20161008 Ver 1_G-016 Permit Drawings 610228_20161019

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H1ghW� North Carolina Department of Transportation
. . Highway Stormwater Program ��^
STORMWATER MANAGEMENT PLAN �� °�'
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 17BP.8.R.58 - 6102: TIP No.: County(ies): Montgomery Page 1 of 2
General Project Information
WBS Element: 17BP.8.R.58 - 610228 TIP Number: Pro'ect T pe: Brid e Re lacement Date: 7/22/2015
NCDOT Contact: Galen Cail Contractor / Desi ner. STV En ineers, Inc.
Address: 1020 Birch Ridge Drive Address: g00 West Trade Street, Ste. 715
Raleigh, NC 27610 Charlotte, NC 28202
Phone: [phone] Phone: [phone]
Email: Email: Edward.Vance stvinc.com
Cit ITown: Tro Count ies : Mont ome
River Basin s: Yadkin-Pee Dee CAMA Coun ? No
Wetlands within Project Limits? Yes
Pro'ect Descri tion
Pro'ect Len th lin. miles or feet : 0.07 Surroundin Land Use: Urban, rural, and agricultural land
Pro osed Pro'ect Existin Site
Pro'ect Built-Upon Area ac. 0.5 ac. 0.1 ac.
Typical Cross Section Description: 40'-6" shoulder point to shoulder point with no guardrail Two 9' lanes
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 420 Year: 2025 Existin : 260 Year: 2010
General Project Narrative: This project, SF-610228, consists of constructing a new 31'1" x 9'2" aluminum box culvert, 20' out-to-out width which will replace the existing 30'8" single span bridge. The
(Description of Minimization of Water project is located in Troy, NC on SR-1320 which is classified as a local road. The surrounding area is urban and rural residential and agricultural land. The drainage area for
Quality Impacts) Suck Branch at this crossing is approximately 1.2 square miles.
Riprap aprons are located where ditches tie into the stream banks.
Waterbody Information
Surface Water Body (1): Suck Branch NCDWR Stream Index No.: 13-25-20-11
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T8E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No 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
(If yes, provide justification in the General Project Narrative) General Project Narrative)

HlghWay North Carolina Department of Transportation ���
• —�� Highway Stormwater Program �=�,,����%_
STORMWATER MANAGEMENT PLAN ��
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 17BP.8.R.58 TIP No.: Count ies : Mont omer Pa e 2 of 2
Bridge to Culvert Avoidance and Minimization
Proposed Structure Summary
Sheet No. & Station Sheet No.: 4 Station: 13+90 Number of Culverts: 1
Drainage Area (ac or sq mi): 1.2 sq. mi. Culvert Width/Diameter (ft): 31'-1" x 9'-2" Aluminum Box Culvert
Surface Water Body: (1)Suck Branch Culvert Hei ht ft: 9'-2" with 1' buried below stream invert
Culvert T e: Aluminum Box Culvert Culvert Len th ft 40'-6"
Avoidance and Minimization Efforts: Used 9' lanes to minimize the length of culvert and stream impacts
(Bridge to Culvert) End walls used to minimize the length of culvert and stream impacts
Stream section/geomerty will be maintained thru culvert with the use of sills
Maintaining low flow velocities
Stream Slope Fish and/or Aquatic Life Passa e
Existing Avera e Stream Slope %: 1.00 % Existing Low Flow Channel Dimensions 8' wide x 1' deep
Proposed Culvert Slope %: 1.00 % in the Stream:
Culvert Burial
Proposed Culvert Burial Depth ft: 1'
Existing Streambed Material: Sand, Gravel and Cobbles Proposed Low Flow Dimensions 8' wide x 1' deep
Through the Culvert:
Proposed Sills/Baffles: 2'-0" Sill at each end of culvert with low flow channel
8'-0" wide x 1' deep low flow channel with 1' flood Existing Low Flow Velocities in the
bench Stream ft/s : 0.7 f.p.s.
ropose ow ow e oc� ies roug
the Culvert ft/s : 2.4 f.p.s.
Alternating Low Flow Sills/Baffles: Low flow sills provided at each end;
No baffles provided because of flat slope (1 %)
Culvert/Stream Ali nment
Stream Patterns Upstream and Downstream None
of the Culvert that Could Affect Fish
Passage and Bank Stability:
Bed Forms Impacted by Culvert (riffles, No significant bed forms
pools, glides, etc.):
Low Flow Floodplain Bench Required? Yes
(provide justification)
Sharp Bends at InIeUOutlet? No Stream is relatively straight through the culvert
(describe culvert alignment with stream)
Stream Realignment Necessary? (provide No
justification)
Bank Stabilization: Class I Riprap proposed for stream banks and slopes of the floodplain bench.
Outlet Velocities
Natural Stream Channel 2- r Velocit ft/s : 2.8 Natural Stream Channel 10- r Velocit ft/s : 3.1
Proposed Culvert 2- r Outlet Velocit ft/s : 3.2 Proposed Culvert 10- r Outlet Velocity ft/s : 3.9
Roadwa Geometric Considerations
Evaluate/Describe Roadwa Geometric Constraints:
No significant roadway geometric constraints

