20170595 Ver 1_SMP_v1-2-690029_10_20_2014_20170515

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,, Highway Stormwater Program '-�'�
STORMWATER MANAGEMENT PLAN _-
(Version 1.2; Released July 2012) FOR LINEAR ROADWAY PROJECTS
Project/TIP No.: 17BP.1.R.65 Count ies : Pas uotank Pa e 1 of 1
General Project Information
Project No.: 17BP.1.R.65 Pro'ect Type: Brid e Replacement Date: 10/20/2014
NCDOT Contact: Clay Willis Contractor / Designer: Wetherill Engineerin , INC / Harminder Sin h
Address: NC Department of Transportation Highway Division 1 Address: Wetherill Engineering, INC
113 Airport Dr. Suite 100 559 Jones Franklin Road, Suite 164
Edenton, NC 27932 Ralei h, NC 27606
Phone: [phone] Phone: [phone]
Email: tcwillis ncdot. ov Email: hsin h wetherillen .com
City/Town: N/A County(ies : Pasquotank
River Basin s�: Pas uotank CAMA Count ? Yes
Primary Receiving Water: Little River NCDWQ Stream Index No.: 30-5-(1)
NCDWQ Surface Water Classification for Primary Receiving Water Primary: Class C
Supplemental: Swamp Waters Sw)
Other Stream Classification:
303(d) Impairments: None
Buffer Rules in Effect N/A
Project Description
Project Length lin. Miles or feet): 0.12 Surrounding Land Use: Rural (Residential)
Proposed Project Existing Site
Pro'ect Built-Upon Area (ac. 0.49 ac. 0.44 ac.
Typical Cross Section Description: (2) 11' lanes with grassed shoulders and up to 3.765' shoulders with guardrail. 3.765' (2) 10' lanes with grassed shoulders
shoulders are variable width paved.
Average Daily Traffic (veh/hr/day): Design/Future: 780 (2034 Existing: 530 (2008)
General Project Narrative: Replace bridge no. 29 over Little River on SR 1144 (Foreman Bundy Rd.). Use 1@ 50', 1@40' 21" Cored Slab at 75 Degree Skew. Two TB 2G1 are located on both sides of
the bridge and will outlet with 18" CSP with Class B rip rap is used to stabilize the outlet. The two TB 2G1 on both sides of the bridge are connected using 18" RCP. No bridge
deck drains will directly discharge into open water.
References