20191467 Ver 1_B-5323 SWMP_20191029

k Ijh�t'EIV North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 46037.1.1 TIP No.: B-5323 County(ies): Granville Page 1 of 1
General Project Information
WBS Element:
46037.1.1 ITIP Number: B-5323 Project Type: Bride Replacement Date: 1/31/2019
NCDOT Contact:
Galen Cail, PE
Contractor / Desi ner:
Reid Robol, PE-VHB
Address:
1000 Birch Ridge Drive
Raleigh, NC 27610
Address:
940 Main Campus Drive, Suite 500
Raleigh, NC 27606
Phone:
919-707-6711
Phone:
919-754-5005
Email:
cail ncdot. ov
Email:
rrobol vhb.com
City/Town:
Count kes :
Granville
River Basins :
Roanoke
CAMA County?
No
Wetlands within Project Limits?
No
Project Description
Project Length lin. miles or feet):
0.132 miles Surrounding Land Use: Primarily agricultural land and rural residential.
Proposed Project
Existing Site
Project Built -Upon Area ac.
0.5 ac.
0.3 ac.
Typical Cross Section Description:
2 @ 11' lanes, 4' shoulders
2 @ 9' lanes
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 1040 Year: 2025
Existing: 520 Year: 2013
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
State project B-5323 involves the replacement of the existing NCDOT Bridge #143 on SR 1442 over John H. Kerr Reservoir. Bridge #143 consists of 1 @34.9', 1 @45', 1 @35,,
1 @44.9' timber floor on I -Beams with timber caps and piles. The proposed bridge consists of 2@45', 2@55' 21" cored slab with 4'-0" caps. The effective FEMA floodplain
mapping indicates that the proposed crossing is located in Zone AE and was studied by Limited Detail Study methods. No deck drains are required for the bridge.
Surface Water Body (1): John H. Kerr Reservoir
NCDWR Stream Index No.:
23-2- 6
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class B
Supplemental Classification:
None
Other Stream Classification:
None
Impairments:
mercury H
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Johnson Creek Kerr Lake
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
IYes
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? 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)

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VA 723
Shlney Rock
VA 727
Road
Henrlc0
VA 725
Road
Williamson
Road
VIRGINIA
1441
1442 1443
NORTH CAROLINA
Propus Dave
Winston Harry Davls
Wilkerson
Road Road
Road
EN
1451
OJECT
1444
Jack Yancey
L/
Williamson
Road
Road
1454
RO ECT eorge Ruff
1431 1442
Road 1443
Grassy Dave Winston
Harry Davis
Creek Road
Roae
1443
Road
1431
Harry Davis
Road
Grassy
Creek
Road
1448
Pittard
Road
1446
1437
Tilly
Charlie
Road
Winston
Road
Grassy
Creek
Spew
Marrow
1445
1445
Herbert
peek
Herbert
Fau
Faucette
Road
Road
VICINITY MAP
OFF —SITE DETOUR
See Sheet 1A For Index of Sheets
See Sheet 1B For Conventlonot Symbols
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STATE OF NORTH CAROILINA PERMIT DRAWING
DIVISION OF HIGHWAYS SHEET 1 OF 5
GIMNVILLE COUNTY
LOCATION: BRIDGE NO.143 OVER JOHNSON CREEK
ON SR 1442 (DAVE WINSTON RD.)
TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE
STAIR
8TAT6 PROaICr R RRNCB NQ
SF@RT
NO.
TOTAL
Sfl66T3
N.C,
B-5323
1
STAIR PROI.N0.
P.A.PR__
De6CRDT10N
46037.1.1
WA
PE
17BP.5.R.92
WA
ROW
17BP.5.R.92
WA
UTILITIES
170P.5.R.92
WA
CONSTRUCTION
WETLAND AND SURFACE WATER IMPACTS PERMIT
Ij
:V//r / /r rRVJCI.I + —JJLJ JOHN H KERR
\ . SR 1442 (A EL WINSTON RD.)
SITE 1
JOHN H KERR RESERVOIR i
TO
VIRGINIA
CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III.I DOCUMENT NOT CONSIDERED F.N.L
UNLESS ALL SIGNATURES COMPLETED
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
Prepared in the Offices of.
HYDRAULICS ENGINEER
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
-JASTEWART
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LENGTH ROADWAY TIP PROJECT B-5323 = 0.095 mi.
50 25 0 50 100
2018 ADT = 450 VPD
LENGTH STRUCTURES TIP PROJECT B-5323 = 0.038 mi.
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2038 ADT = 900 VPD
V = 60 MPH
TOTAL LENGTH TIP PROJECT B-5323 = 0.133 mi.
P.E.
® 7
PLANS
2018 STANDARD SPECIFICATIONS
OF WAY DATE:
50 25 0 50
100
CLASS =RURAL
ANDY YOUNG, PE
SIGNATURERIGHT
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PROJECT ENGINEER
MICHAEL BURNS, PE
ROADWAY DESIGN ENGINEER
LOCAL
SUBREGIONAL TIER
OCTOBER 31, 2018
>A a
RIGHT OF WAY
PROFILE HORIZONTAL
(
COMPLETE:
PROJECT DESIGN ENGINEER
10 5 0 10 20
LETTING DATE:
FEBRUARY 3, 2020
LISA GILCHRIST, El
P.E.
SIGNATURE:
NCDOT CONTACT
PROFILE (VERTICAL)

