230209_PermitDwgs_BP9.R009 _BR241_SR 3011_Old Salisbury Rd _Forsyth.pdf

North Carolina Department of Transportation (��
Highway Stormwater Program \.,�' '°�
STORMWATER MANAGEMENT PLAN M.��
(Version 2.08; Released April 2018) it FOR NCDOT PROJECTS aIL
WBS Element: TIP No.: BP9.R009 County(ies): Forsyth Page 1 of 6
General Project Information
WBS Element:
ITIP Number: BP9.R009 Project Type: Bridge Replacement Date: 2/2/2023
NCDOT Contact:
P.E.
7�156960oMiaiHlService
Contractor / Desi ner:
Richard Hiner
Address:draulics
Unit
Center
Raleigh, NC 27699-1590
Address:
2801 Yorkmont Road
Suite 100
Charlotte, NC 28208
Phone:
919 707-6711
Phone:
704 533-3630
Email:
[e-mail]
Email:
richard.hiner ws .com
City/Town:
Winston-Salem, NC
Count ies :
Forsyth
River Basin(s):
Yadkin -Pee Dee
ICAMA County?
I No
Wetlands within Project Limits?
No
Project Description AM
Project Length (lin. miles or feet):
0.17 Surrounding Land Use: ISuburban area South of Winston-Salem, NC
Proposed Project
Existing Site
Project Built -Upon Area ac.
0.7 ac.
0.5 ac.
Typical Cross Section Description:
Two lane roadway with 11' lanes and paved shoulders. Bridge over South Fork Muddy
Creek.
Two lane roadway with I lanes and paved shoulders. Bridge over South Fork Muddy
Creek.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 8000 Year: 2045
Existing: 7,300 Year: 2021
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
The North Carolina Department of Transportation (NCDOT) Division 9 proposes to replace Bridge 0241 on SR 3011 (Old Salisbury Rd) over South Fork Muddy Creek in Forsyth
County, NC. The proposed project corridor is approximately 0.2mi in length. The purpose of the project is to replace the existing bridge with a new bridge that meets current
standards. The project is located on SR 3011 (Old Salisbury Rd), just north of the Forsyth and Davidson county boundary.
Waterbody Information
Surface Water Body 1 : South Fork Muddy Creek
NCDWR Stream Index No.:
12-94-13
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? N/A
Deck Drains Discharge Over Water Body?
INo
(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

U
W
O
See Sheet 1A For Index of Sheets
.I
I
P iEEG�T_ m
L 10N
s FC UNTY
yy y52p 341P"� � DAAVIDV. SON COUNTY ,
g � t
SPli
lssfl lfi0fl
VICINITY MAP
OFF -SITE DETOUR N.T.S.
TO WINSTLEM
STATE OF NORTH CA\ROUINA\
1D)11 V ]['; 110 'NN 01F ]H111 G 1H1WA\Y5
FORSYTH COUNTY
LOCATION: REPLACEMENT OFBRIDGE241 ONSR 3011 (OLD
SAL ISBURYRD) OVER SOUTH FORKMUDDY CREEK
TYPE OF WORK: GRADING, DRAINAGE, PA VING, & STRUCTURE
Ng08 0
E�da�z prr
WETLAND AND SURFACE WATER IMPACTS PERMIT
STATE
STATE PROTECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
Iv..(C.
BP9.R009
11
ON
DEP.E.
BP9.R009.1
BP9.R009.2
ROW, UTIL.
PERMIT DRAWING
SHEET 1 OF 5
\ Z
S,
\ oy ysr SITE 1
I I 10+00
15+00\ �i / 20+00 I
END BRIDGE END PROJECT BP9.R009
-L- STA. 18+10.00 L- STA. 21+48.00
=—= BEGIN BRIDGE : 1 I
-L- STA, 16+30.00 y
-L- SR 011 OLD LISBURY RD I 1 \
EG CO ST CTII �I /
TA +0 .0
B I R E B 9 > I SITE 2/ I
+ .00 I ICI I
\) IO/
N�
FRIEDBERG MARSH MITIGATION SITE \
TO NC 150
]PIK E]L]INIIINJARX IPILANS
IdO NOT UISIE FOR CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PI ANS PREPARED BY,
PLANS PREPARED FOR
HYDRA ULICS+ENGINEER
���
DIVISION OF HIGHWAYS
GRAPHIC SCALES
DESIGNDATA
PROJECTLENGTH
I�
DIVISION 9
50 25 0 50 100
ADT 2021 = 7,300
4021 STIRRUP CREEK DRIVE
D NC 03
375 SILAS CREEK PARKWAY
ADT 2045 = 8,000+
LENGTH OF ROADWAY TIP PROJECT BP9.R009 = 0.136 MILES
NC ENO F-1253URHAM,
WINSTON SALEM, NC 2712711111111111
V = 55 MPH
LENGTH OF STRUCTURE TIP PROJECT BP9.R009 = 0.034 MILES
2018STAADARDSPECIMCATIONS
PLANS
TOTAL LENGTH TIP PROJECT BP9.R009 = 0.170 MILES
RE,SIGNATURE:
50 25 0 50 100
FUNC CLASS =
MAJOR COLLECTOR
STATEWIDE TIER
RIGHT OF WAYDATE'
JULY 24, 2022
CHRISTOPHER H. LEE, PE
ROADWAYDESIGNENGINEER
-
'"
PROJECTENGrNEER
PROFILE (HORIZONTAL)
10 5 0 10 20
LETTING DATE.
