20230787 Ver 2_U-6146_B-5857_Permit Drawings_2024-01-19_20240119

Highway
North Carolina Department of Transportation J
Highway Stormwater Program 1a
STORMWATER MANAGEMENT PLAN
(Version 3.00; Released August 2021)
FOR NCDOT PROJECTS
WBS Element: 48392.1.1/45810.1.1
TIP/Prof No: U-6146/B-5857 County(ies): Gaston Page 1 of 3
General Project Information
WBS Element:
48392.1.1/45810.1.1 ITIP Number: U-6146/B-5857 Project Type: Roadway Widening/Bridge I Date: 1/19/2024
NCDOT Contact:
Bryan K. Sowell, PE
Contractor) Designer:
TGS Engineers (Ben Henegar, PE)
Address:
PO Box 47
Address:
706 Hillsborough St, Suite 200
Shelby, NC 28151-0047
Raleigh, NC 27603
Phone:
[phone]
Phone:
[phone] Ext. 123
Email:
bksowell ncdot. ov
Email:
bhene ar
t sen ineers.com
City/Town:
Cramertion, McAdenville
2ounty(ies):
Gaston
RiverBasin(s):
Catawba
CAMACounty?
No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
1.28 Miles Surrounding Land Use: Jurban Piedmont
Mii Proposed Project
Project Built -Upon Area (ac.)
21.6 lac.
14.0 lac.
Typical Cross Section Description:
Six 12' wide paved travel lanes (Far left lane is 14' through portion of project), curb and
Four 12' side paved travel lanes, 6' shoulder section (curb and gutter last 1200' of
gutter, multi -use path (left), and sidewalk (right).
project).
Annual Avg Daily Traffic (veh/hrlday):
Design/Future: 1 26100 1 Year: 12040
1 Existing:1 22600 1 Year: 2016
General Project Narrative:
U-6146 involves the widening of US 29 / 74 (Wilkinson Blvd.) from SR 2209 (Wesleyan Dr.) to Georgia Belle Ave. near Cramertion, NC. The project includes the replacement of
(Description of Minimization of Water
Bridge # 350082 over South Fork Catawba River. A proposed 450' long by 11 5'wide 5-span bridge is to replace the existing 419' x 50' wide 8 span bridge at the same location.
Quality Impacts)
Per NC DEQ's riparian buffers frequently asked questions on their website, Catawba River Riparian Buffer rules apply to the South Fork of the Catawba River up to the 569'
elevation of Lake Wylie (full pond). Because the project crossing is within this area of influence, Catawba River Riparian Buffer rules would apply. No direct discharge of
stormwater into the river is proposed on the project. Runoff is to be collected on -deck / in closed drainage system and will be outleted outside of buffer zone 2.
Project minimum measures include:
>Providing Adequate Ground Cover.
>Stabilizing Embankments and Drainage Ditches.
>Providing Adequate Energy Dissipation.
>Utilizing Natural Features and Drainage Pathways - Existing drainage pathways were utilized to the maximum extent practicable.
>Encouraging Diffuse Flow- Variable width base ditch were utilized to diffuse roadway ditch flow that discharge into wetlands. Preformed scour holes are also proposed in the
flood plain of South Fork Catawba River.
>Minimizing direct discharges from bridges.

I lighway North Carolina Department of Transportation
Stormwater m o
_ Highway Stormwater Program
STORMWATER MANAGEMENT PLAN ---
(Version 3.00; Released August 2021) FOR NCDOT PROJECTS
WBS Element: 48392.1.1/45810.1.1 TIP/Prof No.: U-6146/13-5857 County(ies): Gaston Page 2 of 3
General Project Information
Waterbody Information
Surface Water Body 1 : South Fork Catwaba River
NCDWR Stream Index No.:
11-129- 15.5
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply V S-V
Supplemental Classification:
None
Other Stream Classification:
None
Impairments:
turbidity
Aquatic T&E Species?
No T Comments:
NRTR Stream ID:
South Fork Catwaba River, SA, SD
Buffer Rules in Effect: Catawba
Project Includes Bridge Spanning Water Body?
iYes
I Deck Drains Discharge Over Buffer? INo
Dissipator Pads Provided in Buffer? INo
Deck Drains Discharge Over Water Body?
I No
(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) I
Surface Water Body (2): 1
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body
Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
I
(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)
Surface Water Body 3 : 1
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body
Primary Classification:
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
Deck Drains Discharge Over Buffer?
Dissipator Pads Provided in Buffer?
Deck Drains Discharge Over Water Body?
(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) I

