20190749 Ver 1_840290_Permit Drawings_20190529_20190607

E 11� Irit iiVi North Carolina Department of Transportation
�li)1 l Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Release!": FOR NCDOT PROJECTS
WBS Element: TIP No.: 17BP.9.C.12 County(ies): Stokes Page 1 of 1
General Project Information
WBS Element:
ITIP Number: 17BP.9.C.12 Project Type: Other Date: 4/29/2019
NCDOT Contact:
Galen Cail
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 Ees :
Stokes
River Basins :
Yadkin -Pee Dee
CAMA Count ?
I No
Wetlands within Project Limits?
No
Project Descri Mon
Project Length (lin. miles or feet):
0.076 miles Surrounding Land Use: Forest, rural residential and agricultural
Proposed Project
Existing Site
Project Built -Upon Area ac.
0.4 ac.
0.3 ac.
Typical Cross Section Description:
2 @ 12' lanes with 6' shoulders, 9' total with guard rail
2 @ 11' lanes with 1' paved shoulders
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 6000 Year: 2025
Existing: 3000 Year: 2013
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
State Project 17BP.9.C.12 involves the replacement of the existing NCDOT Pipe Culvert on SR 1128 (Brown Rd) over Danbury Creek. The Pipe Culvert consists of 2 @ 98" x
72" CSPAs. The proposed culvert will be 2 @ 8' x 7' RCBCs with 1' sills in north barrel, 2' sills in south barrel with conc. beveled HW and EW. The proposed culvert is located in
Zone AE of FIRM Map number 3710599200J and was studied by Detailed Study methods. The proposed culvert will maintain or improve the existing level of service for the 100
YR event.
Surface Water Body (1): Danbury Creek
NCDWR Stream Index No.:
12-77-3
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply IV (WS-IV)
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Danbury Creek
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) I

a
U
O
O
C
+-
3
T
L
O
N
O
Q
3
O
L
0
0
c
E
0
C
w
Er
Er
bi
0
Wes toke
High h0 I
l�vm
1281
�133 0
1277
1133
1138 >
Fov
?�
N9 CmsTv,1
5 .12551254
1322 c
p 1126
1276 p F .
re'tl Dr
1280
Ben
1254
a. G.otl.
U
Leo
R
1364 '1365
1357 Hartgrove
113z
1
122
3 1138
1366�
1128
1131
y. Ry
N^ F
'iz53Tnioiity
.C.12 rc
United O
T
1�
1z Methodis
aa. Church
1236
S
—
1102
1314
r
1377
Ct. LL1
1313 a
1315 O
k� 1128
to .TirlTge
1354 Dr.
;
c
F
S
0 � r
1119
1107
r
1236
�'F Highland
co-
1125 1122
\ 5
1112 King
69 � �^
1105 Elementarl r'
cna
( School
0
s° e1i13�o
4td.
1296
1122 Gt'�
eadowbtoo
>
(O
1236
1105 1362 .Kin
Cemetery1115
VICINITY MAP
(NOT TO SCALE)
OFF —SITE DETOUR
TO OwE
STATIC OF NORTH �CA��]I$®I INA
DIVISION OF HIGHWAYS
VV AYS
STOKES COUNTY
LOCATION. BRIDGE NO.290 OVER DANBURY CREEK
ON SR 1128 (BROWN ROAD)
TYPE OF WORK: GRADING, PAVING, DRAINAGE AND CULVERT
WETLAND AND SURFACE WATER IMPACTS PERMIT
BEGIN PROJECT 178P.9.CJ2
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
STA'DS
8TAT6 PROJHI.T R@Wt8NC6 N0.
SI@2T
NO.
TOTAL
Sfl66T3
N.C.
1713P.9.C.12
1
8TAT8 PRO].N0.
P.A.PRQl.N0.
D86CRd•I'atN
17BP.9.C.12
WA
PE
17BP.9.C.12
WA
WW, UTL
17BP.9.C.12
WA
CONST
111
PERMIT DRAWING
SHEET 1 OF 5
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
Prepared in the Office of Simpson Engineers & Associates for
ROADWAY DESIGN ENGINEER
PLANS PREPARED BY.
DIVISION 9
ADT (2015) = 3,400
50 25 0 50 100
ADT 2025 = 6,800
LENGTH ROADWAY TIP PROJECT = 0.072 MILES
NORTH CAROLM DEPARTMENT OF TRANSPORTATION
P.E.
�IMPSON 5690 Dillard Drive
Suite 200
NGINEERS Cary, NC 27518
Q ASSOCIATES (9191852-0468
[�� Lj1 (9191852-0598 (Fax)
www.slmPeanenar.aam
2018 STANDARD SPECIFICATIONS
DAVID SIMPSON, PE
PLANS
RIGHT OF WAY DATE:
V = 35 MPH
PROJECT ENGINEER
SIGNATURE,
50 25 0 50
100
FUNC CLASS =
LENGTH STRUCTURE TIP PROJECT = 0.004 MILES
DECEMBER 4 2018
REID B. ROBOL, PE
LICENSE NO.C-2521
HYDRAULICS ENGINEER
LETTING DATE:
G
PROFILE (HORIZONTAL)
HYDRAULIC ENGINEER`L,�
LOCAL
TOTAL LENGTH TIP PROJECT = 0.076 MILES
JANUARY 22.2020
10 5 0 10 20
SUB REGIONAL TIER
VHB Engineering NC, P.C. (C-3705)
9 9
940 Main Campos Drive, Suite 500
DANDIVIEL DABRIDGE T
NCDOT CONTACT:
oo
DIVISION BRIDGE
PROGRAM MANAGER
PE
Raleigh, NC 27606
PROFILE (VERTICAL)
SIGNATURE.

