HomeMy WebLinkAbout20190749 Ver 2_840290_Permit Drawings_REV_April2020_20200417Highway North Carolina Department of Transportation
StOCCYllilIj Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) 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, PE
Contractor / Desi ner:
Galen Cail, PE
Address:
1000 Birch Ridge Drive
Raleigh, NC 27610
Address:
1000 Birch Ridge Drive
Raleigh, NC 27610
Phone:
919-707-6711
Phone:
919-707-6711
Email:
gcgiLl@ncdot.gov
Email:
cail ncdot. ov
City/Town:
Count ies :
Stokes
River Basin(s):
Yadkin -Pee Dee
ICAMA County?
No
Wetlands within Project Limits?
No
Project Description
Project Length lin. miles or feet):
0.076 miles SurroundingLand 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 @ I V 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 20'-6" x 7'-3" Alum Box Culvert with 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.
Waterbody Information
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)
•
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1713P.9.C.12
PROJECT—O
LIMITS
VICINITY MAP
(NOT TO SCALE)
OFF —SITE DETOUR
1 1
STATE OF NORTH CAROLINA
DIVISION OF HILnHW:\YS
STOKES COUNTY
LOCATION: BRIDGE NO.290 OVER DANB UR Y CREED
0111 SR 1128 (BROWN ROAD)
TYPE OF WORK: GRADING, PAVING, DRAINAGE AND CULVERT
WETLAND AND SURFACE WATER IMPACTS PERMIT
N'IO
t0 M? OLNE
BEGIN PROJECT 17BP.9.C.12
-L - POT Sta. 13+00.00
END PROJECT 17BP.9.C.12
-L - POC Sta. 17 +00.00
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
STATE
STATE PROJECT REPERENCE NQ
SHEET
NO.
TOTAL
SHEETS
N.C.
1713P.9.C.12
I
STATE PROD. NQ
P. A. PROD. NQ
DESCRIPTION
17BP.9.C.12
WA
PE
17BP.9.C.12
WA
RN/, UTL
17BP.9.C.12
WA
CONST
n
PERMIT DRAWING
SHEET 1 OF 5
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
50 25 0 50 100
DESIGN DATA
ADT (2 015) = 3,400
ADT (2025)= 61800
V = 35 MPH
FUNC CLASS =
LOCAL
SUB REGIONAL TIER
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT = 0.072 MILES
LENGTH STRUCTURE TIP PROJECT = 0.004 MILES
—
TOTAL LENGTH TIP PROJECT — 0.076 MILES
Prepored in the Office of Simpson Engineers & Associotes for
DIVISION 9
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
ROADWAY DESIGN ENGINEER
T�
SIGNATURE: P.E.
PLANS PREPARED BY:
IMPSON 5640 Dillord Drive
S NGINEERS Suite 200
JV ssOCIATEs Cory.952-04688
c919i852-0598 tFoxi
www•Simpsonengr,Com
LICENSE NO. C-2521
2018 STANDARD SPECIFICATIONS
DAVID SIMPSON PE
PLANS
50 25 0 50 loo
RIGHT OF WAY DATE:
DECEMBER 4, 2018
PROJECT ENGINEER'
REID B. ROBOL, PE
HYDRAULICS ENGINEER
P.E.
SIGNATURE:
LETTING DATE:
JANUARY 22, 2020
�.��'
00
Vhb
VHB Engineering NC, P.C. (C-3705)
940 Main Campus Drive, Suite 500
h NC 27606
Raleigh,
g
PROFILE (HORIZONTAL)
11
0 5 0 10 20
HYDRAULIC ENGINEER
DANIEL DAGENHART
NCDOT CONTACT. DIVISION BRIDGE
PROGRAM MANAGER
PROFILE (VERTICAL)
DETAIL 1
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
o�
Fill
Natural 3 Nyt Slope
Ground ? J D F\o
d
Geotextile Min. D= 1.0 Ft.
Type of Liner- Class B Rip -Rap Max. d= 1.0 Ft.
STA. 15 + 13 TO 16 + 50 RT
MICHAEL G. & JEAN MARTIN FULK
PG
CHRISTIE M. EDWARDS DBPB84 PG 117 9
DB 573 PG 27 v CHARLES W.&
BETTY H. JONES
z �0 3 DB 218 PG 916
SITE
60°00' Q w L'i \ �// DANBURY CREEK (a)
WOODS No �S�
TYLER LEE WILSON
rj DE7o� E wooDs DB 669 PG 1436
DPCO \� \ , PB 4 PG 117
EIP EXISTING R/W EIP / �� v
— WOODS CLASS I RIP RAP
�— — — NS
6" PVC I \ PUE PUE / / N �� m > EST. 165 SEST. 110 OY GEOTEXTILE WOODS
—
--G— —— W/LT At I
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
M
M PO Box 700
MOTT Fuquay-Varina, NC 27526
MACDONALD www.mottmac.convbmericas
�►'.i;' �� VHB Engineering NC, P.C. (C-3705)
`v, 940 Main Campus Drive, Suite 500
Raleiah. INC 27606
DENOTES IMPACTS IN
WFA SURFACE WATER
®DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
I ♦�� �� UE
DPCO
EOI e WOODS R
/ EO=— —c— 50K_® IP— / 18, CP 18 DP P BM2 �x\ NESTER 0
_ Ell 80T RI r�E WING
/ HISPERINO CREED— _ _ 7� i 1 \ T A R p �0\ / TO
W / EXISTING
EIP EIP EIP
I�3 —_p DPCO W/LT
DPC0 EIP ►� - \ �__ = ♦',� A\ /
Cf-i E\ W/LT i GR l E� — �� F �� 24, PAVED ROAD � SjNG Raw
,� m / / 20 6 x 7 3 ABC w+W—_ _
Dlwl 1tiN �I I �PuDP �O \\FSO �� SR 112$ BRjR%/ DI �x
t I / P
t I � R
EIP CP ten,
PUE F —�„ _ _ ' 15 RCP DPCO
WOODS /gym DI \ CA 13 A5
F 12" RCP
F U — — EIP\ \ 0
O C I / o C,
EIP >I z MICHAEL SHANE &
/ I (_:I �
II
is DUES Q���Q A o \ � \ JULIE ANN LYONS
PCo DB 418 PG 882
S1 A
o I II
LOWELL W. &
CLASS I RIP RAP WOODS
EST.300 TONS DI
JOAN E. GARRETT EST. 325 SY GEOTEXTILE Zs-ANTHONY R. 6E DB 537 PG 1837 CLASS B RIP RAP DONALD & 82 69
EST.1 TON z o BETTY HAMPTON
EST.5 SY GEOTEXTILE Qj DB 233 PG 637
SPECIAL LATERAL DITCH Qj DI
SEE DETAIL 1 60 °o
EST.40 TONS RIP RAP Ij
INLET DETAIL 3 EST. 70 SY GEOTEXTILE O
t� EIP
NTS 0'-6"x7'-3" ABC NANCY T. SINGLETON
DB 691 PG 116
PB 15 PG 66 4
i o
\ NANCY T. SINGLETON k
PG 116
NG
IN,\ /DB PB 15PG66
`J 2' (TYP)
F,��STiyG
EXCAVATION = 70 C CLASS I RIP RAP R/\
W/GEOTEXTILE
0 TLET DETAIL \
NITS
20'-6"x7'-3" ABC �NG
2' (TYP)
%
CLASS I RIP RAP
W/GEOTEXTILE LE_ATION = 125 CY
------------------------------------------------------------------------------------ - - - - -� /------------ - - - - - -
--------------------------- F---------------------------------------------------------------- - - - - --
DETAIL 1
SPECIAL LATERAL 'V' DITCH
( Not to Scale)
w
Co
z�
of14
w-69-
Q 0
z_64
rr f&
LLI (4 {fr
cn -64 w
61�Q
kpf _64o
0 Eft 64
-----------------------
o�
Natural
Ground ? J D F\o
d
Geotextile Min. D= 1.0
Type of Liner- Class B Rip -Rap Max. d= 1.0
Fill
Slope
STA. 15 + 13 TO 16 + 50 RT
-c"i
WIX
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
980 � /� PO Box 700
MOTT 1Y1 Fuquay-Varina, NC 27526
\ \ \ \ \\ \ \ \\ �- � / �/ ��/ / / / J ( � \ \\\ � � \ \ `� / Qa� / MACDONALD www.mottmac.com/americas
\ \ \ '_ ..
1 �\ \\\� / \/ / / /�@ \ \\ \ _� �►'�; VHB Engineering NC, P.C. (C-3705)
940 Main Cam us Drive, Suite 500
�VI1V Raleigh NC 27606
—975 r_ _�5—�///�
1- — �— / 965 DENOTES
ACE WATER
IN
SURF
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
_\ \ � _� _\��\\\� � � / �h � / / � � � �- ` �- � � / / / gym' j, \ — — -- — — —96m• / / / � % - ���� � i /�Jr 96— � � /
_970-
JEAN MARTIN€L3Llf-�/YA///
DB 688 PG 1709 /'( �.m�b----
\ �TIE�vI E��ARDS.s \ PLC 4—�G / a \ / // /
�� / 5'f �PG \6m. /� / I I CHARLES W. & /
—975- — �-
/�� /� ��\ �// j ( BETTY H. JONES
/ / 1 DB-2f8 PG 916
/" DANBURY C69 2
s
LF
_ TYLER LE WILS�\
/ \ \ \ \ / i \ \ o\ w 6S `� a / DB 669 436
MISTING R/W Ell: \� / �7 RIP RA ` \\L
\ > <— —975.
�DS/ ✓110 TON \ 1 / J ( j /� 1
6" PVC � \ PUE PU � � m T. 1 SY RAP
/ � � / \ �O
_ / /�
W/LT QJt \J I L� ��
_ —DPCO ODD / / // / \ I I J /
�_�� — — — — — c _ 5oK �� /� 8" cps %I�\— \� \\
�— —5 — — — /
/ —955 -- — EIP / 18" DP RI
/ — — o —955 — \ —! , �� / _C / e B M 2/ �N INONES I /
�� �T P(�
�' PER IG CREEK DF? __ — �� � \ �—�—� T /
_ O W� �i EXISTING R/W—�— ` i j =_ \b/" - '\ // !� o.
EIP EIP-�-\�
VV LT 'Ile
El
W/LDPCOT �G E / /%� �� \
20 -6 x T-�3 AB �` / ��� 24' PA
/�
DPC0 \ \FS / ��_ / / g gRp��yN R0 D
BMI P�8 / j—/ �` / / Ili P
zEIP —\ �— �� %q5o ^ 1 , P \—/ \/ / /— '� DPCO
\ �9so. \ f WOODS OF jH. r , F / 97/4� CA Q5
\ /
50% _.• � UE /`- / �ei w \ \ MICR HANE \ � �
DUE / /E o JULI ANN YON
A DB�418 P� 882� �\� )
�cLAss I RIP RAP wo / / V
�� r �/ \\\ ( 1 � / I
GARRETT EST. 300 TONS / / \ �/� o \ -� --ANTHONY R. o E �Dl �°
DB 537 PG 1837 ��
EST. 325 SY GEOTEXTILE 9 / // / /� \� QNALD & \ DB 482 PG 66 I
�b6 / /
SPECIAL LA Mk-L DITCJ9 / 6 DI // / — �\
SEE DETAIL`1
EST. 40 TONS. RIP/ P
EST. 70 SY G TE IL
INLET DETAIL �
NTS —
O,_6"x7'-3" ABCm�b� ANCY �: SINGLETON
NGJ --- �— —
2' (T Y P) / /
XM
\�
CLASS RIP RAP cD
/M/(/
EXCAVATION = 70 C W/GEOTEXTILE�� �j/ % ) / � / / % \ �\ \ \ \ \ s J
ab— , ����11/l, w j
0 TLET DETAIL
NTS
20'-6"x7'-3" ABC �NG
2' (TYP)
CLASS I RIP RAP
W/GEOTEXTILE LE ION = 125 CY
96(
a
1
JEAN MARTIN FULK
DB 688 PG 1709
PB 4 PG 117
'' E I P
DPCO
-
---------
W/LT
GR G - CIP ---�
DPCO
ED8 'P
PVE -, n
S
CLASS I RIP RAP
EST. 300 TONS -
EST. 325 SY GEOTEXTILE
CLASS B RIP RAP
EST. 1 TON -
EST. 5 SY GEOTEXTILE
ANCY T. SINGLETON
DB 691 PG 116
PB 15 PG 66
PERMIT DRAWING
SHEET 4 OF 6
CHARLES W. &
BETTY Ho JONES
DB 218 PG 916
SITE��\ DENOTES IMPACTS IN
1 _ ..,�, Gov rRFFK %c,! SURFACE WATER
SPECIAL LATERAL DITCH
SEE DETAIL 1
EST. 40 TONS RIP RAP
EST. 70 SY GEOTEXTILE
DONALD &
BETTY HAMPTON
DB 233 PG 637
ANTHONY
DB 482
R. MOORE
PG 669
*Rounded totals are sum of actual impacts
1 A=OUTLET NC DEPARTMENT OF TRANSPORTATION
1 B=INLET DIVISION OF HIGHWAYS
** CHANNEL BED RIP RAP and BANK STABILIZATION STOKES COUNTY
17BP.9.C.12
Revised 2018 Feb SHEET 5 OF 5
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE ER 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
20'-6" x 7'-3" ABC
< 0.01
14
1A
14+55/17+74 -L- RT
RIP RAP IMPACTS
0.01
34
1A
14+16/14+37 -L- RT
DEWATERING
< 0.01
12
1 B
14+91 /15+12 -L- LT
20'-6" x 7'-3" ABC
0.01
18
1 B
15+24/15+39 -L- LT
RIP RAP IMPACTS
0.01
26
1 B
15+18/15+46 -L- LT
DEWATERING
< 0.01
7
TOTALS:
0.03
< 0.01
92
19
0
Perm SW
Temp SW