JUNE 26, 2023
DANIEL R. DAGENHART
SrONATURE: P.E.
DIIISION9BMDGEPROJECTMANAGER
PROFILE (VERTICAL)

Ul
O DETAIL 1 v\ \ / - DETAIL 2 DETAIL 3 DETAIL 4 BP9.R009
t- SPECIAL LATERAL ' DITCH f\ sg \ / PECIAL LATERAL ' DITCH STREAM
(Nmro Swle) y / / (Norm SaoleRIP RAP AT EM6ANKMENT ARMOR M BANK
(Nm In 5wle) ( Ste Ne„e le,
I Mi 1 004
From f yl* Front 10'min. N°euro N°turpl
0.h \ '�� Nalurol 1, °` Dutch round 1.0'min. 2' roun
/.- Grouna ?/° slop` °R`h ROADWAY DESIGN
D s\ ))) P` ° D Gr°de to•min. z• (Tw) Irrp.l ,5� ENGINEER
'S.
Min. D= 1.5 F,. '� y \, \ `� / / / Min. D= 2.0 F. GEOTEMILE GEOTEXHLE l GE.TEXIILE
y EXISTING STREAM BED
-L- STA. 13+00.00 L TO STA. 16+64.00 L \ \ / -L- STA. 17+54.00 L TO STA. 20+00.00 LT type °( Liner= 40 TONS,CL II Rip -Rap Type of Liner- 355 TONS,CL II Rip-Rop
( TI (n \ /� (T) ( ) Ge roxlile= 40s Geo,exlile= 380sr; Est. Exwvorion -405 CY
FROM STA.16+39 TO STA.16+57 -L- LT FROM STA. 16+51 TO STA. 17+06 -L-
THE WATER LINE WILL BE INSTALLED BY THE CITY OF WINSTON-SALI
SITE 1 / FROM STA. 17+41 TO STA. 17+61 -L- LT FROM STA. 17+31 TO STA. 17+51 -L-
EM, AND
n I A THE CITY WILL BE WORKING UNDER A NON -REPORTING NW58. COMBINED
IMPACTS FOR THE WATER LINE AND BRIDGE REPLACEMENT DO NOT EXCEED
o NON -REPORTING THRESHHOLDS. \ /
(D f \ O HYDRAULIC DESIGN
ya N ��/ ENGINEER
I N II STONE
_ -- °°oaso-.
