✓ATERMAIIV WiTHIN 75 AEC 10 LF 2^ LF 198 LF 279 LF G Lr LF 782 LF OPEN TRENCHLVG_L= WATEPMA!N WITHIN 75' AEC 3-0LF3,377 LF 0 LF 2,858 LF 4,272 LF $003 LF 12,842 LF TOTAL LF WATERN.A!N' WITHIN 75' AEC 503 LF 3,397 LF i98 LF 3,136 LF 4,212 LF 2 178 LF 13,524 LF TOTAL TEMPORARY DISTURBANCE SO.FT. 930 SO FT ' 33,970 SO FT 0 So, FT. 28,580 SO Fr 42, t20 SQ.F 20 030 SOFT.?28,420 SOFT ROANOKG Z > n SOUND, • a j N o O ai ATLANTIC OCEAN r�All Z In 13 I I °Ln� WU uaaon CROATAN 0 " o SOUND c \ ' • c7 z L o Zz oCL � w a 0' Z w z � Zw VICINTrY MAP I1"-1land) RECEIVED 5(Roanoke ® EX. MAILBOX m EX. TELEPHONE PEDESTAL m EX. CABLE BOX ® EX. WATER WELL ® EX. WATER METER DG EX. WATER VALVE 7T EX. FIRE HYDRANT ® EX. MONITORING WELL x( EX. FIRE HYDRANT O EX. DRAINAGE STRUCTURE £X. DRAINAGE PIPE •n, EX. POWER POLE EX. SIGN QEX. TREE © EX. SHRUB �vvv� EX. TREE LINE —T—EX. TELEPHONE LINE —CTV— EX. CABLE TV LINE —`N— EX. WATER LINE —P— EX. POWER LINE —X— EX. FENCE —404— 404 WETLAND LINE —CW— COASTAL WETLAND LINE —NWL— NORMAL WATER LEVEL —30— 30' BUFFER LINE —75— 75' AEC LINE —W— PROPOSED WATER LINE r 31 � F CU IU :. � STAL MANAGEMENT ELIZABETH CITY luE.4 a 0 � Z O p o O CD W C O Ld W O_ Q z H a QI LJ Ll G 0 O < Z a Q a — "el = G J — a ' Q > w z O o Z cn 0 d O CD CD U w � S W w [� b (D Z - m r z W E w Li o < _ m P 1- o 0 a- 3 I rr cu r f i / / / / , / ------LWNEL - - - - - - WOoo .00S \ �E \ 2.5 Po�F. 0 ,e. Ti eft I il4 I-30•BUFFER- - - _ 3o'survER— — 'g 3U•BUWFR---30'91R7--- �• � g I I ;I a! 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VIOLATION WILL BE SUBJECT TO LEGAL ACTION --i PO Drawer 8: 52) Hawk, 0 27949 Phone: 26112600 0 100' 200' DATE Fax: (252) 261-1260 52) 03/29/10 GRAPHIC SCALE IN FEET 1 "= 100 + E-Mail: administrator®quible.com PROJECT P08078 COPYRIGHT © 2010 QUIBLE & ASSOCIATES, P.C. DRAWN JMH THIS DOCUMENT IS THE PROPERTY OF QUIBLE & ASSOCIATES, PC. ALL RIGHTS ARE RESERVED. ANY RE - PRODUCTION Of_ THIS OR POSSESSION CAD REF. WITHOUT PRIOR PERMISSION OF P08078-coma QUIBLE &. ASSOCIATES, PC WILL CONSTITUTE VIOLATION OF COPYRIGHT LAWS. VIOLATION WILL BE SUBJECT TO LEGAL ACTION DATE 03/29/10 au CDD r— Js N T D* m s.3 m� � D `z o� E� -i _ C Wz Z U 0 D m m 0 4z *3 i -------------- .9k ORS .8" \ I t h r 01 41. 00 Co O � u) -n D:� n D -i � m m ;0 v_zzC � G C W Z D 0 D mn I \ I � 12 I, I; \ I. I I. I I I I ' I I I I I I I I I I I � I I I I I I I 1 I I I I 1 I I I I I I I 1 I I I I I I I I I I I I IIDRIVE 'h� I I u I 1 I'fy I � ;r I .*e j I ,y .......... � o I i — h !r �'L ' I a I ye ,B zs �tiBUFEER_ _ ' I ! 