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HomeMy WebLinkAbout20191549 Ver 1_U-5788_Permit Drawings_20200102_20200102(Version 2.06; Released June 2016)44360.1.1TIP No.:U-5788County(ies):Brunswick Page 1 of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year:2040Existing: Year:Aquatic T&E Species?NoComments:No N/AN/AN/ADeck Drains Discharge Over Water Body?(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)ac.Two 10 foot travel Lanes on Wall Street with grassed shoulder2300kalford@wetherilleng.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Class CNCDWR Surface Water Classification for Water BodyN/ABuffer Rules in Effect:N/ANone1500Two 11 foot travel Lanes on Wall Street with curb and gutterWaterbody Information2019NCDWR Stream Index No.:44360.1.1Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The purpose of the project is a realignment of Wall Street (a non-system street) at US 17 Business (Main Street) and Shallotte Avenue (A non-system street) intersection. The project is located within the municpal boundaries of the Town of Shallotte. All efforts will be made to maintain the existing drainage patterns. No streams were located on/impacted by the project.1223 Jones Franklin RoadNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:Highway Division 3Address:General Project InformationU-5788WBS Element:Roadway RelocationWBS Element:Kevin B. Alford, PE (Wetherill Engineering, Inc.)NCDOT Contact:910-341-2036Raleigh, NC 27606Contractor / Designer:919-851-8077tmherndon@ncdot.govCastle Hayne, NC 28429Address:8/21/2018BrunswickShallotteMason Herndon5501 Barbados Blvd.River Basin(s): City/Town:1.2Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)YesMunicipal Business / ResidentialWoodward Branch (Charles Branch)15-25-2-81.00.150 MilesProject DescriptionProposed ProjectLumberNoneSupplemental Classification: gy(HQW)Swamp Waters (Sw) Wetlands within Project Limits? (Version 2.06; Released June 2016)North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTS44360.1.1TIP No.:U-5788County(ies):Brunswick Page 2 of 2Aquatic T&E Species?NoComments:No N/AN/AWBS Element:Surface Water Body (2): Buffer Rules in Effect:N/AAdditional Waterbody InformationShallotte RiverNCDWR Stream Index No.:15-25-2-(7.5)High Quality Waters (HQW)NRTR Stream ID:Class SCPrimary Classification: NCDWR Surface Water Classification for Water BodySupplemental Classification: N/AOther Stream Classification: NoneImpairments:NoneProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/A(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)Deck Drains Discharge Over Water Body? Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 -Y1- 15+61 to 16+89 RT. Fill Slope 0.037 0.013 TOTALS*: 0.037 0.013 0 0 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 6OF 6 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSBRUNSWICKU-578844360.1.1NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS7/2/2019Permanent Fill in Wetlands = 1632 square feet of impacts and Mechanized Clearing in Wetlands is 574 square feet of impacts.