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See Sheet 1A For Index of Sheets
See Sheet 18 For Standord Symbology Sheet
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BEGIN PROJECT I7BP.8.R.58
—L— STA.12 + OS.00
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BEGIN CULVERT
-L- STA. 13 + 74.46
1. THIS PROJECT IS WITHIN THE MUIVICIPAL BOUNDARY OF TROY.
2. CLEARING O1V THIS PROJECT SHALL BE PERFORMED TO
THE LIMITS ESTABLISHED BY METHOD III.
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 l0 0 20 40
PROFILE (HORIZONTAL)
4 2 0 4 8
PROFILE (VERTICAL)
DESIGN DATA
ADT 2010 = 260
DHV = N/A
D = N/A
T = 6% *
V = 35 MPH
= TTST = 3% DUALS = 3%
FUNC. CLASSIFICATION:
LOCAL RURAL
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M01�TGOMER Y CO U1�TY
LOCATION: BRIDGE #6I0228 OVER SUCK BRA11lCH
ON SR 1320 (WILLIAMSON STREET)
TYPE OF WORK GRADING, PAVING, DRAIIVAGE, £� STRUCTURE
SURFACE WATER IMPACTS PERMIT
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PROJECT LENGTH
LENGTH OF ROADWAY PROJECT 17BP.8.R.58 = 0.061 MILES
LEIVGTH OF STRUCTURE PROJECT 17BP.8.R.58 = 0.006 MILES
TOTAL LENGTH OF PROJECT 17BP.8.R.58 = 0.067 MILES
NCDOT CONTACT: VIRGINIA MABRY
Priority Projects Unit
wT6 STAT6 PROlBCT R6Y6R6NC8 N0.
��� 17BP.8.R.58
STATB PROI.NQ P.A.VROI.N0.
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END CONSTRUCTION
—L— STA. 17+43.77
END PROJECT 17BP.8.R.58
—L— STA.15 + 57.00
NO OUTLET
Permit Drawing
Sheet 1 of $ � SMITH—ROWE, LLC
INCOMPLETE PLANS
no xoT use xon coxsrrtucTco.�- STV Engmeers, InC.
STV 100 90o Wes� rroae >,, s����e �,5
DOCUMENT NOT CONSIDERED FINAL e�z�. Cna�iotte. NC 2e2o2
UNLESS ALL SIGNATURES COMPLETED Ne ���e�se N�mee� v—oe9�
PLANS PREPARED FOR THE NCDOT BY:
STV ENGINEERS,ING.
900 West Trade St., Ste. 715, Charlotte NC, 28202
NC License Number F-099!
20/2 STANDARD SPEC7F7CATIONS
HYDRAULICS
ENGINEER
RIGHT OF WAY DATE: GERALD H. McCAULEY, PE ROADWAY
MAY 2 0�? O� 4 PROJECT ENGINEER DESIGN
ENGINEER
LETTING DATE: ETHAN P. WRIGHT, EI
MAY 2 0� Z O� 4 PROJECT DESIGNER
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�5/GN FREWENCY ± 25 YRS ',_ _
�S/GN HN' ELEVAT�V 5282 FT -- - - _. _
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OVERf�PING D/SCHARGE � 860 CFS
OVERTOPPING FREOUENCY- +/-,50 YRS LEfT DITCH
aEirroPridc E[tvnraN - 52as fr ------------• RIGHT DlTCH
516 DaTE OF SUAVEY � 6 J-2W5 BM•l BL-l02
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AT DATE � SUftVEY � 5P/J � 62J2' RIGHT 12.80' LEfT .
EL = 526.02 EL = 52885'
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(-1oJ187% ( 123 K = l5 --- 532
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STAl4�►0554 -L- STA14+74.68
� -DW- STAIl+28.57 �
Pl = 14+05A0 I EL = 529.6/'
EL = 53/25'
VC = 85' � p/ _ /5+30.IX
K = 52 ' EL = 528.3d
OS = 90 MPH � � VC = 50'
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DS = l5 MPH
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PROIECT REFERENCE NO. SHEET NO.
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BR/DGE '6/0228
40' 0' 40'
Permit Drawing
Sheet 3 of a
— — GRAPHIC SCALE
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� � I: STA10+40.W Pl = 10+84.(DIO �.
EL = 53023 VC = � �' _ 536
K = l Pl = ll+/OA7 -
Pl = 1Ot52A0 EL = 52923' -
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-DET- STA14+08J4 '� 524
EL = 53073'
END GRADE
-DW- STAII+l957
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- -- - EL = 529.42
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Pl = 1Ot52A0 EL = 52923' -
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END GRADE
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10 11

