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Home My WebLink About20140847 Ver 1_Application_20140808SWE FRg�q� fah. STATE or NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PATRICK L. MCCRORY ANTHONY J. TATA GOVERNOR SECRETARY August 4, 2014 U.S. Army Corps of Engineers Regulatory Field Office Post Office Box 1000 Washington, N.C. 27889 -1000 2 0 1 40 8. 4 7 Attention: Tracey Wheeler Subject: Request for a NW 3, NW 12 Permit and DWQ 401 Authorization for the replacement of Low Impact Bridge # 16 over Unnamed Canal on US 264, Dare County. WBS # 17BP.I.R.50 The North Carolina Department of Transportation is requesting the issuance of a NW 3 and NW 12 pen-nit, along with the corresponding DWQ 401 certifications for the replacement of Low Impact Bridge # 16 over an unnamed canal on US 264 in Dare County. The bridge is located on US 264 approximately 8.3 south of the intersection with US 64. The bridge spans a manmade Canal, which is within the Pasquotank Basin, draining to the Pamlico Sound 1.5 miles to the east. The Canal carry's the same classification as the receiving water, which is classified by DWQ as class "SA, HQW" waters. There is a flood control structure located downstream, which is managed by the USFWS. Bridge # 16 is currently a three -span wood structure with a concrete deck supported by three interior bents with concrete caps on timber piles. The existing structure is 53 ft. long by 26 ft. wide. This structure will be entirely removed using NCDOT's BMP's and guidelines for bridge removal. The uroposed bridge will be replaced along its existing alignment. The new bridge will be a single span structure totaling, 70' in length by 33' wide. It will be comprised of a precast concrete deck and bents. Jurisdictional wetland and surface water impacts have been avoided and minimized. The resulting permanent impacts are 0.055 acres of 404 wetlands, resulting from minor roadway widening. There will be 0.033 acres of temporary hand clearing 404 wetland impacts associated with road shoulder work. There will be 0.001 acres of coastal wetland impact, associated with road shoulder widening and 0.026 acres of temporary coastal wetland hand clearing. All the temporary hand cleared areas will be allowed to revert back to the current vegetated state. The wetland impact areas are located and detailed on the permit drawings. "There will be no deck drains located on the bridge. Storm water has been routed to outlet located outside the canal on the south end of the project. Traffic will be maintained on -site by the use of stage construction and temporary lane closures. This bridge is following the Low Impact Bridge Process established by FHWA, NCDOT and Regulatory Agencies. Included with this letter 4rc the location map, permit drawings, and Low Impact Data Sheet. If you have questions please call me at (252) 482 -1876. The pen-nit fee can be charged to WBS # 17BP.1.R.50 Sincerely, Jerry Jennings Division One Engineer Clay Willis'^"' Division One En onmental Officer Cc: Garcy Ward, DWQ Sonia Carrillo, DWQ Bridge # 16 on US 264 Dare County Quadname East Lake SE b :T - - - Bridge # 16 C E 0 A T A N '- _ -_- Long. - 75.76912 I I I 0 0.5 1 2 Miles C E 0 A T A N '- 0 0.5 1 2 Miles • * H =r lk woo— %Wpwft� as a � • ti. I ' r r • R s � s �i • w a •• ' -•�� ." b - nn , 0 0 0 • ' 0 0. 0 TUF•lp If JR ., _ _ 0 0 0 _M .LJR L.. M .—I Imp—1 Bndg� Project Data Shah r 11R 14V TIP NO WBS - 17SP.1.R.50 County Dare — — - - _ -- Bridge N 16 Bridge Number Description Bridge is 53 ft. long X 26 ft. wide, the substructure consist of 2 interior wood bents and two end bents all supported by wood piles with concrete cap, the deck is supported by timber joist and the deck is concrete with concrete rails. It currently is posted at 23 tons for vehicles and 38 tons for trucks. Project proposes to replace the bridge on existing alignment Stream Basin Pasquotank Basin 8 digit hucode 03010205 Classification Unnamed Tributary (CANAL) drains to Pamlico Sound Classified as "SA -HQW' SIN WQ Index 0 30 -22 Unnamed Tributary (drainage canal) to Pamlico Soun Type Warm I Inland Size Within the project area the stream varies in width from 35-45 feet and depth 3-6 feet. Existing Structure Type Wooden piles and concrete caps with timber joist, which support a concrete deck and concrete rail Size 53 feet long by 26 feet in width (spans are 1117, 1 @18, 1 @17) Suff. Rating Bridge has a sufficiency rating of 59 out of 100 / It is currently posted at 23 tons vehicle and 38 tons trucks _ Proposed Structure Type single span concrete cored slab Size — 70 ft. X 33 ft. Stream USACE Impacts (LF) COE Jurisdictional Waters Present, do to bridging there should be no stream Impacts Non 404 Impacts (LF) __ not applicable Wetlands USACE Impacts (AC) _ wetland impacts will be within the threshold for NW3 Permits from the COE Non 404 Impacts (AC) not applicable CAMA Impacts (AC) There are CAMA jurisdictional wetlands within the project area NC DWQ 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 DWQ StormWater Permit Requirei Permit Required (YIN) No T&E Habitat (yin) No habitat present for Shortnose Sturgeon(E), Red - Cockaded Woodpecker(E), Piping Plover (T), Roseate Tern (T), West Indian manatee (E), Sea Beach Amaranth, Red Wolf (E), Green/ Hawksbill /Kemp's /Leatherback/Loggerhead Sea Turtles, Bald Eagle (BGPA) _ Species Present No Habitat Present No effect Bio Conclusion Moratorium Type No Moratorium -- Dates -- No Moratorium Trout Waters Native /Hatchery r.ot applicable Trout Species Present not applicable Trout Conditions (YIN) - -- - - - - - -- not applicable WRC Reviewer not applicable CAMA AECs Public Trust Waters and CAMA wetlands Essential Fish Habitat (yin) No Nay. Opening approximately 15 feet in width and 2 -3 feet from water surface to bridge structure USCG Permit None Historic Properties No further survey required Archaeological Resources No further survey required Tribal Lands None 4(f) Resources Alligator River National Wildlife Refuge is abuting on either side of US 264 6(f) [LWCF] Resources None Wild and Scenic River None None Forest Service Lands TVA Area None FEMA Buyout No FEMA Flood Study limited USTs Haz Mats Relocatees None Location LAT 35.7692 LONG — - - 75.7692 Project Comments Approximately 1 mile downstream of the bridge a flashboard riser water control structure is located within the canal. This structure limits any fish passage beyond this point. _ Completed by. 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