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HomeMy WebLinkAbout20180613 Ver 1_Stormwater Report_20180503High��3y North Carolina Department of Transportation j��� � Storn'1wc'jtC��. Highway Stormwater Program STORMWATER MANAGEMENT PLAN �—� (Version 1.2; Releasetl September2011) FOR LINEAR ROADWAV PROJECTS Pro ectlTlP No.: 17.BP.1S.R.86 Count (ies): Cherokee Pa e 1 of 1 General Project Information Pro'ect No.: 17.BP.74.R.86 Pro"ect T pe: Brid e Replacement Date: 9/12/2014 NCDOT Contact: Andrew T. Nottin ham, RE Contractor / Desi ner: WSP I Ana M. Passman, P.E. Address: NCDOT Hydraulics Unit Address: 15407 Weston Parkway 1020 Birch Ridge Road Suite 700 Ralei h, NC 27610 Ralei h, NC 27513 Phone: 919-707-6700 Phone: 919-678-0035 Email: anottin ham ncdot, ov Email: ana.passman wsp roup.com Cit /Town: Murph Count (ies): Cherokee River Basin s): Hiwassee CAMA County? No Prima Receivin Water: West Pron Grape Creek NCDWQ Stream Index No.: 1-60-� NCDWQ Surtace Water Classification for Primary Receiving Water Prima : Class C Supplemental: None Other Stream Classification: None 303(d) Impairments: None Buffer Rules in Effect Other Pro ect Descri tion Pro'ect Len th (lin. Miles or feet): 0.06 miles Surroundin Land Use: Rural residentail wfth woods and grass Pro osed Pro ect Euistin Site Pro'ect Built-Upon Area (ac.) 0.16 ac. 0.13 ac. Typical Cross Section Description: 10' Lanes with 3' Grassed Shoulders 8' to 9' Lanes with Grassed Shoulders Average Daily Traffic (veh/hr/day): Desi n/Future: 570 (vehlda ) Existin : 570 (vehlda ) General Project Narrative: The project consists of replacement of Bridge'190226 singie span 16'-6" tember floor on timber joists on SR 1350 (Grape Creek Road) over West Prong Grepe Creek and associated roadway work. The proposed structure with be a 19' x 6'-1" Aluminum Box Culvert with sills and baffles at existing location. The project will increase impervious area by 0.03 ac. The increased flow from impervious surfaces will be directed through grassed shoulders and channeis. This provides sufficient fltration in accordance with the NCDOT Aitemative Design Criteria. References