11igh,,,,,ay North Carolina Department of Transportation°
S1UrYllwdter Highway Stormwater Program
STORMWATER MANAGEMENT PLAN��°""•"''
(Version 3.00; Released August 2021) FOR NCDOT PROJECTS
WBS Element: 48392.1.1/45810.1.1 TIP/Prof No.: U-6146/B-5857 County(ies): Gaston Page 3 of 3
Preformed Scour Holes and Energy Dissipatom
Sheet
No.
Line
Station
Location
(LT,RT,CL)
Latitude
Longitude
Surface Water Body
Energy Dissipator Type
Riprap Type
Drainage
Area
(ac)
Conveyance
Structure
Pipe (in) / Structure
Dimensions (ft)
Q10
(cfs)
V10
(fps)
BMP
Associated w/
Buffer Rules?
5
L
28+07
RT
35.24917
-81.07463
(1)South Fork Catwaba River
Variable Width Base Ditch
Class II
7.2
Pie
30
28.0
1.7
Yes
5
L
35+50
RT
35.24856
-81.07226
(1)South Fork Catwaba River
PSH
Class'B'
1.4
Pie
18
6.8
1.2
Yes
5
L
36+22
LT
35.24901
-81.07184
(1)South Fork Catwaba River
PSH
Class'B'
2.4
Pie
18
9.7
1.3
Yes
Additional Comments
" Keter to the Ncuo I best Management Practices I 0011boX (2014), Ncuo I Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering circular No. 14 (HEc-14), I hard Edition, Hydraulic Design of Energy uissipators for culverts and channels (July 2QD6), as
applicable, for design guidance and criteria.

