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HomeMy WebLinkAbout20191758 Ver 1_SMP v2 01_71_20190116_Dec 2014_202002111 lic)jl\vay North Carolina Department of Transportation StOTri'lbvateT Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.01; Released December 2014) FOR NCDOT PROJECTS WBS Element: 38416.1.FD2 TIP No.: B-4577 Count ies : Martin Page 1 of 1 General Project Information WBS Element: 38416.1.FD2 ITIP Number: B-4577 Project Type: Bridge Replacement Date: 1/16/2019 NCDOT Contact: John Abel Contractor / Desi ner: Wetherill Engineering, Inc. / Jim Davis, PE Address: Highway Divison 1 113 Airport Drive, Suite 100 Edenton, NC 27932 Address: 1223 Jones Franklin Rd. Raleigh, NC 27606 Phone: 252482-1861 Phone: 919-851-8077 Email: label(d).ncdot.00v Email: 'davis@wetherillenq.com City/Town: Robersonville Count ies : Martin River Basin(s): Tar -Pamlico CAMA County? No Wetlands within Project Limits? Yes Project Description Project Length (lin. miles or feet): 0.007 mile Surrounding Land Use: Rural; Wooded, Agricultural Proposed Project Existing Site Project Built -Upon Area (ac.) 0.2334 ac. 0.1774 ac. Typical Cross Section Description: 2 lanes; variable 8.75' to 11' width; 6' grass shoulders (9' with guardrail); guardrail at bridge approaches; replacement bridge 30'-10 clear width, 33' out to out; roadway ditch on right side prior to bridge 2 lanes @ 9' width; 3' grass shoulders; roadway ditch on right side prior to bridge Annual Avg Daily Traffic (veh/hr/day): Design/Future: Year: Existing: 1100 Year: 2015 General Project Narrative: (Description of Minimization of Water Quality Impacts) Existing drainage patterns will be maintained. There is an existing roadway ditch on right side that passes through buffer zones. This ditch will have to be replaced through the buffers Streambank stabilization will be placed on banks at outlet of roadway ditch. Fill slopes will be flattened to 3:1 and will slow velocity of pavement runoff and provide some stormwater treatment. There will be no deck drains on the bridge. Modified concrete flumes will intercept water from each end of the bridge and discharge into buffer zone 2. Surface Water Body (1): Flat amp NCDWR Stream Index No.: 28-103-2 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) (NSW Other Stream Classification: None Impairments: None Threatened/Endangered Species? No Comments: NRTR Stream ID: Buffer Rules in Effect: Tar -Pamlico Project Includes Bridge Spanning Water Body? Yes I Deck Drains Discharge Over Buffer? I No Dissi ator Pads Provided in Buffer? I N/A Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative) (If yes, provide justification in the General Project Narrative)