20200200 Ver 1_BR-0123 Permit Drawings_20200206

(Version 2.08; Released April 2018)
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
WBS Element: 48832.1.1 TIP No.: BR-0123 County(ies): Surry Page 1 of 1
General Project Information OWN
WBS Element:
48832.1.1 TIP Number: BR-0123 Project Type: Bridge Replacement Date: 10/17/2019
NCDOT Contact:
David Stuffs
Contractor / Desi ner:
STV Engineers, Inc. / Shirshant Sharma
Address:
1020 Birch Ridge Drive
Raleigh, NC 27610
Address:
900 West Trade Street, Ste. 715
Charlotte, NC 28202
Phone:
919-707-6442
Phone:
704 816-2556
Email:
[e-mail]
Email:
Shirshant.Sharma stvinc.com
City/Town:
Thurmond, NC
Count ies :
Sur
River Basins :
Yadkin -Pee Dee
ICAMA County?
I No
Wetlands within Project Limits?
Yes
Project De lion
Project Length (lin. miles or feet):
0.03 Surrounding Land Use: Rural, Agricultural, Residential, Wooded
Proposed Project
Existing Site
Project Built -Upon Area ac.
0.3 ac.
0.2 ac.
Typical Cross Section Description:
Bridge : Two 10' lanes, V to the right and 5' to the left paved shoulders
Approach: Two 10' lanes, variable paved shoulders
Bridge: Two 12' lanes,3.2' to the right and 3.5' to the left shoulders
Approach: Two 9.5' lanes, variable shoulders
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 580 Year: 2040
Existing: 290 Year: 2016
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The existing 25', 1 span bridge over UT to South Fork Mitchell River on SR 1319 is being replaced with a 1 span bridge with a span arrangement of 1 @35' (21" cored slab). The
bridge will have vertical abutments. The bridge will be super elevated with a 3% slope right and with 10' travel lanes with 5' to the right and 5' to the left shoulders, 29' 10" clear
width and 33' OTO width. The existing bridge structure will be removed. Overall drainage patterns will be maintained. There are roadside ditches that flow towards the bridge on
both sides of the project and on the left side of SR 1318. There are proposed ditches on the left side approaching the bridge and proposed ditch reconstruction on the left side of
SR 1318. All other existing ditches which will be maintained in the proposed condition. On the right side of SR 1318 immediately past the intersection of SR 1319, a traffic
bearing grated drop inlet with double frame and grates (2GI) was placed on the right side of the roadway in the shoulder berm gutter to pick up runoff. Class -II rip rap abutment
protection on both banks of the stream is also proposed to prevent future erosion and stream migration. No deck drains are required.
Waterbody Information
Surface Water Body (1): UT to South Fork Mitchell River
NCDWR Stream Index No.:
12-62-13
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
None
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
iYes
I Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? INo
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) I

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a
DETOUR VICINITY MAP N.T.S.
BEGIN TIP PRO
-L- STA.12 + 30.00
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
TO THE LIMITS ESTABLISHED BY METHOD
GRAPHIC SCALES
50 25 0 50 100
PLANS
50 25 0 50 100
PROFILE (HORIZONTAL)
10 5 0 10 20
PROFILE (VERTICAL)
DESIGN
DATA
ADT 2016 =
290
ADT 2040 =
580
DHV =
N/A
D =
N/A
T =
N /A
V =
25 MPH
FUNC. CLASSIFICATION:
LOCAL
SUB -REGIONAL TIER
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
S URR Y COUNTY
LOCATION: BRIDGE #318 OVER U.T. TO SOUTH FORK
MITCHELL RIVER ON SR 1319 (ABE MA YES RD)
SURFACE WATER IMPACTS PERMIT
v
BEGIN BRIDGE
✓/ / —L— STA. 13+32.26
I I s Ro
BR-0123
PROJECT LENGTH
LENGTH OF ROADWAY TIP PROJECT BR-0123 = 0.024 MILES
LENGTH OF STRUCTURE TIP PROJECT BR-0123 = 0.007 MILES
TOTAL LENGTH OF TIP PROJECT BR-0123 = 0.031 MILES
NCDOT CONTACT: DAVID STUTTS. PE
Structures Management Unit
i
i
END BRIDGE
—L— STA. 13+69.74 i
v.
BEGIN CONSTRUCTION
-Y- STA. 10 + 60.00
END TIP PROJECT BR-0123
-L- STA.13 + 92.25
END CONSTRUCTION
-Y- STA. 13+30.00
PLANS PREPARED FOR THE NCDOT BY:
Srr V 100 STV Engineers, Inc.
11 V/ 900 west Trade St., Suite 715
�j Charlotte, NC 28202
NC License NumberF-0991
2018 STANDARD SPECIFICATIONS
NIKKI T. HONEYCUTT, PE
RIGHT OF WAY DATE.
PROJECT ENGINEER
BHUPESH R. JOSHI, EIT
N OVEMB E R, 2019
LETTING DATE.
J U N E, 2020
PROJF,CT DESIGNER
STATE STATE PROJECT REFERENCE NO. SNPOT TOTAL
SHEETS
10�o BR-0123
STATE PROJ.NO. P. A.PROJ.N0. DESCRIPTION
48832.1.1 P.E.
48832.1.2 1 1 R.O.W. /UTILITIES
PERMIT DRAWING I I DOCUMENT NOT CONSIDERED FINAL
SHEET 1 OF 5 UNLESS ALL SIGNATURES COMPLETED
HYDRAULICS
ENGINEER
DESIGN
ENGINEER
P.E.