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ANY RE- - y' '4�` ENGINEERING * CONSULTING * PLANNING PRODUCTION OF THIS OR POSSESSION NAGS HEAD TOWNSHIP DARE COUNTY CAD REF. WITHOUT PRIOR PERMISSION OF --I m r=»; r-T`1 ENVIRONMENTAL SCIENCES SURVEYING P08078-c— OUIBLE & ASSOCIATES, PC WILL NORTH CAROLINA �m C�NC License#: C-0208 CONSTITUTE VIOLATION OF COPYRIGHT LAWS. VIOLATION WILL BE SUBJECT PO Drawer 870, Kitty Hawk, NC 27949 DATE TO LEGAL ACTION 0 100' 200' ���- Phone: (252) 261-3300 Fax: (252) 261-1260 03/29/10 GRAPHIC SCALE IN FEET 1 "= 100' E-Mail: administrator®quible.com COMPACTED FILL OR SELECT OMMON FIL SEE NOTE 3� �Z 12' MIN (TYP UNDISTURBED EARTH------ J -,; w m z z co w P5 FORMED AN BE 2500 PSI CONCRETE ENCASEMENT SUPPORT WITH SOS ID CONC BRICK MASONRY 5 OC PIPE TRENCH, CONCRETE ENCASEMENT & BACKFILL PAVED SURFACES UNIMPROVED SURFACES COMPACTED FILL SEE STANDARD DETAILS FOR DRIVEWAY SEE NOTE 3 AND ROADWAY SURFACE RESTORATION MAGNETICALLY DETECTABLE TAPE (18"-24" BELOW GRADE) TYPICAL ALL PIPE MATERIALS TRENCH � BACKFILL MIN. 36" COVER COMPACTED SELECT t�1Tzr1�TT-fTf o a — COMMON ? =11HIHIHIHIHIHIP •' z FILL IIIIIL�u�' H11=III-1'. MjNi BEDDING MATERIAL AS SPECIFIED SHEETING (IF REQ'D) (SEE NOTE 1) �— UNDISTURBED EARTH NOTES: 1. UTILIZE TRENCH BOXES, SHEETING OR OTHER APPROVED MEANS TO SUPPORT UTILITY TRENCHES IN COMPLIANCE WITH OSHA REQUIREMENTS. SHEETING SHALL BE DRIVEN BELOW THE PIPE INVERT IF REQUIRED FOR LATERAL SUPPORT OR UNSUITABLE MATERIAL REMOVAL. WHERE DRIVEN BELOW PIPE INVERT, SHEETING SHALL BE CUT OFF A MIN OF 12" ABOVE TOP OF PIPE OR HIGHER, AS AUTHORIZED BY THE ENGINEER, AND LEFT IN PLACE. IN NO CASE SHALL SHEETING LEFT IN PLACE EXTEND HIGHER THAN 18" BELOW SURFACE GRADE UNLESS SPECIFICALLY APPROVED. BRACING SHALL BE PROVIDED AS REQUIRED. 2. UNSUITABLE MATERIALS, AS DEFINED IN THE SPECIFICATIONS, SHALL NOT BE USED FOR OR ALLOWED IN BACKFILLING. 3. PLACE BEDDING AND BACKFILL LAYERS AND COMPACT PER SPECIFICATIONS. 4. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. DEWATER AS SPECIFIED. PIPE TRENCH. BEDDING & BACKFILL PIPE INSTALLATION N. T. S. aU TO 0 '. M E O SEC �a�Ahc`C vv I — SR�S _..60-R- w LSI� C�1 75'AEC— — M,q,Qs OF W U 2 moo V Z �' Z Zr Z w >_ 44 J : N U CL �OOU O y En0Z p p� n • N M � ._ (7 * O � '� N Cr z V) l o I F0U=� U N co -2 cdO Z � N O N w N " N �P4 Z U en Y U7 N H U O cn c v un E al v vJ U Z J a0 CO X O Z w U m t W z Z O 6 Z w O Z ! w " pZZ o � Z a w R EC. t-- \ F E AqTTH riTv 09/23/ E� Eli e SECTION 5 C41V41 *CULVERT NOT FOUND. APPROXIMATE LOCATION VIA METAL DETECTOR SOUNDINGS, SUNKEN/CRACKED/REPAIRED ASPHALT, AND INFORMATION FROM LOCAL RESIDENT WHO STATED HE BELIEVED THE CULVERT TO HAVE BEEN CRUSHED WHEN ORIGINA! wATERLINE WAS INSTALLED DECADES AGO. LOCAL RESIDENT ALSO SAID THE ROAD FAILURE WAS DUE TO THE SINKING OR FAILING CULVERT BENEATH. *NOTE, NO INVERTS/ENDS/PIPE FOUND. BAUMTOWN ROAD L� L.. CO O EX. GRADE 3' MIN. COVER s'PVc wM BENDS ON EACH SIDE HIGH GROUND TRENCHING THROUGH THIS AREA 00 O O 00 U ro a- WQ 1►���1 w II O O z�Z W O L, h Q Z yk n/ ►�4 O b w S D of Q - 0 � O L W W U 0 a CD x 0 CD z U w p C7 H C) z L, z ° 1 0 _U U U o n- a Yu�iZ (jZ°_ ow N w Oaaa V)L)L)+1 <2 avi0�� pm� U w oF >°WW �¢ = K Z 0 ~�w�aa03� �� tnOwT�~U4 005 u zawo/l(°� I idS¢Zraw00 O m O OO�r— Uj UJFN°wF> O U= 0 Om903mN3 w0wo jz3 _ X 00 f a- ° 0 0 ~ co wLLJ Z _ W a o 00 m w Qf Q m M a_ I