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Home My WebLink About58630_NC DOT_20121026ECJkMA / ❑ DREDGE & FILL GENERAL PERMIT Previous permit # ❑New ❑Modification ❑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 Project Location: County Address Street Address/ State Road/ Lot #(s) City State ZIP Phone # (') Fax # O Subdivision Authorized Agent City ZIP Affected El CW ❑ EW ❑ PTA ❑ ES ❑ PTS Phone # O River Basin AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A Adj. Wtr. Body (nat.,/man /unkn) ❑ PWS: ❑ FC: ORW: yes / no PNA yes / no Crit.Hab. yes / no 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 � • . r / � 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 I 7 A building permit may be required by: ❑ See note on back regarding River Basin rules. Notes/ Special Conditions or Applicant Printed Name Signature ** Please read compliance statement on back of permit ** Application Fee(s) Check # Permit Officer's Signature Issuing Date 4 ? Expiration Date Local PlanningJurisdiction 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, certifythat this project is consistentwith 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 how to comply with these buffer rules. Division of Coastal Management Offices Raleigh Office Morehead City Headquarters Mailing Address: 400 Commerce Ave 1638 Mail Service Center Morehead City, NC 28557 Raleigh, NC 27699-1638 252-808-2808/ 1-888-4RCOAST Location: Fax: 252-247-3330 2728 Capital Blvd. Raleigh, NC 27604 919-733-2293 Fax:919-733-1495 (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 •r • „a STA7f o STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTAT Beverly E. Purdue GOVERNOR October 23, 2012 Paul Williams NC Division of Coastal Management 1367 U.S. 17 South Elizabeth City, NC 27909 Dear Mr. Williams, RECEIVED i OCT 2012 COASTAL MANAGEMENT ELIZABETH CITY Gene Conti SECRETARY The NCDOT request the issuance of a General Permit .2300 for the replacement of Low Impact Bridge Project # 41 in Camden County. Bridge # 41 is located on SR 1148, approximately 0.071 miles east of the intersection with NC 343. This bridge crosses over Portohonk Creek, classified by DWQ as class "C-SW". Portohonk Creek is a tributary of the Pasquotank River. This water body is not considered an anadromous fish spawning water by the NC Wildlife Resource Commission or the NC Division of Marine Fisheries. Bridge # 41 has a substructure consisting of 1 interior wood bent and support piles. The deck is comprised of wood timbers and girders, with a wood barrier rail. The bridge span structure measures 31 ft. long X 20 ft. wide. The proposed replacement bridge is a 55 ft. long X 28 ft. wide. The new structure will be a single span precast concrete deck supported by two end bents of concrete bent and pile. This bridge will be replaced on its existing alignment, as shown in the provided pen -nit drawings. The bridge crossing will be closed to traffic during the bridge replacement. An off -site detour will be established during the period of this road closure. Impacts to jurisdictional wetlands and surface waters have been avoided and minimized. The resulting impacts include 0.02 acres of surface water impacts (mostly ditch fill on NE corner), 0.004 acres of pennanent wetland fill, 0.002 acres of permanent hand clearing (long tern bridge maintenance), and 