LEGEND
�DENOTES IMPACTS
IN SURFACE WATER
�DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
� ' �/
�/
� STREAM PERMIT IMPACT
� '
', � I
AREA (AC) LENGTH (FT)
�� �� SW IMPACTS 0.02 110
o �
" TEMPORARY
� ��L7 � � - SW IMPACTS 0.03 57
m I
i` � 2
� � �G i
- �/ {� i
� � MIPoAM J�GIA
DB 573 PG 2�9
� DB 132 PG 432
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--------- _� —�\
�_ — -- ---_"—
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= �
BOX CULVERT &
IMPACTS IN
SURFACE WATER
-L-
SR 1320 (WILLIAMSON STJ
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JAMES & DEDIE WEpyER'/� �
DB 301 PG T22 • `�� (� �
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DIVISION OF HIGHW.�YS
MONTGOMERY COUNTY
PROJECT: 17BP.8.R.58
BRIDGE x�228 OVER
SUCg CREEg
ON SR 1320
(WILLIAMSON STREET>
SHEET 1 OF 1 2/ 11 � 2016
\
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---J Fv.
BANK STABILIZATION
& IMPACTS IN
SURFACE WATER
DUE DU
Permit Drawing
Sheet e of a
-
TEMPORARY IMPACTS ��
IN SURFACE WATER MIRIAM JICHA
��
DB 573 PG 249
DB 132 PG �32
F-----____
- BANK STABILIZATION PDE P�E-
& IMPACTS IN
SURFACE WATER �___
---------_
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DB 573 PG 249
DB 132 PG 432
- TEMPORARY IMPACTS
IN SURFACE WATER
—DUE C
���� �
20' 0' 20'
GRAPHIC SCALE

WETLAND PERMIT IMPACT SUMMARY
WETLANDIMPACTS SURFACE WATERIMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 -L- 13+74 to 14+06 Aluminum 0.01 41
Box Culvert
1 -L- 13+74 to 14+06 Bank Stabilization 0.01 0.02 69 7
1 -DET- 12+54 to 12+87 Tem ora Pi e Culvert 0.01 50
TOTALS: 0.02 0.03 110.00 57.00
Rsnsetl 3131/05