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Home My WebLink About20140563 Ver 1_Application_20140605J 00, q '� ay.,,,�• �B�s�CH STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PATRICK L. MCCRORY ANTHONY J. TATA GOVERNOR SECRETARY May 29, 2014 U.S. Army Corps of Engineers Regulatory Field Office Post Office Box 1000 2 Q 1 4 p 5 6 3 Washington, N.C. 27889 -1000 Attention: Tracey Wheeler Subject: Request for a NW 3 Permit and DWQ 401 Authorization for the replacement of Low Impact Bridge # 15 over Unnamed Canal on US 264, Dare County. WBS # 17BP.1.R.50 The North Carolina Department of Transportation is requesting the issuance of a NW 3 permit and corresponding DWQ 401 certification for the replacement of Low Impact Bridge # 15 over an unnamed canal on US 264 in Dare County. The bridge is located on US 264 approximately 100 yards south of Bay View Road in Stumpy Point. The bridge spans a manmade Unnamed Canal, which is within the Pasquotank Basin.-The Canal carry's the same classification as the receiving water, which is classified by DWQ as class "SA, HQW" waters. Bridge # 15 is currently a four -span wood structure with a concrete deck supported by three interior bents with steel joist on timber piles. The existing structure is 35 ft. long by 26 ft. wide. This structure will be entirely removed using NCDOT's BMP's and guidelines for bridge removal. The proposed 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 cast in place concrete deck and bents, supported by prestressed concrete piles and girders. Jurisdictional wetland and surface water impacts have been avoided and minimized. The resulting impacts are 0.028 acres of 404 wetlands and 0.004 acres of coastal wetland impact fill, associated with the road shoulder widening for the new bridge approaches. There will be 53 sq. feet of temporary wetland impacts associated with utility relocations. There will be no deck drains discharging directly from the bridge deck into surface waters. Storm water has been routed to outlets located outside the canal on the south end of the project. The impact areas are located and detailed on the permit drawings. 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 are the location map, permit drawings, and Low Impact Data Sheet. If you have questions please call me at (252) 482 -1876. The permit fee can be charged to WBS # 1713P.1.R.50 Sincerely, Cc: Garcy Ward, DWQ Sonia Carrillo, DWQ Jerry Jennings Division One Engineer clay Willis G ✓�/� A Division One E ironmental Officer Low /Minimal Impact Bridge Project Data Sheet PF= TIP NO WBS 17BP.1.R.13 County Dare Bridge Number Bridge # 15 Description Bridge is 35 ft. long X 26 ft. wide, the substructure consist of 3 interior wood bents and two end bents all supported by wood piles with wood cap, the deck is supported by timber joist and the deck is concrete with concrete rails. Project proposes to replace the bridge on existing alignment. Stream Basin Pasquotank Basin 8 digit hucode 03010205 Classification Unnamed Tributary (CANAL) drains to Stumpy Point Bay Classified as "SA -HQW" SIN DWQ index # 30 -22 -8 Unnamed Tributary (drainage canal) to Stumpy Point Bay Type Warm / Inland Size Within the project area the stream varies in width from 20 -30 feet and depth 2 -5 feet. Existing Structure Type Wooden piles and concrete caps with timberjoist, which support a concrete deck anti concrete rail Size 35 feet long by 26 feet in width (spans are 4 @8'6 ") Suff. Rating