0.002 acres of temporary hand clearing for construction/erosion control devices. The impact listed at site 3 & 4 regarding excavation in wetland, is to accommodate for drainage. These areas will likely still function as wetlands. These impacts are detailed on the provided pen -nit drawings. Due to the lengthening of the bridge, NCDOT will be able to restore approximately 0.022 acres of riverine floodplain adjacent to Portohonk Creek. This bridge is following the Low Impact Bridge Process established by FH WA, NCDOT and Regulatory Agencies. Included with this letter are the location map, permit drawings, and Low Impact Data Sheet. Ifyou have questions please call me at (252) 482-7977. The pen -nit fee can be charged to WBS # 17 B P.1. R.26 Sincerely, Jerry Jennings Division One Engineer Clay Willis Division One Envonmental Officer 113 Airport Dr., Suite 100, Edenton, NC 27932 — Phone: (252) 482-7977 Fax: (252) 482-8722 4 0 U a� E c10 U c 00 ry U) c 0 �r c a) E a� U _N Q U ry a) m ML W U) a) N 0 Low/Minimal Impact Bridge Project Data Sheet TIP NO 140041 WBS 17BPA.R. t County Camden Bridge Number Bridge • 41 r Bridge t b Ls 31 fng X 201t wide, the suhstructure consist of 2 end ents and 1�Inmrbr 6esr�.004structed of with woor'5qPs Description and plies, with steel girders. The bridge deck and rail is construe of w Project roposds to mplace the britlQe on existing align nc Basin II Pasquomnk Basin B digit ucode 030 0205 Classification class-C$ • COASTAL �.,:aNAGENIEN Stream SIN DWD Index 930.3-14 Portahonk Creek Type Warm I Inland Size Within the project area the stream varies in width from 15- 25 feet and depth 2J feet Type Existing Structure Size 2 span bridge which Is 30 feet long by 20 feet In width Suff. Rating Bridge has a sufgclency rating pf fill Proposed Structure Type Precast concrete bridge on steel or concrem pile Size single span bridge that rs 55 R long X 30 R wide Stream USACE Impacts (LF) COE Jurisdictional Shea' Present, do to bridging there should be no stream Impacts Non 404 Impacts (LF) not a Ilcable Wetlands USACE Impacts (AC) weaand Impacts will be within the threshold for NW3 Permits frdm the COE Non 404 impacts (AC) not applicable CAMA Impacts (AC) There are no CAMAjurlsdichonal wetlands within the project area NC ONO Buffers Impacts (SF) Project is not within a Buffer Basin; therefore Buffer rules do not apply Buffer Application Required (>40 ft) (YIN) not applicable NC DWO StorinWater Permit Required (YIN) Permit Required (YIN) No T&E Habitat (yin) No habitat present for Red -Cockaded Woodpecker(E), Shortnose sturgeon(E) Species Present No Habitat Present Blo Conclusion No effect Moratorium Type No Anadremous Fisheries Moratorium required Dates not applicable Trout Waters Native/Hatchery not applicable Trout Species Present not applicable Trout Conditions (YIN) not applicable W RC Reviewer not applicable CAMA AECs Division of Coastal Management claims this water body as -Public Trust Waters' Essential Fish Habitat (yin) No Nay. Opening approximately 10 feet in width and 1 feel fmm water surface to bridge suuctum USCG Permit None Historic Properties Historic survey required -Effects Form required conditions apply Archaeological Resources No further archaeology survey required Tribal Lands None 4(f) Resources None 6(11 [LWCF] Resources None Wild and Scenic River None