SITE 1A
INLET DETAIL
NTS 2@8'x7'RCBC
NG th
"•' 2' (TYP)
19
N
EXCAVATION = 70 CY CLASS I RIP RAP
W/GEOTEXTILE
OUTLET DETAIL
- �NG2@8'x7' RCBC NTS
2' (TYP)
CLASS I RIP RAP EXCAVATION = 125 CY
W/GEOTEXTILE
DETAIL ,
SPECIAL LATERAL 'V' DITCH
IN- ro Sc­)
FII
NoN 1 3� eS Slope
G.o nd D
d
Geotexrle Mi.. D= 1.0 Ft.
Type diner= Class B Rip-Rop M... d= 1.0 Ft.
STA. 15+13 TO 16+50 RT
SITE 16
MICHAEL G. &
CHRISTIE M. EDWARDS
0
JEAN MARTIN FOLK
BEGIN CULVERT l
-L- Sta. /4+72.85
GREU_ _
-L- PT Sta. 12+50.00
,VS —JS—
'JS -
BEGIN PROJECT 17BP.9.CJ2 SITE 1A-
-L- POT Sta.13+OODO CLASS I RIP RAP
LOWELL W. & EST300 TONS
JOAN E. GARRETT EST.. 325 SY GEOTEXTILE
END CULVERT
3
NANCY T. SINGLETON
3a'
CLASS B RIP RAP
EST. 1 TON
EST.5 SY GEOTEXTILE
50' 0' 100'
GRAPHIC SCALE
25' 0' 50'
INSET SCALE
/ CLASS B RIPS RAP
EST.3 TON
EST. 10 SY GEOTEXTILE
/—;/,
LASS I RIP RAP
.165 SOYGEOTEXTILE
��SITE 113
DO NOT
DISTURB
WALL
SPECIAL LATERAL DITCH
SEE DETAIL 1
EST. 40 TONS RIP RAP
EST. 70 SY GEOTEXTILE
O
NA,, .GLETON
2 I
OILSON I —L— PT Stc
I
CHARLES W.&
BETTY H.JONES
PERMIT DRAWING
SHEET 2 OF 5
S 42 `g g4S E
I TLz
DI
��_T �15• gc II
Tl2' RCP °1 II
MICHAEL SHANE &
JULIE ANN LYONS
/ I
r�
ANTHONY R. MOORE D1
DONALD &
BETTY HAMPTON
DI
NOTE: NATIVE BED MATERIAL SHALL BE PLACED BETWEEN THE SILLS IN THE
LOW FLOW CULVERT. NATIVE MATERIALS CONSIST OF MATERIAL THAT IS
EXCAVATED FROM THE STREAM BED OR FLOODPLAIN AT THE PROJECT SITE
DURING CULVERT CONSTRUCTION. RIP RAP MAY BE USED TO SUPPLEMENT
THE NATIVE MATERIAL. IF RIP RAP IS USED, NATIVE MATERIAL SHOULD BE
PLACED ON TOP TO FACILITATE ANIMAL PASSAGE. THE TOP SURFACE OF
THE NATURAL STREAM BED MATERIAL SHALL BE PLACED AND LEVELED TO
A FLAT SURFACE TO ALLOW FOR ANIMAL PASSAGE. THE HIGH FLOW
BARRELS SHALL BE BACK FILLED WITH NATIVE MATERIAL ANDOR RIP RAP.
NATIVE MATERIAL AND RIP RAP ARE SUBJECT TO APPROVAL BY THE
ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS.
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
P1 Sta 1I+26.75 P1 Sta 17+30.78
A = 23'17127.5'(RT) A = 30'44'33J•(LT) DENOTES IMPACTS IN
D = 9' I8' 59.0' D = 7' 57' 279' SURFACE WAT E R
L = 250A0' L = 386-2
T = 126.75' T = 19793'
R = 615.00' R = 720.00'

