20190918 Ver 1_SMP_20190710

Hjgjl VaV North Carolina Department of Transportation
SiorllTValCf Highway Stormwater Program
- STORMWATER MANAGEMENT PLAN --_
(Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS
1
ProjectlTIP No.: 550223 Coun ies : Macon Page 1 of
General Project Information
Project No.:
550223
Project Type: Bridge Re lacement Date: 3/20/2014
NCDOT Contact:
Josh Dayton
Contractor I Designer: Ronald Ferguson / The Louis Berger Group, Inc.
Address:
Division 14 Bridge Management
Address:
1001 Wade Ave.
345 Toot Hollow Road
Suite 400
Bryson City, NC 28713
Raleigh, NC 27605
Phone:
828 488.0902
Phone:
919 866.4400
Email.
'bde n ncdot. ov
Email:
fifer uson ouisberger.com
CitylTown: Franklin
Coun ies): Macon
River Basin(s): Little Tennessee
CAMA County? No
Primary Receiving Water: ISouth Fork of Skeenah Creek
NCDWQ Stream Index No.: 2-13-2
Primary:
Class C
NCDWQ Surface Water Classification for Primary Receiving Water
Supplemental:
Trout Waters (Tr)
Other Stream Classification:
None
303(d) Impairments:
None
Buffer Rules in Effect
NIA
Project Description
Project Length(fin. Miles or feet):
0.029 Miles Surrounding Land Use: pasture, residential
Proposed Project Existing Site
Project Built -Upon Area (ac.)
Typical Cross Section Description:
0.07 ac.
Proposed section is 2-1 O' lanes with 3' earth shoulders.
0.06 ac.
Existing section is 18' wide paved 2-lane road with 4' grass shoulders
Average Daily Traffic (vehlhrlday):
Design/Future: NIA Existing: 200 2008); 6 % Trucks
General Project Narrative:
The purpose of this project into replace Bridge No. 550223 located on SR 1134 (Stamey Mtn. Road) over South Fork of Skeenah River. The proposed bridge will be a 45'
Cored Slab Bridge and will be constructed on the existing alignment The proposed structure replaces an existing one span at 25'-6" timber floor on I -beams with timber caps,
post and sills on concrete footings. No deck drains will be needed for the proposed structure. The existing roadway consists of a 18' paved roadway with 4' grass shoulders.
The roadway improvements consist of 2-10' lanes with 3' grass shoulders. Trafficwill be redirected along an off -site detour during the construction of the project. A short
portion of an unnamed tributary to South Fork of Skeenah River will need to be relocated adjacent to the proposed roadway fill on the west side of the project. The relocated
channel will have a 2' base. The side slopes will be lined with Class B rip rap and no rip rap is to be placed in the stream bed. Channel depth, channel slope and side slopes
Will match existing features. A V berm will be installed between the embankment and the proposed channel alignment to minimize risk to the embankment Existing drainage
patterns are being maintained and runoff is being discharged as far from stream as practicable.
References