Forest Service Lands None TVA Area None FEMA Buyout FEMA Flood Study USTs Haz Mats Relocatees None Location T 35.372452 LONG -76.080621 Project Comments _ CompleteC by: - --- --- - _ _... .. _ ._ . Lead Engineer - - --- �- ----- .Division Environmental Officer a12J13012 WETLAND AND SURFACE WATER IMPACTS PERMIT SBG SHOULDER BERM GUTTER CENTER BRIDGE STA. 12+9 SBG —L— STA. 12 + 50 TO STA. 12 + 62 RT 55' LENGTH; 1 AN (1 @55' 21" PCCS; 90 S W; 27'-10" CLEAR W TH TP- TOE PROTECTION CENTER GRADE EL V. = 3.06' TP -L- STA. 13 + 75 TO STA. 14 + 00 RT OUTLET DATA - 0401 Q10 = 7.8 CFS CLASS II RIPRAP- Vi 0 = 4.4 FPS INV. EL. = 0.00'� \ + 5 G / SHILOH BAPTIST CHURCH DB 58 PG 106 / \ 1 ��2 CHURCH AND CE TERY 0,4 1 NRHP ELIG LE. 2 I P A V M T �F / G 0� O I + N� P TO •EXIST) Xxl"x 'ro /% SP IAL LATERAL `10 �00_ -DITCH SEE DETAIL I SHILOH BAPTIST CHURCH DB 58 PG 106 BRIDGE #140041 3 —L— Z s s� -SITE 2 1 SITE I 2 SPAN; 31' LENGTH; CAP EXCAVA I'I 19.1' CLEAR WIDTH DEWATERING BOUNDARY WOOD SF -f / 4 DOCK OCK / PNSHEET NO. ROADWAY DESIGN i HYDRAULICS FENGINEER ENGINEER PHILIP C. WWHALEN �0xftv & PEGGY J. WHALEN / PRELIMIN Y PLANS 0o Nor vsa cor+sraurnoN DB 175 PG 459 TURBIDITY URTAINS TO BE UTILIZED DURING REMOVAL OF EXISTING H �ADWALLS SPECIAL LATERAL V-DITCH CE'1 V ED +33 SEE DETAIL 3 � ----- / END 4VEMENT FALLOW (TI TO IS ) • �' ! 'iJ SITE 4 ��Al 1 LIAM__GRA STF N� RFV AY ,-- T y — al 5.3 GRADE To +33 sa_ _•�. .� DRAIN... SITE 3 ... PROTECTION • SEE DETAIL 2 f-1 L CLASS II RIPRAP OUTLET DATA - 0402 Q10 = 0.3 CFS V1O = 3.0 FPS INV. EL. = -0.35' WETLAND IMPACTS SURFACE WATER IMPACTS FILL IN TEMP. PERM. EXCAVATE SURFACE TEMP. SURF. WETLANDS HAND CLEARING HAND CLEARING WETLANDS WATER IMPACT WATER IMPACT SITE I -- -- -- -- 49 SF SITE 2 -- -- -- -- -- 13 SF SITE 3 139 SF 102 SF 73 SF 97 SF 191 SF SITE 4 30 SF -- -- 223 SF 602 SF -- ENNETH PIERCE & PEGGY PIERCE FNVIRnNMFNTAI COMMITMENTS DB 48 PG 280 \ CONSTRUCTION MUST STAY WITHIN CURRENT RIGHT-OF-WAY AND DITCH LINES AND NOT IMPACT THE LAND TO n -) I r r BRIDGE T rIT rn Inr nr MIIAn SOUTHWEST I Or THE BRIDGt 1 0 EI I HER SIDE Vr SRII`10. FALLOW NO VEHICLE OR EQUIPMENT PARKING ALLOWED ANYWHERE ON GRASS SOUTHWEST OF THE BRIDGE. TREE CLEARING TO BE KEPT TO A MINIMUM. GUARDRAIL TO REMAIN WITHIN CURRENT RIGHT-OF-WAY AND NOT BE PLACED PAST CHURCH DRIVEWAY. DENOTES FILL IN WETLAND `ARNTEMPORARY HANDpITND 30' 15' O' 30' 60' T POIRGRY M A T ®DENOTES PERMANENT HANG CLEARING IN WETLAND PERMANENT IMPACT ® �,ENO,TfS ANpCAVATION METHOD II MODIFIED CLEARING ERM N NT IMPACT ® DENOT WATER PERMIT 1N PERMIT DRAWING ® IMPTEMPORARY SHEET OF ACTS IN SURFACE WATER i s WETLAND AND SURFACE WATER IMPACTS PERMIT SB v SHOULDER BERM GUTTER S BG -L- STA. 12 + 50 TO STA. 12 + 62 RT TP: TOE PROTECTION TP -L- STA. 13 + 75 TO STA. 14 + 00 RT OUTLET DATA - 0401 Q10 = 7.8 CFS V10 = 4.4 FPS INV. EL. = 0.00' Q� O / \SHILOH BAPTIST CHURCH DB 58 PG 106 / �\ CHURCH AND CEMETERY NRHP ELI.PKLE. IN PAV M UT- T4'� S T') /y 55' LENGT ;'1 21" PCC ; 90-� 2 7'-10'�AR CENTER —kZE CLASS II RIP\Ri �p2 / '-Z S o / XX i SP IAL LAT i FT-£,_Fl_, SEE 01ft4IL 5 12 + 9 43 �1 9vj�Tjv5`4 = 3.06, s� � � Z \ tSITE + 501 SITE l' SHILOH;'BAPTIST CH CFt� D8 58 I?G \10'6 BRIDGE #140041 \ , �, .;,� , , , 2 SPAN; 31' LENGTH; Ar LAU , V [�� — DEW 19.1' CLEAR WID�H,;j�T{� &Oyf� tt � II WOOD 'DOCK 2 I PHILIP C. WWHALEN & PEGGY J.WHALEN nn DB IT5 PG 459 TURBIDITY I '\I.''TAINS TO BE \ a UTILIZED d ING REMOVAL OF \ EXISTING H 1ADWALLS SPECIAL LATERAL V-QITCH +3'3 ;! ) SEE DETAIL 3 FALLOW SITE 4 11ICT REEREFE'RE�NCE NO. SHEET NO. RAY SHEET NO. DWAY DESIGN ENGINEER HYDRAULICS ENGINEER RY PLANS CoNITurcyloN )IRELIMINA W NOT USB Pop vp O ;VOCABLE 5T PG '451 GRADE TO �� 2?