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HomeMy WebLinkAbout20110689 Ver 1_Application_20111125.. scvty a~u ..I` S STATE of NORTH CAROLINA ~'~c,~Jnr~~, L ~ %v ~~~ 1 /(~( 2 2 ~o„ JJ,f ~[qyD OS PRA~yq~ 6 ~:J ~'t'H DEPARTMENT OF TRANSPORTATION Beverly Eaves Purdue Gene Conti GOVERNOR SECRE"iARY July 18, 2011 U.S. Army Corps of Engineers Regulatory Field Office Post Office Box 1000 Washington, N.C.27889-1000 Attention: Bill Biddlecome 110689 Subject: Request for a N W 3 Permit and DWQ 401 for the replacement of Low Impact Bridge # 20 over Stony Creek on SR 1235 (Center Grove Rd) in Bertie County. W BS # 45347.1.2 The North Carolina Department of Transportation is requesting [he issuance of a N W 3 permit and corresponding DWQ certification for [he replacement of Low Impact Bridge # 20 in Bertie County. The bridge is located on SR 1235 approximately 1.65 miles west of [he intersection of US 13. The bridge spans Stony Creek, which is a tributary [o Ahoskie Creek. Ahoskie Creek is classified by D WQ as class "C, NSW" waters. Bridge # 20 is currently a wooden structure with a timber deck that is 76 ft. long by 26 ft. wide. This structure will be removed using NCDOT's guidelines for bridge removal. The proposed bridge will be replaced on its existing alignment. The new bridge structure will be 92' in length by 33' wide and built with precast cored slab concrete deck, concrete piles and concrete end bents. Jurisdictional wetland and surface water impacts have been minimized, resulting in 0.007 acres of permanent wetland impact and 0.016 acres of temporary wetland impact, due to hand clearing for erosion control installation and maintenance. An off-site detour will be utilized during construction. 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. If you have questions please call me at (252) 482-7977. Sincerely, Cc: Garcy Ward, DWQ Sonia Carrillo, DWQ ~i Jerry Jennings Division One Engineer / ~, ~,~e~~ Clay Willis !/"" Division One Enviro ental Officer 1 TIP NO BD-5101A 2 WBS Element No.. 45347.1.2 3 Count Bertie 4 Brid a Number. 20 5 Description Bridge is 76 feet long by 26.2 feet wide and has timber joists with a timber deck and asphalt wearing surface, timber piles, caps, and vertical abutments. Posted 41-ton weight limit for sin le vehicles and trucks. 6 Basin Chowan Basin 8 di it HUC 03010203 7 Classification Class "C, NSW" 8 Stream _ SIN _ 25-14-1-6 Stony Creek 9 ____ Type InlandNVarm 10 Size Approximately 65 wide x 9' deep 11 Type Timber joists with a timber deck and asphalt wearing surface, timber piles, caps, and vertical abutments 12 Existing Structure Size 76 feet long by 26.2 feet wide (spans are 1 @15.5', 3@15', 1 @15.5') 13 Suff. Rating Bridge has a suffciency rating of 33.9 out of 100; Structurally Deficient 14 Proposed Type _ Coreslabbridge ___ 15 Structure ____-____ _ Size width out-to-out) ___-____-_ -____-_ 92'6" long X 33' wide 16 St USACE Impacts ~F) 38.0 -- 17 ream _ - NCDWQ Im acts LF ------------------------------._.._..---------- 38.0 18 USACE Impacts (ACS 0.007 19 Wetlands Non 404 Impacts A~ N/A 20 CAMA Im acts SF None 21 NC DWQ Buffers Impacts (SF) Project is not within a Buffer Basin; therefore. Buffer rules do not a I 22 Buffer A lication Re uired >40 ft YIN N/A 23 State Stormwater Permit Re uired Y/N No 24 Habitat (y/n) _ No suitable habitat present. _ 25 T&E S ecies Present N/A 26 Bio Conclusion _ No Effect 27 T e Anadromous Fish Spawning Moratorium 28 Moratorium Dates February 15 through June 30 29 Native/Hatchery N/A 30 Species Present Trout _ N/A 31 Trout Waters _ __ Trout Conditions Y/N -____-_-_-______-____- _______.._.._._.._.--__. N/A 32 WRC Reviewer _ N/A 33 CAMA AECs Public Trust Waters present; CAMA permit required 34 Essential Fish Habitat Y/N No 35 Nav. Openin 26'11" wide x 4'5" high 36 USCG Permit None 37 Historic Pro ernes No Further Survey Required 38 Archaeolo ical Resources No Further Survey Required 39 Tribal Lands None 40 4 Resources None 41 6 LWCF Resources None 42 Wild and Scenic River None 43 Federal Lands None 44 TVA Area None 1 TIP NO BD-5101A 2 WBS Element No. 45347.1.2 3 Count Berne 4 Brid a Number 20 45 FEMA Bu out None 46 FEMA Flood Study Limited 47 USTs Haz Mats None Observed 48 Relocatees None 49 L LAT 36° 13' 35.9" 50 ocation ------------------------ LONG ------ .- ................------ -------------------------. ---------- 76° 58' 5.5" 51 Project Comments Above ground utilities are located within proposed ROW. 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Bertie County .fPrortoYi fo7Rl'f - t ' .~ \ti/,r rnla i•••~ ..... 4d -. _ ~ ~ ~,~I _ .~~ I rb lard -.~ LI rim. , . ^~.:ft ~ ce, ~ rr.~ co i _ I o ~». ~. ~ I ~ ~ i ~ ~ ._!. ;, - 1- - r ,~. •~ -,i ~ 1 ''~ .i r I 1 ~ _r ~! ~ ,fir i ~ '1 Bridge # 20 ~ ~ '°y .~ ~ ,,,~;, Lat. 36.2268 ;,~ ~ I . l.,1 ' j ~ '" "1 ~~ - = Long. - 76.9683 , , r '; ~. ~ . + _ ~,-.. i I ::~ :~' -- ~ ~ ~` ° .f ~ fr ~ ;!~j' t Puulellxville+- ,i 1 ~ .;;7.1 it ~. ^pV.. ~. .^ I, f ~ uM ,.f kf- ` _ i' ~ r I- L. I ,.' r, \.\1'~l ~ T' ~ 1 ~~~ ~- `I Q,~fi ; i .~ y I . ``..e - - Ki~~,, ~- i ~~: -~ - 1 _ t ~ - ~ ' ttt 7 i ~ -. ~ a .1 ~ ~ ~ ~: Il 11'r p..~P~• _ . ~- r _, ~ ~ ~ r~ ,- N I 0 0.5 1 2 Miles