HomeMy WebLinkAbout20191067 Ver 1_Stormwater Management Plan_20190812pjjghNvaN} North Carolina Department of Transportation
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STORMWATER MANAGEMENT PLAN
(Version 2.06; Releeec4 June 2016) FOR NCDOT PROJECTS
WBS Element: 46451.1.1 TIP No.: U-5906 Coun ies : Mecklenburg Page 1 of 1
General Project Information
WBS Element
46451A.1 ITIP Number; U-5906
ProjectType:Roadway Widening Date: 7/18/2019
NCDOT Contact:
Randy Bowers
Contractor Designer:
Richard L. Bollinger, PE
Address:
716 West Main Street
Albemarle, NC 28001
Addrinew
8521 Six Forks Road
Suite 400
Raleigh. NC 27615
Phone:
04 9834400
Phone:
919 9264105
Email:
rwbowers ncdot. ov
Email:
richard.bullin a rsandh.com
City/Town:
Cornelius
Cou lea:
Mecklenburg
River Basins :
Catawba
CAMA Court
No
Wetlands within Project Limits?
No
Pr 'ect Descri 'on
Project Length lin. miles or feet:
0..405 mi SurroundingLantl Use:
Commerical. Residential
Proposed Project
Existing Site
Project Bui" on Area so.
13.5 ac.
8.7 ac.
Typical Cross Section Description:
Along Knox Road, -Y1A- Ste. 10+26.04 to Sta. 39+00.00, right of the centedine, there is
a 0-11' left turn lane, followed by another I V lane, a 0-11' right tum lane, a 0-5' bike
lane, a O-6' berm and a 5' sidewalk. Leh of the centerline, there is a dual 11'
straightiright turn lane, along with a O-5' bike lane and a 5'sidewalk.
Existing road has two, 10' lanes with a 5' bike lane and a 6' shoulder.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 5600 Year: 2040
Existing: 4800 Year: 202D
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
This is an intersection and surrounding area improvement project located at the intersection of Torrence Chapel Road and West Catawba Avenue.
There is one site along the project where temporary and permanent surface water impacts will occur. These impacts will occur at a headwall installation and a proposed ditch
entering a jurisdictional stream. Rip rap will be installed along the ditch line to lower water velocity into the jurisdictional stream.
NCDOT will attempt to avoid and minimize impacts to streams to the greatest extent practicable during project design.
Waterbody Information
Surface Water Body t : Unnamed Tributary to Catawba River INCDWR
Stream Index No.:
11- 75
NCDWR Surface Water Classification for Water Body
Prima Classification:
Water Su IV S-IV
Class B
Su Mmental Classification:
Other Stream Classification:
None
Im airment&:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
N/A
Buffer Rules in Effect: N/A
Project includes Bridge Spanning Water Body?
No
Deck Drains Discha a Over Buffer?
Dissi Star Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(If yes, provide justification in the General Project Narrative)
I
(If yes, describe in the General Project Negative;'d no, justify, in the
General Project Narrative)
If yes, provide justification in the General Project Narrative) I