�►�\ + 33 DRAIN WOooSTIB \ SITE 3 RIPRAP TOE LOWEST WIRE C/L �\ PROTECTION (POWER), ELU'=27.9 SEE DETAIL 12 4 \ ENNETH PIERCE & CLASS II PEGGY PIERCE FNVIRONMFNTAI COMMITMENTS DB 48 PG 280 RIPRAP CONSTRUCTION MUST STAY WITHIN CURRENT RIGHT-OF-WAY AND DITCH LINES AND NOT IMPACT THE LAND TO SOUTHWES I OF THE BRIDGE TO EITHER SIDE OF SR1148. FALLOW OUTLET DATA - 0402 NO VEHICLE OR EQUIPMENT PARKING ALLOWED ANYWHERE Q10 = 0.3 CFS ON GRASS SOUTHWEST OF THE BRIDGE. V10 = 3.0 FPS INV. EL. = -0.35' TREE CLEARING TO BE KEPT TO A MINIMUM. WETLAND IMPACTS SURFACE WATER IMPACTS FILL IN WETLANDS TEMP. HAND CLEARING PERM. HAND CLEARING EXCAVATE WETLANDS SURFACE WATER IMPACT TEMP. SURF. WATER IMPACT SITE 1 -- -- -- -- 49 SF SITE 2 -- -- -- -- -- 13 SF SITE 3 139 SF 102 SF 73 SF 97 SF 191 SF SITE 4 30 SF -- -- 223 SF 602 SF -- 121 RCP —L—/J I H. 1 V- .VV (TI TO �TT) l L= GUARDRAIL TO REMAIN WITHIN CURRENT RIGHT-OF-WAY AND NOT BE PLACED PAST CHURCH DRIVEWAY. DENOTES FILL IN WETLAND DENOTES TEMPORARY HANG TEMPORARY A�TND 30' IS' 0' 30' 60' IM PERMANENT HAND ®DENOTES CLEARING IN WETLAND PERMANENT IMPACT NNDCAVATION �NaffS METHOD II MODIFIED CLEARING ® ERM NENT IMPACT ® IN SURFACE PERMIT DRAWING WATER SHEET OF ® TEMPORARY ACTS IN SURFACE WATER IMP PINC = I1+99.00 PINC = 12+50.00 PINC = 13+34.00 EL = 3.01' EL = 3J9' EL = 2.93' Pl = 13+67.00 EL = 2.39' VC = 65' K=29 PINC = 14+05.00 EL = 2.6P BEGIN BRIDGE STA. 11+63.93 CENTER BRIDGE STA. 12+91.43 -L- ELEV. = 3.14' 55' LENGTH; 1 SPANS (1@55') 21" PCCS; 90' SKEW; PROP GRADE (i CL GRADE ELEV. = 3.06' 10 HIGH --POINT- -r-- s0:0o- STREA7�NAT�GIt ELEV. 3.19' — - - NWSE-=- Col 100 W E -' - - - - -- -------- -QT --J/ � �J05L799' Z� - �__ EG1LL_ G SIA_l + 9 PROP:- -@W-Cl@RD - -- - - _ 1.5 CUA�NSTREAAA AI AT. RESTORE FLOODPLAIN A MIN. OU-NDART. EILT-1 END GRADE STA.14+05 _ - - - ELEV = - -1 EXrSTrg ENT- -KEY IN TO BE R OVED _ S1L,ASS 1I e_ _ OLMIN BELO-W-CA_- ENST G RESTORED FLOODPLAIN AREA E-REMOVED = A15 SF ------ Bar cE�r��a�_ABUIMEL -2 SHAN W0r E - - - _- S TB€ aVs -20 PtL Nr11t1P,i�lk - 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 P11 R®FILE NCD®T STRUCTURE HYDRAULIC DATA DIVISION OF HIGHWAYS DESIGN DISCHARGE = 180 CFS CAMDEN COUNTY DESIGN FREQUENCY = IO YRS PROJECT:I7BP.1.R.26 (SF-140041) DESIGN WS ELEVATION = 2J FT BASE DISCHARGE = 400 CFS REPLACEMENT OF BRIDGE BASE FREQUENCY = I00 YRS NO.140041 ON SR1148 BASE WS ELEVATION = 4.55 FT OT DISCHARGE = 235 CFS OVER PORTOHONK CREEK OT FREOUENCY = <25 YRS OT WS ELEVATION =` 2.8 FT -ROADWAY LOW POINT SHEET OF 09 / 24 / 12 pul �J �- W1 r o •i DRAINAGE DITCH DETAILS DETAIL 1 SPECIAL CUT DITCH ( Not to Scale) ?'7 Natural D 3'1 Ground Min. D= 1.0 Ft. FROM STA. 12 + 03 —L— RT TO STA. 12 + 50 —L-- RT DETAIL 2 TOE PROTECTION ( Not to Scale) �\001 b oc d Min. d = 1.2 Ft. Min, b= 5.5 Ft. Type of Liner= Class 11 Rip -Rap FROM STA. 13 + 75 —L— LT TO STA. 14 + 00 —L— LT DETAIL 3 SPECIAL CUT DITCH ( Not to Scale) Natural Ground D Min. D= 1.2 Ft. FROM STA. 13 + 33 —L— LT TO STA. 13 + 89 —L— LT