DETAIL ,
SPECIAL LATERAL 'V' DITCH
IN— ro Sc-)
FII
No-1 3� ea Slope
G.o nd D
d
Geotexrle Min. D= 1.0 Ft.
Type of Dner= Class B Rip-Rop Maz. d= 1.0 Ff.
STA. 15+13 TO 16+50 RT
SITE 1A SITE 16
MICHAEL G. & JEAN MARTIN FOLK
CHRISTIE M. EDWARDS /
-L- PC Sta. IO+OOAO BEGIN CULVERT
6 -L- Sta. /4+72.85 a
58—
w I
$ 1Z1201.4'E — — — _ / RFMAEI'1\\
9 4 R� r
LOWELL W. &
JOAN E. GARRETT
INLET DETAIL
NTS 2@8'X7'RCBC
NG \
th
"•' 2' (TYP)
19
N
EXCAVATION = 70 CY CLASS I RIP RAP
W/GEOTEXTILE
OUTLET DETAIL
- �NG2W8'x7' RCBC NTS
2' (TYP)
CLASS I RIP RAP EXCAVATION = 125 CY
W/GEOTEXTILE
t C �
E
BEGIN PROJECT 178P9CJ2 AA/
-L- POT Sta. 13+00.00 �IRIP RAP 3POST/ & RAIL
EST:3
EST. 00 TONS
EST. 325 SY GEOTEXTILE
CLASS B RIP RAP
EST. 1 TON -
END CULVERT EST.5 SY GEOTEXTILE
_f _ C+- iAl07 )c
O
NANCY T. SINGLETON
50' 0' 100'
GRAPHIC SCALE
25' 0' 50'
INSET SCALE
— office of: Ivl
PO Box ]Oi
MOTT Fuqu Vari
mwCOONnID www
ib JHB Engineering NC, P..
940 Main Campus Drive, Si
Raleigh, NC P6006
PERMIT DRAWING
SHEET 3 OF 5
'S B RIPS RAP — CHARLES W. &
3 TON I BETTY H. JONES
10 SY GEOTEXTILE
-L- POT Sta.20+00.00
2
TYLER1, WILSON I -L- PT Sto, l tl
.1 IYN EO XTILE c.
L ----
54.6
1 i
r
DO NOT
DISTURB
WALL
SPECIAL LATERAL DITCH
SEE DETAIL 1
EST. 40 TONS RIP RAP
EST. 70 SY GEOTEXTILE
O
NANCY T. SINGLETON
NOTE: NATIVE BED MATERIAL SHALL BE PLACED BETWEEN THE SILLS IN THE
LOW FLOW CULVERT. NATIVE MATERIALS CONSIST OF MATERIAL THAT IS
EXCAVATED FROM THE STREAM BED OR FLOODPLAIN AT THE PROJECT SITE
DURING CULVERT CONSTRUCTION. RIP RAP MAY BE USED TO SUPPLEMENT
THE NATIVE MATERIAL. IF RIP RAP IS USED, NATIVE MATERIAL SHOULD BE
PLACED ON TOP TO FACILITATE ANIMAL PASSAGE. THE TOP SURFACE OF
THE NATURAL STREAM BED MATERIAL SHALL BE PLACED AND LEVELED TO
A FLAT SURFACE TO ALLOW FOR ANIMAL PASSAGE. THE HIGH FLOW
BARRELS SHALL BE BACK FILLED WITH NATIVE MATERIAL ANDOR RIP RAP.
NATIVE MATERIAL AND RIP RAP ARE SUBJECT TO APPROVAL BY THE
ENGINEER AND MAY BE SUBJECT TO PERMIT CONDITIONS.
6 /
i
M —
� DI
2
- d MICHAEL SHANE &
JULIE ANN LYONS
I�
9G6
ANTHONY R. MOORE DI
/ DONALD &
BETTY HAMPTON
I
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
P1 Sta 1/+26.75 PI Sta 17+30.78
A = 23'I7127.5'(RT) A = 30'44'33J•(LT) DENOTES IMPACTS IN
D = 9' 18' 59.0' D = 7' 57' 279' SURFACE WAT E R
L = 250A0' L = 386-2
T = 126.75' T = 19793'
R = 615.00' R = 720.00'

*Rounded totals are sum of actual impacts
STOKES COUNTY
17BP.9.C.12
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)
1A
14+55+/14+76 -L- RT
2 @ 8' x 7' RCBC
< 0.01
4
1A
14+55/17+74 -L- RT
RIPRAP IN CHANNEL
< 0.01
34
1A
14+31/14+39 -L- RT
BANK STABILIZATION
< 0.01
12
1A
14+16/14+37 -L- RT
DEWATERING
< 0.01
16
1 B
14+91/15+12 -L- LT
2 @ 8' x 7' RCBC
< 0.01
3
1 B
14+93/15+24 -L- LT
RIPRAP IN CHANNEL
< 0.01
30
1 B
15+24/15+39 -L- LT
BANK STABILIZATION
< 0.01
13
1 B
15+18/15+46 -L- LT
DEWATERING
< 0.01
22
TOTALS*:
0.02
< 0.01
96
38
0
Perm SW
Temp SW