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DETAIL B
STANDARD 'V' DITCH
( Not to Scale)
Natural Natural
Ground �.� ,L.1 Ground
D
d
Geotextile -
Min. D = 1 Ft.
Type of Liner= CL-B Rip -Rap Max. d=1 Ft.
-L- FROM STA. 13 + 00 LT TO STA. 13 + 45 LT
DETAIL D
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
Ditch 1.0'min.
Grade 1
GEOTEXTILE
Type of Liner= 2 TONS,CL-1 Rip —Rap
Geotextile= 9 s
STANDARD 'V' DITCH
m 1)
w PAUL A REYNOLDS
• KAREN D REYNOLDS
RIPRAP AT EMBANKMENT
—L— 13 + 45 LT TO 13 + 58 LT
CL—I RIPRAP & GEOTEXTILE
(DETAIL D)
-L- FROM STA. 13+45 LT TO STA. 13+58 LT -L- 13+00 LT TO 13+45 LT
(DETAIL B)
SPECIAL CUT 'V' DITCH
—L— 12 + 50 LT TO 13 + 00 LT
CL—B RIPRAP & GEOTEXTILE
(DETAIL A)
i
7i
c 0
//*00 i
I I
I I
O
PAUL A REYNOLDS
KAREN D REYNOLDS
\ 0' 25'
GRAPHIC SCALE
Permit Drawing
Sheet 4 of 5
W
r
I
CL—II RIP —RAP
000
L
C>
N
CL-II RIP -RAP
EXCAVATI O N
CL-II RIP -RAP
CL-II RIP -RAP
SrT,c , 100 STV Engineers, Inc.
1 �/ 900 West Trade St, Suite 715
Charlotte, NC 28202
INC License Number F-0991
w�
X
O �
PAUL A REYNOLDS
KAREN D REYNOLDS
PROJECT REFERENCE NO.
SHEET NO.
BR-0123
4
RNJ SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL '
UNLESS ALL SIGNATURES COMPLETED
W
WOODS cn
WOODS
Ste•=v_ / /
R _
/3*00 C
r�
I
IC
II� I LU
11 I
I
4 ' ODDS 14+00
I
.I
q . LLJ
WOODS
PERMANENT IMPACTS
IN SURFACE WATER =S1
TEMPORARY IMPACTS
IN SURFACE WATER =S1
O/_-----I�RVI�OUS DIKE
SP IAL LATERAL 'V' DITCH
—XL LT TO 14+50 LT
(DETAIL C)
n
LEGEND
E�gDENOTES
TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES PERMANENT
IMPACTS IN SURFACE WATER

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
13+38.70/ 13+68.85
1 @ 35' (21" Cored Slab) - OAL = 37.5' *
0.02
89
1
13+54.38/ 13+62.96
1 @ 35' (21" Cored Slab) - OAL = 37.5', BANK
STABILIZATION ON LT BANK
<0.01
15
TOTALS:
<0.01
1 0.02
1 15
1 89
*TEMPORARY IMPACT LENGTH TOTAL = 104' (15' TAKEN INTO ACCOUNT IN PERMANENT IMPACTS)
Revised 3/31/05