See Sheet IA For Index of Sheets
Conventional
81'AT8 8TAT8 PHOI8C1' H8P8H8NC8 N0. s�T
STATE OF NORTH CAROLING
TO —
See Sheet tB For Plan Sheet Symbols
1v.�, U-6146/8-5857
=°4°
DIVISION OF HIGHWAYS HrATH ...NO P.APHAI N0. H8BL91PP1—
BEGIN PRO ECT
48392.1.1/45810.1.1 WA PE
48392.2.1 /45810.2.1 WA ROW
zz°)
—
48392.2.2 WA UTIL.
GASTONCOUNT Y
den i le 85
.
221, 2014
'29
LOCATION: US 291US 74 (WILKINSON BLVD) FROM SR 2209
I
2439 49° z°la 29 3
zzu5
(WESLEYAN DR/MARKET ST) TO SR 20161SR 2017 PERMIT DRAWING
4]8 1lm t 74 (� o
(GEORGIA BELLE AVE'HUBBARD ST) AND BRIDGE #350082 SHEET 1 OF 15
z519
2 ramerton � �m
OVER SOUTH FORK CATAWBA RIVER
2490
TYPE OF WORK: GRADING PAVING, DRAINAGE, CURB & GUTTER,
V
E PR J CT 273:�
41)
STRUCTURE, AND RETAINING WALLS
VICINITY MAP
PERMIT DRAWINGS
o
01-19-2 02 400
O
BEGIN CONSTRUCTION
"
�`qaF ��l``
-Y- STA. 9 + 9 7. 00 ��,' 02
�P9
STA. 30+67.17 ��
o
a
Z
-L-
BEGIN BRIDGE END END TIP PROJECT U-6146
CONSTRUCTION
-GRVWY- STA. 13 + 15.00 iL- STA. 78 + 40.00
� SR 2209 ------ ---
WESLEYAN DR
P -L- STA. 35+ 18.83
�N,
f ° END BRIDGE
�,
BEGIN CONSTRUCTION%,
-Y1- STA. 10 + 00.a0
SR 2209
\11
�4
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'
- j
SITE 1
SR 201
GEORGIA BELLE AVE
CRAMERTON VILLAGE DR
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�y CAS SR 2014 _ T
\'
PEACH ORCHARD RD
J -GRWY-
END CONSTRUCTION
11 �""
-Y- STA. 18+98.76
l' ;' -- - 011
BEGIN TIP PROJECT U-6146
-L- STA. 11 + OO.00
BEGI CONSTRUCTION ;' o
-GRWY- STA. 10 + 02.75
END CONSTRUCTION -"
-Y2- STA. 11 +55.00 END CONSTRUCTION
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS
ESTABLISHED BY METHOD III. SR 2014 u -Y1- STA. 21 +50.00 DOCUMENT NOT CONSIDERED FINAL
•
A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES
OF TOWN OF CRAMERTON LAKEWOOD RD UNLESS ALL SIONATURESCOMPLETED
•
AND THE MUNICIPAL BOUNDARIES OF TOWN OF McADENVILLE.
R
V
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
or
NCDOT CONTACT: BRYAN
K. SOWELL, PE
HYDRAULICS ENGINEER
PIANS PREPARED RY:
PLANS PREPARED FOR:
50 25 0 50 100
ADT 2016 = 22,600
ADT 2040 = 26,100
LENGTH
LENGTH
ROADWAY TIP PROJECT U-6146B-5857 — 1.191 MILES
STRUCTURE TIP PROJECT U-61468-5857 = 0.086 MILES
NOR
TGS ENGINEERS
804-C N. LAF AYET15 ST
SNELBY, NC zB 150
NORTH CAROLINA DEPARTMENT
OF TRANSPORATION
o1v151oN 12
K = 12 D/Q
TOTAL LENGTH
TIP PROJECT U-61468-5857 = 1.277 MILES
PM (704) 47E-0003
CORP. LICENSE NO.. C-0275
17 10 E. MOr ion St
SHelby. NC 2B 150
S�
PLANS
50 25 0 50 100
70 o
D _ —%
P.E.
SIGNATURE:
'
g
RIGHT OF WAY DATE:
y
V = 50 MPH
JULY 14, 2021
JIMMY L. TERRY PE
ROADWAY DESIGN
ENGINEER
�� a
PROJECT ENGINEER
PROFILE (HORIZONTAL)
^i
* TTST =1% DUAL =3%
O10
5 0 10 20
FUNC CLASS =
LETTING DATE:
SANDRA MELVIN
V
URBAN ARTERIAL
FEBRUARY 2024
PROJECT DESIGN ENGINEER
REGIONAL TIER
PE
SIGNATURE:
PROFILE (VERTICAL)
2018 STANDARD SPECIFICATIONS

6 LBL ENTERPRISES, LLC 1 PROJECT REFERENCE NO. SHEET NO.
- _ POT + 4 -Y- CURVE DATA -L- CURVE DATA11
U-6/46/8-5857 4
GI O � BEGIN ONSTRUCTION P/ sto 1/+2620 PI Sio 12+8237 PI Sia 15+08.71 PI Sto 16+69J0 PI Sio 17+5988 PI Sio I1+8384 PI Sio 16+56J8 RW SHEET NO.
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ROADWAY DESIGN HYDRAULICS
RIP RAP -Y- STA. + 9 7.00 D = 7' 4% 26'6' D = 2' 05' 9/.7" D = 0° 99' 06.6" D = 5' 27' 29.3" D = 3' S7' 05.2" D = 2' S9' 03.0' D = 3' 49' ILO' ENGINEER ENGINEER
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ROBERT LEE BARNHILL PH [phone]
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SHEET 4 OF 15
BELMONT LAND & BELMONT LAND AND
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END CONSTRUCTI
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PROJECT REFERENCE NO.
SHEET NO.
U-6146/B-5857
5
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ROADWAY DESIGN
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FOR -Y2- PROFILE, SEE SHEET NO. 12
FOR -GRWY- PROFILE, SEE SHEET NO. 12