20221561 Ver 1_CarolRoadPermitDrawings_20221107

CT
CT
03
CD
CT
CID
ff}
z
�o
LL-1 w
U w
k4-eq�
-0�- -64
U
O
U
See
Sheet / -A
For
Index of Sheets
See
Sheet /-B
For
Conven2onnl Symbols
See
Sheet I C- /
CC
I C-2 For Ssrvey Control Sheets
1425
SITE
2002
1422
1424
1422
(Car I Rd.)
1423
-a 1421
m >
1505
004 ��
�pl
2004
Grove Church
2193
1419
1418
2648
6649 •�
2005 �♦
1417
2151 v �.
o
2185
2654 •`•�
VICINITY MAP N T.S.
OFF -SITE DETOUR
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
GASTON
COUNTY
LOCATION: BRIDGE NO.350354 OVER GILLIAM CREEK
ON SR 1422 (CAROL RD.)
TYPE OF WORK: GRADING, DRAINAGE, PAVING & STRUCTURE
WETLAND AND SURFACE WArER IMPACT.. PERMIT
BEGIN NCDOT
PROJECT 17BP.12.R.64
-L- POC STA.10 + 54.00
SR 2004 F `� SR 1422
CAROL RD)- L
(MILO NEAL RD) -(
TO SR 2008
RYS GROVE
C CI3 RD)
CHUR
BEGIN BRIDGE
-I- S TA.12 + 88.83
STATE
STATE PROJECT REFERENCE NO
SHEET
NO.
TOTAL
SHEETS
N.C.
17BP.12.R.64
I
STATE PR®A. NO.
F. A. PROT NO.
DESCRIPTION
17BP.12.R.64
WA
PE, UTIL., R1W
17BP.12.R.64
WA
CONST.
1223 Jones Franklin Rd.
Raleigh, N.C. 27606
- �WETHERILL License No. F-0377
ENGINEERING Bus: 919 851 8077
Fax: [phone]
TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN
CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION
BRIDGE #350354
PRELIM. RD H/T, PLANS
PERMIT DRAWING
SHEET 1 OF 4
NOTE: NO DECK DRAINS
NO WETLANDS/BUFFERS
Sg 14z1 ovE gw ON PROJECT
ToAYS GR
END NCDOT
-L- POC STA.15 + 90.00
END BRIDGE
-L- STA.13 + 81.17
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
INCOMPLETE PLANS
DO NOT USE FOR R//W ACQUISITION
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.

WETLAND PERMIT IMPACT 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
Sta 13+10 to Sta 13+52
0.03
72
(along banks as shown
w/ Class II Ri ra
on plans)
1
Sta 13+10 to Sta 13+52
linear cofferdams
80
(along riprap for bank
stabilization)
TOTALS*:
I
1
1 0.03
1
1 72
1 80
0
*Rounded totals are sum of actual impacts
NOTES
NO WETLAND OR BUFFERS ON PROJECT
201310 24

i�Y1W�l North Carolina Department of Transportation
Highway Stormwater Program g:
STORMWATER MANAGEMENT PLAN
(Version 2.01; Released December 2014) FOR NCDOT PROJECTS
WBS Element: 17BP.12.R.64 TIP No.: SF-350354 Count ies : Gaston Page 1 of 1
General Project Information
WBS Element:
17BP.12.R.64 ITIP Number: SF-350354 Project Type: Bridge Replacement Date: 12/4/2018
NCDOT Contact:
Trish Beam
Contractor / Designer:
lWetherill Engineering, Inc. / Ana Passman, PE CFM
Address:
Highway Divison 12
Address:
1223 Jones Franklin Rd.
PO BOX 47
Shelby, NC 28151-0047
Raleigh, NC 27606
Phone:
(980)-552-4218
Phone:
919-851-8077
Email:
pdbeam ncdot. oy
Email:
apassmanOwetherilleng.com
City/Town:
Shelb , NC
Count ies :
Gaston
River Basins :
Broad
ICAMA Count
No
Wetlands within Project Limits?
No
Project Description
Project Length (lin. miles or feet):
0.102 mi. Surrounding Land Use: I Rural, Wooded, Agricultural
Proposed Project
Existing Site
Project Built -Upon Area ac.
0.2 ac.
0.3 ac.
Typical Cross Section Description:
(2) 10' lanes with grassed shoulders and up to 6.92' shoulders with guardrail. 6.92'
(2) 10' lanes with grassed shoulders
shoulders are variable width paved.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 350 Year: 2018
Existing: Year:
General Project Narrative:
Replace Bridge No. 354 over Gilliam Creek on SR 1422(Carol Road). Use 1 @90' 33" Box Beam. A TB 2GI will outlet on the downstream side of the bridge with 15" CSP onto
(Description of Minimization of Water
a Class B riprap pad. No deck drains will be required. This project does not contain buffers or wetlands.
Quality Impacts)
Consider planning minimum measures:
Maximizing shoulder section: Done to the maximum extent possible as allowed by roadway design standards.
Minimizing roadway side slopes: Done to the maximum extent possible as allowed by roadway design standards.
Assessing and minimizing the impacts of stormwater runoff to environmentally sensitive areas: The runoff from 2GI will bedissipated by the Class B riprap pad at the pipe
outlet.
• Promoting sensitive intersection of streams: Project contains a single stream without intersections.
Consider design minimum measures:
Providing adequate ground cover: Done to the maximum extent possible.
Stabilizing slopes: Provided Class II keyed in riprap for sloping abutment scour protection. Also Class II riprap stream bank stabilization under the bridge. No piers in the
stream.
Providing adequate energy dissipation: Done to the maximum extent possible.
Preserving natural features: Project site contains no buffer or wetlands, impacts to stream are minimized.
Maximizing vegetative conveyance: Done to the maximum extent possible.
Encouraging diffuse flow: The stream receives minimal concentrated runoff. Class B riprap pad at theoutlet of TB 2GI.
Minimizing direct discharge from bridges: No deck drains are used on the project. The runoff from TB 2GI does not directly discharge into stream.
or r Waterbody Information
Surface Water Body (1): Gilliam Creek NCDWR Stream Index No.: Not shonw on NCDENR map. Does not match FEMA FIS.
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
Other Stream Classification:
None
Impairments:
None
Threatened/Endangered Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
iYes
Deck Drains Discharge Over Buffer? INo
Dissipator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body?
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)