�— �� � c � R I I I I _
� C >
EXIST R/W = — — — — — — — _ — — 0000
0000 � w/LT
EXIST R/ _ T R/W o00o W E%IST-R�
� G I `V I
——T FO—� T FO — — — CP 1'
it
—
rtI
IST R/W=PROPERTY S— —:
LINE 124'HDFE BST SR 301HOLD SALISBURYIRD122'BST DOCUMENT NOT CONSIDERED FINAL
\ 26° 7'34. ' �)• — UNLESS ALL SIGNATURES COMPLETED
x o0xox X/x�xxxxxxxxxxxxxxWx'xx T
/ / F
O
/// w•/LCT ONCo23
--
8 CM STATE OF NOR�TH CAROYA
W W/LT
HC n TTS F F x X EXIST R/W /6'
SURFACE WATER IMPACTS TS TS ROADWDESIGNUNFL
PREPARED BY
TEMPORARY SURFACE WATER IMPACTS
I x I
l a
FILL IN FRIEDBERG MARSH MITIGATION SITE I / PORCH x� 9021DURHAM NCEzx0RIVE
I NC ENS F-]259
(2,172.52sfl
W I I l �j 3SpC i
WATER LINE CONSTRUCTION IN FRIEDBERG
W xxVx MITIGATION SITE _ U
(4,132.16sfI I I l� PERMIT DRAWING
� / m P]CBEILIINJII'NA]R3C IPLAFd
-HAND CLEARING IN FRIEDBERG MARSH MITIGATION SITE W w g I /x I a / SHEET 2 OF 5
(3,076.71sf l� /d
I / 0' 20' 101'
— FMMS— FRIEDBERG MARSH MITIGATION SITE
Scale: 1"= 100' �s'
10 +50 11 +50 12 +50 13 +50 14 +50 15 +50 16 +50 17 +50 18 +50 19 +50 20 +50 21 +50 22 +50 23 +50 24 ?�
750 750
740 U CL 740
> > > > d
>
730 rn 0 730
S A 12+50.0 0i v °' N oo r ND GRADE
E �20.06 +� n M rn TA 21 +48 00
(+)1.2590% ()1.3 18% n N L 716.86
-L- L720
( )1.6437 ° (+ 1.2590% 1. 718%D (-)0.30 %
0
710-------_7 % 710
--
- O
.... O. FT
d7 w •N Nr
2
O M
V vN 6 - rn 2
700 0 0 + r` 1- o > 700
00 � � '00 6OO
�00 `DO F OI,
+CT _ +.D.FT z Zoo
690
v o (DATE OF SURVEY 701.8' (03/08202 ))> �;(2 I"IS EL APR X. 702.4' 690
Lin Ln
---DITCH RADE (LT)
N �
680 0 680
O O)
Ly
;20 - I-
670 670
M Ln N O OD V N r- N 00 01) 00 N O� M M V M 0)
L'M 7 O c'M c') V7 Ln0 �N N� 00 OGO I�
O M O) O) aO 0 00 0 O) G0. O 0) � co r- h co CD
N N N N O
n r�
660 660
10 +50 11 +50 12 +50 13 +50 14 +50 15 +50 16 +50 17 +50 18 +50 19 +50 20 +50 21 +50 22 +50 23 +50 24
B
IDGE HYD
AULIC DAT
DESIGN
/SCHARGE
= 6,8
CFS
DESIGN
REQUENCY
= 5
YRS
DESI
=----7 .
BASE DISCHARGE
= 7,66
CFS
BASE F
QUEN
Y
= IO
YRS
OVER70P
ING DISCHARGE
= 7,66
CFS
0✓ER70P
ING F
EQUE
CY= 100+/
YRS
OVE
- 7 .
DATE OF
SURVEY
= 3/8
I
2022
AT DATE
OF SURVEY
= 70/.
FT

0 DETAIL 1- DETAIL 2 DETAIL 3 DETAIL 4 BP9,RO09
SPECIAL LATERAL 'V' DITCH PECIAL LATERAL 'V' DITCH
(Notro swiel � \� � � �� INorro &elel RIP RAP AT EMBANKMENT ARMORSTREAM BANK
� INM Io Swlel INofto Scale
_ From r F o SDI, F.h 10'm n. O
04
Dnd, �r„°' ROADWAY DESIGN
G.oU�d II NO e� - ___ Slepa r X Naluml 1. 1 roc SIoPe Dltch - _ - _ - - d 1 0'm'n 2' ITYP. _ —
o. G.ede o fisPa -- ENGINEER
Nafu
roe I
/ l
Min. D= 1.6 Ft. Min. D= 2.0 F.
_ l '/ / GEOTEMILE GEOTMUE GEOTEMILE t
i"
- / - Type of Line 40 TONS,CL II R p-Rg TYPE of LmelrnN 355 TTOE N,S,CLEIDI R M.,
-L- STA. 13+00.00(LT) TO STA. 16+64.00(LT) \`\ \ \, j I/� L- STA. 17+54.00(LT) TO STA. 20+00.00(LT) Georeaile 40: Geole0de 3SOry, Es Ex_1— -4°5 cY F
FROM STA.16+39 TO STA.16+57 -L- LT FROM STA. 16+51 TO n
STA. 17+06 -L- .ri.
THE CITY WILL BE WORKING UNDER ANON -REPORTING COMBINED \, SITE / / FROM STA. 17+41 TO STA. 17+61 -L- LT FROM STA. 17+31 TO STA. +51 _L_
ID WATER LINE WILL BE INSTALLED BY THE CITY OF WINSTONSTON- SA) EM, AND
V IMPACTS FOR THE WATER LINE AND BRIDGE REPLACEMENT DO NOT EXCEED
\o
NON -REPORTING THRESHHOLDS.
r
o F v „ ' / O HYDRAULIC DESIGN
N ENGINEER
I v SVkw/
N845E s I
- - - cox=. — - _ - -
_�'
--
S�son/�tos — -. ----- �— C _ — -- - - - — --- ----— -- — --- — — —
— EXFST R/W- E%IST F/W
00
----- AUSBURY=oI =S7 _ / TcP
_� �i � � 000 _ �w/LT
C W
� ,w �.