PROJECT REFERENCE NO. I SHEET NO.
—L—
P/ Sto 10+53.32
PI Sto 11+69.00
= 8' O8' 01.4' (RT) L = 7' 00' 58.5' (RT)
D = 7' 3822.9
D = 5' 37' 02.0'
L = 106.47'
L = 124.91'
T = 53.32'
T = 62.53'
R = 750.00'
R = 1,020.09
SB = Exist.
SB = 4%
Runoff = l00'
Va = 50 MPH
®DENOTES IMPACTS IN
SURFACE WATER
®DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
PAVEMENT —BRIDGE RELATIONSHIP SKETCH
a.
END SBG
+87DO LT
TYPE -III TYPE -III
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b
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bm N E
J
O
O
N
N IND
TYPE —III TYPE —III
u'
+8N7D00 RT
BEGIN APPROACH SLAB
SLAB
NOTE: NOT TO SCALE
DETAIL 1
SPECIAL LATERAL BASE DITCH
(Nato -1I )
Naluml 5\ B Fill
Goon .J D \f\ H S Slope
Min. D= 1.0 Ft.
B= VARIABLE
FROM STA. 17+00 TO STA. 20+00 -L- RT
PERMIT DRAWING
SHEET 2 OF 5
NOTE: THE CONTRACTOR SHALL COMPETELY REMOVE OR CUT OFF 1.0' BELOW
THE MUDLINE FOR ALL EXISTING AND OLDER BRIDGE COMPONENTS. THE
REMOVAL OF THE CONCRETE ABUTMENTS MUST BE DONE USING APPROVED
NCDOT BMP METHODS.
NOTE: REMOVAL OF UNCLASSIFIED STRUCTURE EXCAVATION AT EXISTING
ABUTMENTS MUST BE CONDUCTED BEHIND IMPERVIOUS DIKE. THE METHOD
TO CONDUCT THE WORK IN A DEWATERED AREA WILL BE PROPOSED
BY THE CONTRACTOR AND APPROVED BY THE ENGINEER.
DETAIL 2
TEMPORARY CAUSEWAY
(NOT TO SCALE)
MIN ELEV=301'
CLASS B RIP RAP
NG _
_NG
GEOTEXTILE CLASS II RIP RAP
ENGINEER I ENGINEER
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FOR -L- PROFILE,SEE SHEET 5
FOR STRUCTURE PLANSaSEE SHEETS S-ITHRU 5-27

*Rounded totals are sum of actual impacts
NOTES:
B-5323
Revised 2018 Feb SHEET 5 OF 5
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
10+45.40/16+89.11 -L
2@45', 2@55' 21" Cored Slab w/ 4' CAPS
0.10
0.41
TOTALS*:
0.10
0.41
0
0
0
Pemanent SW
Tempora