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HomeMy WebLinkAbout54927_NC DOT_20100107' \ �. :3 GENERAL PERMIT Previous permit# El New ❑Modification El Complete Reissue ❑Partial Reissue Date previous permit issued 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 ❑ Rules attached. Applicant Name ,f t�c > l Project Location: County -��` Address j �Gi� C'o Street Address/ State Road/ Lot #(s) city c'����; Stat 14 ZIP z-7 Phone # (_} YZ " TY77 Fax # Subdivision Authorized Agent t'" ��V l- ' = City ZIP Cw ❑ Ew D-FTA ❑ Es [:4_P_TS_ Affected Phone # ( ) River Basin D OEA D HHF ❑ !H E UBA ❑ N/A AEC(s): Adj. Wtr. Body ; t (nat'/man /unkn) ❑ PWS: D FC: - -- ORW: yes / no PNA yes / no Crit.Hab. yes / no Closest Maj. Wtr. Body Type of Project/ Activity )z ' �p ~ Y S�) (Scale: ) Pier (dock) length i Platform(s) - Finger pier(s) -- - - Groin length -- -- -. I number Bulkhead/ Riprap length avg distance offshore max distance offshore ..✓ t Basin, channel cubic yards Boat ramp Boathouse/ Boatlift Beach Bulldozing Other i "`! , L'34 •. 71_J.. #11 +FF Shoreline Length SAV: not sure yes Sandbags: not sure yes o Moratorium: n/a yes no — Photos: yes no RE Waiver Attached: yes no A building permit may be required by: A w b e-,V7 ❑ See note on back regarding River Basin rules. Notes/ Special Conditions UZ `Vn3i-L C.a_ /j)�' t ,J jz�' _�llf b 1 Agent or Applicant Printed Name Signature Please read compliance statement on back of permit Application Fee(s) Check # PermitOfflcc s Signature issuing mate Expiration Date Local Planningf urisdiction Rover File Name 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, certify that this 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 STATE oi. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION"". Beverly E. Purdue Gene Conti. GOvE,RNUR S[;('RFi1:ARY December 8, 2009 Jim Hoadley Division of Coastal Management 1367 U.S. 17 South Elizabeth City. NC 27909 Dear Mr. fioadley, The NCDOT request the issuance of a General Permit 23 for bridge replacement # 21 on NC 343 over Joyce Creek. This project will replace bridge # 21, which is 100 ft. X 28 ft. The new bridge will be 130 ft. X 30 ft. and be constructed with concrete piles, bents and cored slab deck. The bridge will be replaced on existing alignment, with an oft -site detour. The bridge spans Joyce Creek which is classified as Class "C' "SW" waters, and also designated an anadromous fish spawning area by the Wildlife Resource Commission, The bridge design and roadway approaches have avoided impacts to jurisdictional wetlands and surface waters, except 435.6 sq. ft of mechanized land clearing. The removal of the old approach fill will restore approximately 696.96 sq. ft of wetland floodplain. NCDOT is requesting a General Permit from the Division of Coastal Management for a bridge replacement over Public Trust Waters. Included with this letter are the location map. MP forms, adjacent landowner notices, and permit drawings. If you have questions please do not hesitate to call me at (252) 482-7977. Sincerely, Jerry Jennings, P.E. Acting Division Engineer, Division One Clay Willis � Environmental Ofti�r, Division One 1 13 Airport Dr., Suite 100, Edenton, NC 27932 — Phone: (252) 492-7977 Fax: (252) 482-8722 • 1 e•+ ., j �` � ,�� r ',� t l� ."