0000
---�— —
LINE
24HDPr --- F - BST
\ P'' — — — — — —P— — — — — —W
T NOT
$R 30/OLDSBUYIR022BST ELCONSIDERED I_UNLESS AL SIGNATURES COMPLO
— — —\—
STATE OF NORTH CAROL A
0 T g'OM n He c c ., o _ ai x - x )T�� , X x � I E�isT a/w
0
W o0
HC x x x xcy x F "" TS TS F F
0
� > >< x x x
�I
xr, x x x x x s F
F R J 6' ONE w x �l
LLLL SURFACE WATER IMPACTS Nc nc--------- FT
Te -� r/ / ROAL—DEMNUN
E
�W�� W*/LT �m PREPARED BY
SIT2
TEMPORARY SURFACE WATER IMPACTS
I PORCH 9021 BTMR. NO 2 Rp RIVE
FILL IN FRIEDBERG MARSH MITIGATION SITE I i o EI g� X NC ENS F_1253
(2,172.52sfl 9'oL,
\ " / _I
WATER LINE CONSTRUCTION IN FRIEDBERG
MITIGATION SITE \�
(4,132.16sfl PERMIT DRAWING
P] CBEILIINJII]Ei3L' 'NAIPLAFd
o I
- a
HAND CLEARING IN FRIEDBERG MARSHMITIGATIONSITE' � � � g �x SHEET 3 OF Jr
(3,076.71sfl �L
— - a— /W 0' 20' 100.
x —
FMMS FRIEDBERG MARSH MITIGATION SITE _ oo:
— z,
Scale:,, 1in
n, m
14
10 +50 11 +50 12 +50 13 +50 14 +50 15 +50 16 +50 17 +50 18 +50 19 +50 20 +50 21 +50 22 +50 23 +50 24
750 1 1 1 750
740
730
720
710
700
690
680
670
S A 12+50.1
E1.720.06
>
>
-
-
o
ai
17
c
(+)1.2590%
O1.3
18°/G
-L-
(-)1.
437%
— —
— —
—
— —
(-)1.6437
° (+
1.2590%
7EN
O1.
718%D
-
0
0
-----
.5 1--
(ITO
--I---_-
------
O
O.
O
07
-
w
'04
M
Nf�
V
vN
0
CD
n
p
0
00
t
��
'VO
`00
H
BOO
O
>
�00
+ 0,
+
-40+00
_
F
OIL
H
��
-
�
H O
NWS
EL
>
w
N�
p
(D
TE OF SU
VEY 701.8'
(0308202
))
Ln Un
+10
---DITCH
RADE (LT)
NSF
I-
(L
N n L 716.86
(-)0.30 % — — -
BE
IDGE I HYD
AULIC DAT
DESIGN L
ISCHARGE
= 6,8
CFS
DESIGN
REQUENCY
= 5
YRS
DESIGN­'
=----746..
BASE DI
CHARG
= 7,66
CFS
BASE F
QUEN
Y
= /0
YRS
OVERTOP
ING D
CHAR
E= 7,66
CFS
OVER70P
ING F
EQUE
CY= 100+/
YRS
OVERTOPPING
- 7 .FT
DATE OF
SURVEY
= 3/8
I
2022
AT DATE
OF SURVEY
= 70/.
FT
740
730
720
710
700
690
680
670
660 660
10 +50 11 +50 12 +50 13 +50 14 +50 15 +50 16 +50 17 +50 18 +50 19 +50 20 +50 21 +50 22 +50 23 +50 24

PERMIT DRAWING 0
5 10 FORM
SHEET 4 OF 5
X 1 005
730
730
720
720
710
710
700
700
-70 -60 -50 -40 -30 -20 -10
0
10 20 30 40 50 60
70
w
�
P
rn
N
w
O
SURF
E WATER IMPACTS
TEMP
ATERIMPA
TS
701.15
SURFACE
L
17+00.00

WETLAND AND SURFACE 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
12+73 to 17+62
Bank stabilization
0.038
<0.01
208
15
2
12+50 to 17+50
Water line installation
0.050
40
TOTALS*:
0.00
0.00
0.00
0.00
0.00
< 0.01
< 0.01
208
55
0
*Rounded totals are sum of actual impacts
NOTES: