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HomeMy WebLinkAbout20160609 Ver 1_Stormwater Plans_20160621l li�;iltiti Elw' North Carolina Department of Transportation S�c�t 71]tv�Y�"c ,,, ., Highway Stormwater Program �' STORMWATER MANAGEMENT PLAN '�`��:=:_�•""{ (Version 1.2; Released July 2012) FOR LINEAR ROADWAY PROJECTS Project/TIP No.: 17BP.1.R.68 County(ies): Camden Page 1 of 1 General Project Information Project No.: 17BP.1.R.68 Project Type: Bridge Replacement Date: 3/27/2014 NCDOT Contact: Clay Willis Contractor / Designer: Wetherill Engineering, Inc./ Dustin D. Creech, PE Address: NC Department of Transportation Highway Division 1 Address: �/�/etherill Engineering, Inc. 113 Airport Dr. Suite 100 559 Jones Franklin Road, Suite 164 Edenton, NC 27932 Raleigh, NC 27606 Phone: 252 482-1876 Phone: (919) 851-8077 Email: tcwillis ncdot. ov Email: dcreech@wetherillen .com City/Town: Camden, NC County(ies : Camden River Basin(s): Pasquotank CAMA County? Yes Primary Receiving Water: Sawyers Creek NCDWQ Stream Index No.: 30-3-6 NCDWQ Surface Water Classification for Primary Receiving Water Primary: Class C Supplemental: Swamp Waters (Sw) Other Stream Classification: None 303(d) Impairments: None Buffer Rules in Effect N/A Project Description Project Length (lin. Miles or feet): 0.096+/- Surrounding Land Use: RURAL, AGRICULTURAL, & SPARSE RESIDENTIAL ALONG ROADWAYS Proposed Project Existing Site Project Built-Upon Area (ac.) 0.27 ac. 0.26 ac. Typical Cross Section Description: (2) 10' lanes with 3' grassed shoulders and up to 6'-11" variable width paved shoulders (2) 10' lanes with grassed shoulders with guardrail. Average Daily Traffic (veh/hr/day): Design/Future: 955 (2034 Existing: 750 2010) General Project Narrative: Replace bridge no. 7 over Sawyers Creek on SR 1200 (Sawyers Creek Rd.). The replacement structure will consist of 1@ 70' 24" Cored Slab. Vertical sheet piling will be used at each end bent to limit impacts to surface waters. Deck drainage will be conveyed on the shoulder of the proposed bridge to a TB 2G1 that will outlet on to a standard rip rap pad in an existing wetland. Outlet velocities from the system will be non-erosive. No deck drainage will be allowed to discharge directly in to Sawyers Creek. References