�r .� ,.�•��'�" z��'�-.ram '!IMF •.\N%� �'��i: ' f. 1� f1 � k �! ,� _`�y �v r•% I { r/ �C Ir 1 1tm jjlP t14 �. •� 1t 11 4 �; Il i,.' _ �° U � t �' �+ i �,. ;.sue-;�" '.,� r 3C3 \ � u, � � � � �, ��, R �. { � � � i � ✓ � '� � •§ eta i CD CO ow Fill 1I w� `'%/.•'�! !`a ,aye{'. Ii # r f. 1 - q.' s.. ( % J ' " . ✓ Est•- rf _ t . 0 LECT AfFERENCE NO. SHEET 1 - 4 / 4 NY SHEET NO. DSVAY DESIGN 194" R MYDRAUUCS ENGINEER t SIT Atr S70 Ml AOT 2340 21732 ACT \ * t t t Y 7t.• \ * r AC 343 -G- AC 343 —Y \ o* 5e30 P/ Sro b+S/99 o J��\ i�" ; ; . y �" "` �50 � - 5''2716.0' (RT) ° \ I D - 5'l5'00.0* L - 103B9' \ \ T-5/-W t \ Y t \ 10 AO a SOIL P'I —� ,2 1 I O ° 2 _= t i 1332 r1�r+l� P L11 R0.LUN SPENC. 41 u• St 77L7�y'`44�`�1: ` ROSENALD TOUT14 C IL +03 // / II DB 40 PC 452 rn '^ �� 49.90'2 OEND CONSTRUCTION ; j / 1• N. '�` '`!;;': S. Se W 3 Z -Y- ro. n+ '•1 t �1 �1 _ `(, \•:.l 1 .I26.3_' N 01'5-'Q2'E u 1I't 9542d iE, 25.OSD / '— / tl 1 `:� .\ /%'. \ ':`.`IIN 29'91$�• 5 237;22' ANORE• FEREBEF HEIRS �GY 8r2S`3a• E DB TO PG 4 I` n .41 3'4 �16'E !ll,,, t FO J I J t 4EX.R/w dl, 220-:4a' E aM00 / TOP I I 2� '� ' \`1 1 �/�� / �_ / .'1 • +�OYn/..X. .LA/ \ �R/W �N E I 1'A]�iViO.C- GPS 84451 �g\,\ R Ex.�.,� 0 IW 1 �M' ji7 240 3b. DEEP:—_ - 1!•-_ - _ - .�. g• PVC �' ��G((-i"-� t �( _ ' - 8 U O1•TSET- OUTLET .� t ,rc vw •� ...r^'�.1!`I.' t Y Y PAY ) 5 .i I LT AND Y Y 1! * ' \I / WOODS ULD ERM GUTTER \ / L- TA. 7 TO 16+30 LT, RT- TBN •IG NA22C HASSEL Y Y VS t\\R/R SPIKE IN 3b' ELM oB �' *c's' Y �, Y -L- 11.41 Y SITE 1 92'Ri * gt BE6rN *TIP ,PRO CT B-4451 Y -L- POC STA 13 + 25.00 -Y- POT Sta. 12+9751 - * ci o -L- PDT Sra.14+5088 a - ^ a 1 ecc, LY- P �. �nn34 = PI Sro /2+2595 ru p 10.03- 29Z (RT) riaD - 2 15'OOII «, L ■ 45073' T - 22595' R - 2546 48 P� na 8. •�� �Y sus ?�O INCOMPLE DO NOT U6A L E PLANS E ACpU14IT70N PRELIMIN RY PLANS DO NOT U98 IO CON�TAUCTION FOR -L- PROFILE SEE SHEET 5 DENOTES MECHANIZED CLEARING .�z�•�.as �. Ed..�-Ir.r:l: 233)3 SITE 2 * * END TIP PROJECT B-4451 L- POT STA 18 + 90.00 I \ Y I P I l I Y * t C Y t t Y * I JAMES B. EDNARDS % PGJotmy U. y740y I /Ell 1 L2 _IrRR�RAP- * .� ....`—T ]�•0' i034 c - - _� +—r----------4�--==7{: 9,0 W �, Ijl; ISTR. PAY {T 5 50'29'22' W -Y 1 --- — lr-- °I J---L- S_35' 47' 26.T E - ,new F GUTTER '+90 LT, RT * * Y t WOODED SWAMP t * t k t * Y CAROLTN S. u�LETT pg 257 PG Y PC6 SLOE 39 ^ 1` ® BRIDE APPROACH SLABS BEGIN BRIDGE -L- STA.15+44 BEGIN APPROACH SLAB -L- STA.16+86 TYPE B-77 TYPE B-77 TYPE 8-77 TYPE 8-77 BEGIN APP iv ROACH SCAB Y END BRIDGE -L- ST,4/5+30 -L- SI ,416+74 RELATIONSHIP OF BRIDGE TO PROPOSED PAVEMENT 0- = 40') TD CAVOEW -+ o a 1 8 H 1 t t � NANCT H. 4CC►LLrSTER, of of RB 05E PG Z9 1105 10/27/09 L