Bridge has a sufficiency rating of 70 out of 100 1 It is currently not posted Proposed Structure Type single span cored slab concrete bridge with vertical abutments Size 70 feet long X 33 feet wide 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 Requirth Permit Required (YIN) No T&E Habitat (yin) No habitat present for Shortnose Sturgeon(E), Red - Cockaded Woodpecker(E), Piping Plover (-f), Roseate Tern (T), Sea Beach Amaranth, Red Wolf (E), ,Green / Hawksbill /Keinp's /Leatherbar_k /Loggerhead Sea Turtles, Bald Eagle (BGPA) Habitat is present for the West Indian Manatee (E) Species Present Habitat is present for West Indian Manatee (E) Bio Conclusion May Effect, not likely to adversfy effect (guidelines for Manatee to be followed) Moratorium Type No Moratorium Dates None Trout Waters Native /Hatchery not applicable Trout Species Present not applicable Trout Conditions (YIN) not applicable WRC Reviewer net applicable CAMA AECs Public Trust Waters and CAMA wetlands Essentiaf Fish Habitat (yin) _ No Nay. Opening approximately 15 -20 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 Forest Service Lands None --None TVA Area FEMA Buyout No FEMA Flood Study limited USTs Haz Mats Relocatees None Location LAT 35.705936 LONG - 75.768886 Project Comments Completed bY:I - -- -- — --- - - -- - -- - -- -- -- -- - 1-ead Engineer / [Division Environmental Officer PF= N Bridge # 15 on US 264 Dare County Quadname Englehard NE C R 0 A T A X Bridge # 15 Lat—I 35.70595 Long. - 75.76890 wm. -IV MAY too X S T U POINT BAY P A M L I C 0 SOUND 0.5 1 2 Miles I r� W Q CrQ v rD Lrl 0 0 c � C N 0) A $SSSSS I IMtS"$$ $ SSSSS SSSSSSSSSOGNSSSSSSSSSSSSSSSS zZm • II o 'D mo 1I � mOxm I n T I r -_� I I I ;o 0 21 I z r runm I Nmr,� Tp I - r, ;D M I Cvm v O Z mmoo x nZ Z ZO I I -D° -I }� IJ ! n n 0 D O m O � (1) t K) °o � rnN �N DN mm I N<n Z = ZT I mm� D� GAD o-+? mD Z � ° z o� /J I g I II D� �rCi y a _0 -0 (A 0 N I i M: m n = > O I I N ONO O I I -+ taco arm M CC) l\ I m z n� I I mrO Moon O m -0Om n C er r r- 0 I 4A r n 9 iTul� I T� n • m� I z 0 m;o co N m I I n Z �O O D -0 O (Am I I m M r^ Z I n N 0 C CO nz , I I mz r 0 I N O 60 0 --- m ' S n 0 N r om I co, 30,011.2 0. � N m m rn n • C7 f7° I I O V—zi mQ' I mom L rn �C') nr x0 C I I Zrw- O°�' LA m_ m z I I NZ °o N CD zo I mMmm {� N New m Z -n 0 o LA a0 n (!1 n0 m Z c"O I I I I Ocn =c�Q ?° I 'r NPN C °O m I vrn MmN p �co '° I F) Nz n m Z p n r z o rn K °� m z K "f c /-� �Mxm. mmxm• D U' Om Z OOZ�N -n i rn r* n I m -� m�0mZ I /� N > x Z C: �:u m u R� f*1� k0� n 3 N <N�O m nN WComm D 70 N 00 D I o m� Om c�ll0�j4g s Z 96 I N --I � I n z 0 N < I I I I r7'1 o rn > I �I z b z F F O r iw Ln I it ��► m LA I Z I o =i Un LA I �I Ir N r I II I $ >> D o i / Z A Z> m V y ILA I I mo0� I I I pZZA n Z Z N ' O z Ln f9 � 0 O C) / zo# N 3NI�HOiVn =€ V m o Z � o v a a T A T F v c c c fi al HN yN m m $$$$$$SYSTIME$$$$$ MATCHLINE m i o / I L o�N m O I L N m m m co w� II / TO STUMPY PO /NT 1 m T FO 1 / � 1 W --A 11 ;o go. -{r m 0� n ` rC) sC = M o -px 11 1 1 22 C)0m w 4 I" 0 1 mm 1 � 11 O O 1 � m 1 rn� v� \� �1m z ° \ row II \ \\ DN Z2--4 l 1 rri x \ O D D C13 C) x rn \ O \ m m O N �D DD -a o N J \� + D \\ m -+ rnT7 \ N 00 \\ > m m > 0 r \ \� \ D m \ \\ l ) N H N \ Y m D r o \ I-Tl 0 T v \\ �Z \ i o TZ Z Z —0 \ \ 00 o C), m Dp �p �O Zm o m \ \ z m J c3 mm >m -mim N r N m D m Z) c `� z= z m r 7 A Z C A Z o Z z mD p o cn o >= cn ° Wm AnOD z H v, o •� 1. 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