20190396 Ver 1_SF030234_HYD_SMPv2.07_20180329(Oct 2016)_20190401

1 II�;hW�ly North Carolina Department of Transportation /���—�
Stori7iwater I?�)
,,,,.,,,,,, Highway Stormwater Program
STORMWATER MANAGEMENT PLAN �°"'����%
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 17BP.10.R.128 TIP No.: SF-030234 County(ies): Anson Page 1 of 2
General Project Information
WBS Element: 17BP.10.R.128 TIP Number: SF-030234 Project Type: Bridge Replacement Date: 3/29/2018
NCDOT Contact: Marc Shown Contractor / Desi ner: STV En ineers Inc. / Shirshant Sharma
Address: 1020 Birch Ridge Drive Address: g00 West Trade Street, Ste. 715
Raleight, NC 27610 Charlotte, NC 28202
Phone: [phone] Phone: [phone]
Email: mshown ncdot. ov Email: Shirshant.Sharma stvinc.com
Cit ITown: Ansonville Count ies : Anson
River Basin s: Yadkin-Pee Dee CAMA Count ? No
Wetlands within Project Limits? No
Pro'ect Description
Pro'ect Len th lin. miles or feet : 0.09 Surrounding Land Use: Rural, wooded, agricultural
Proposed Pro'ect Existin Site
Pro'ect Built-Upon Area ac. 0.2 ac. 0.2 ac.
Typical Cross Section Description: Roadway: Two 10' lanes, grass shoulders Bridge: Two 10' lanes, no shoulders
Approach: Two 7.5' lanes, grass shoulders
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 240 Year: 2025 Existin : 120 Year: 2012
General Project Narrative: The existing single span 16'-4" bridge over Cabbage Branch on SR 1637 (Jack's Branch Rd) is being replaced with 2- 12' x 5' reinforced concrete box culverts, with one culvert
(Description of Minimization of Water being buried 1' (sill) and the other 2' (sill) for low flow and high flow, respectively. The culvert bottom will be filled with native streambed material. The proposed roadway will be
Quality Impacts) normal crowned at 2.0% with 10' travel lanes and 12' grass shoulders. The existing bridge structure will be removed. Overall drainage patterns will be maintained. There are
roadside ditches that flow towards the culvert on either side of the structure; however with the exception of the end culvert right side ditch, the proposed design will not encroach
on the existing ditches. The undisturbed existing ditches will be maintained. A proposed ditch was designed to channel flow around the culvert and down to the stream on the
end culvert right side. Pump around operation will be used to dewater work area.
Waterbody Information
Surface Water Body (1): Cabbage Branch NCDWR Stream Index No.: 13-20-14
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)