20200207 Ver 1_07a_U-5907 Permit Drawings (2019-12-20)_20200210

Highway North Carolina Department of Transportation
Stormw
„ater r.,,.,, Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 46452.1.1 TIP No.: U-5907 County(ies): Mecklenburg Page 1 of 1
General Project Information
WBS Element:
46452.1.1 ITIP Number: U-5907 Project Type: New Location Date: 12/18/2019
NCDOT Contact:
Donald Griffith
Contractor / Designer:
Kimley-Horn & Associates
Address:
716 W. Main Street
Address:
200 South Tryon St, Suite 200
Charlotte, NC 28202
Albemarle, NC 28001
Phone:
704 983-4400
Phone:
704-319-5683
Email:
[e-mail]
Email:
'ason.lawin kimle-horn.com
City/Town:
Davidson
County(ies):
Mecklenburg
River Basin(s):
Catawba Yadkin -Pee Dee
ICAMA County?
I No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
0.71 Surrounding Land Use: Urban and undeveloped woods
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
4.2 ac.
3.4 ac.
Typical Cross Section Description:
-L1- Ste 10+00 to 27+62 - Sidewalk and planting strip on LT. -1-1- Ste 27+62 to 33+33 - 2 Lane, C & G,
sidewalk and planting strip on LT. -L1- Ste 33+33 to 39+55 - Sidewalk on LT. -L1- Ste 41+81 to 42+44, -L2-
Ste 10+11 to 10+97 - 2 Lane, C & G, sidewalk RT. -L3- Sta 11+54 to 13+31 - 2 Lane, C & G, sidewalk on LT,
grass shoulder on RT. -Y3- Sta. 12+09 to 21+60 - 3 Lane, bike lane, C & G, sidewalk on LT and RT.
Existing Sloan, Potts, and Beaty streets - 2 Lane, C & G, sidewalk LT. Exisitng Griffith Street, 2 Lane, C &
G with 2 gored lanes alternating as turn lanes.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 11100 Year: 2040
Existing: 6,900 Year: 2016
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
• New roundabout at the intersection of Griffith Street and Beaty Street. New extension of Sloan Street to Potts Street and sidewalk replacement along Potts Street.
• Minimized directly connected impervious surfaces where possible.
• Maintaining existing drainage patterns to best extent practical
• Avoiding direct discharges where practical
• Use of headwalls on pipes 36" and above to limit stream impacts
Surface Water Body (1): UT to Catawba River Lake Norman
NCDWR Stream Index No.:
11- 75
NCDWR Surface Water Classification for Water Body
P imary Classification:
Water Supply IV WS-IV
Class B
CA
Supplemental Classification:
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
ISA and SB
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?
I N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

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NCDOT CONTACT:
DONALD C. GRIFFITH
NCDOT — DIVISION 10
716 W. MAIN STREET
ALBEMARLE, NC 28001
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
z MECKLENBURG COUNTY
WETLAND AND SURFACE WATER IMPACTS PERMIT
LOCATION. POTTS—SLOAN BEATTY CONNECTOR (NC-115)
TYPE OF WORK: DRAINAGE, GRADING, SIGNALS, & PAVING
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END TIP PROJECT U-5907
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GRAPHIC SCALES
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DESIGN DATA
PROJECT LENGTH
J
PLANS PREPARED FOR Kimley>> Horn
HYDRAULICS ENGINEER
ADT 2016 = 6,900 VPD
THE NCDOT BY.• ° "
20 10 0 20 40
ADT 2040 = 11,100 VPD
K = 10%
D = 57%
T = 15%
V = 30 MPH
* SUB REGIONAL TIER
5 / TTST 10% DUAL
FUNCTIONAL URBAN
CLASSIFICATION: COLLECTOR
LENGTH ROADWAY TIP PROJECT U-5907(Ll) = 0.642 MILES
LENGTH ROADWAY TIP PROJECT U-5907(L3) = 0.063 MILES
TOTAL LENGTH TIP PROJECT U-5907 = 0.705 MILES
RE
p a®era
,
2018 STANDARD SPECIFICATIONS
FRANK AIASTERSONP. ,E.
PLANS
20 10 0 20 40
RIGHT OF WAY DATE:
52019
PROJECT ENGINEER
ANDREW WEEKS.E.I.T.
.S/GVAIURE
ROADWAY DESIGN ENGINEER
A ? SEAL
; y ; 037923
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PROFILE (HORIZONTAL)
10 5 0 10 20
LETTING DATE:
62020
PROJECT DESIGN ENGINEER
DONALD C. GRIFFITH
NCDOT CONTACT
DM�TIP PROJECT MANAGER
PROFILE (VERTICAL)
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® MP CTSIN S RFACE WATER
RAEFORD I
SONS.L L \\ I
91
N
SrA41+50 (SHEET
PERMIT DRAWING
-U
N
SHEET 8 OF 10
OATCHLINE

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
30+06/30+20 -L1- (RT)
Embankment Protection
< 0.01
< 0.01
11
7
1
30+20 -L1- (RT) / 32+28 -L1- (LT)
Fill / 48" RCP
0.03
0.01
192
2
32+92/33+15 -1-1- (LT)
Outlet Protection
< 0.01
< 0.01
15
10
3
11+15/11+17 -1-3- (LT)
Outlet Protection
< 0.01
< 0.01
10
5
4
15+23/15+35 -Y3- (LT)
Fill / 36" RCP
< 0.01
< 0.01
3
10
TOTALS*:
0.03
0.02
< 0.01
231
32
0
*Rounded totals are sum of actual impacts
NOTES:
2018 02 26