20201372 Ver 1_DF16012.2023801_Permit Package_20210203

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North Carolina Department of Transportation
Highway Stormwater Program
STORM WATER MANAGEMENT PLAN —
(Version 2.08;Released April 2018) FOR NCDOT PROJECTS
WBS Element: DF16012.2023801 TIP No.: County(ies): Cleveland Page 1 of 1
General Project Information
WBS Element: DF16012.2023801 TIP Number: Project Type: Bridge Replacement Date: 1/5/2021
NCDOT Contact: Steven D.Rackley,PE Contractor/Designer: Marc T.Shown,PE
Address: 1710 E.Marion St. Address: 1000 Birch Ridge Dr
Shelby,NC 28151 Raleigh,NC 27610
Phone: [phone] Phone: [phone]
Email:[e-mail] Email: [e-mail]
City/Town: Earl County(ies): Cleveland
River Basin(s): Broad CAMA County? No
Wetlands within Project Limits? No
Project Description
Project Length(lin.miles or feet): 0.180 miles Surrounding Land Use: Rural
Proposed Project
Project Built-Upon Area(ac.) 0.5 ac. 0.5 ac.
Typical Cross Section Description: SR 1226:Two eleven feet wide paved lanes(total 22 feet wide),four feet wide shoulder SR 1226:open shoulder section,two nine feet wide paved lanes(total eighteen feet
on each side(eight feet wide with guardrail). wide)
Annual Avg Daily Traffic(veh/hr/day): Design/Future: 1300 Year:2040 Existing: 1100 Year: 2016
General Project Narrative: This project is the replacement of the NCDOT Structure Bridge#220072.The existing bridge length is 300 feet(6 @ 50'RC Deck on I-Beams)while the proposed bridge spans
(Description of Minimization of Water will be 300 feet(3 @ 100'39"Box Beam).A temporary causeway is needed to remove the debris and collapsed spans due to the February 6,2020 rain event.The proposed
Quality Impacts) bridge will have deck drains both sides of the bridge that are outside top of banks and not over the water.The road runoff will be discharged onto rip rap pads located as far
away from the creek as practicable.
Waterbody Information
Surface Water Body(1): Buffalo Creek NCDWR Stream Index No.: 9-53-(5)
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification:
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? No Comments:
NRTR Stream ID: 9-53-(5) Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N/A 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)

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`tl "�1 • �'Q q 11 ` STATE STATE PROJECT REFERENCE NO.
��� � See Sheet � A For Index of Sheets ST A I , • • ° li ( \ Is • `� \ i T S No T T TOTAL
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N . C . B-5848 i
II 122019 VISI * N * I ' HI ( ili \ V STATE PROJ.NO. F.A.PROJ.NO. DESCRIPTION
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kr? 221 o 1230 _. LOCATION: REPLACE BRIDGE 72 OVER BUFFALO CREEK
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' ON SR 2226 (LA VENDER ROAD)
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�--'� /4.,' �''i'w� TYPE OF WORK: GRADI11tG, DRAI11tAGE, GUARDRAIL,
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C,..) � �- � � PAVING, AND STRUCTURE t
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DOCUMENT NOT CONSIDERED FINAL
I n UNLESS ALL SIGNATURES COMPLETED
U • • CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III .
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il IL co) GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared in the Office of:
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o� ADT 2016 = 1 ,100 DIVISION OF HIGHWAYS
L7 $0 25 0 $0 10o 1000 Birch Ridge Dr., Raleigh NC, 27610 NONp
1 co ADT 2040 = 1 ,300 LENGTH OF ROADWAY TIP PROJECT B-5848 = 0.123 MILES �� °� � ��
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U r`'� iiiii�_� K = 11 % 2018 STANDARD SPECIFICATIONS �@ it
�j PLANS D = 60 % LENGTH OF STRUCTURE TIP PROJECT B-5848 = 0.057 MILES P.E.II ��Un 5O 25 O 5O BOO o * _ SIGNATURE: � '' )
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� _ _ _ T = 4 �o TOTAL LENGTH OF TIP PROJECT B-5848 — 0.180 MILES RIGHT OF WAY DATE: STEVE RACKLEY, PE (E*
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� �~ � Er� I ��� PROJECT E1�GINEER ROADWAY DESIGN �' �'' Z° QV = 50 MPH DECEMBER 16, 2020 ENGINEER � �@
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o + F� PROFILE (HORIZONTAL) * TTST = 1 % DUAL 3%
N � � O 10 5 0 10 20 FUNC CLASS LETTING DATE: THAD F. DUNCAN , PE
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PROJECT DESIGN ENGINEEII R° � � l COLLECTOR TBD
III n �� � , � PROFILE (VERTICALS SUBREGIONAL TIER
P.E.
I � c�� N \ � \_ i � 1 � SIGNATURE: ,i J�

°' ' PROJECT REFERENCE NO. SHEET NO.
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1. Using turbidity curtains, maintain the post—storm stream flow around the storm debris but at no pointco
\ PHASE 1 during Phase 1 shall more than 50% of the post—storm stream flow be impacted. ROADWAY RNJ SHEET NO.
DESIGN HYDRAULICS
ENGINEER ENGINEER
2. As the work pad is constructed, remove debris from the upstream side of the work pad and work
downstream.
O NOT USE FOR 2/
3. After removing the bridge components and the debris from the stream, minimize the impacts to the
post-storm stream flow while drilling the borings for the proposed interior piers.(see Geotechnical Special I
provisions)
4. After approval of final foundation recommendations by NCDOT Geotech unit, install drilled piers for both
interior bents while maintaining the post—flood stream flow as directed by the engineer DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SI URES COMPLETED
o\ - %1*.ilti ti 5. After completing all interior bent work, remove the work pad and turbidity curtains in a manner that allows
cr o 2Q the stream to return to its pre—storm channel.
a` �o�'` Temporary pipe is to be removed when causeway is removed. /
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\ .1 TEMPORARY IMPACTS /
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IN SURFACE WATERS
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p DB 1600 PG 999
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JACOUELINE H.LAVENDER ) / EXISTING NON—JURISDICTIONAL
1 \,zESTATE FILE I3E PG 409 I ) DRAINAGE DITCH
= DB 6/1PG 365
MIRIAM J.PENN
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22O oo TEMPORARY WORKPAD BROWDB 1206 PROPERTIES.INC.
PB 20 PG 156
W \ REBARBw O S 2,1'239'13'E REBAR
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99,0°•W p1PP VJ�/1N
POST—STORM STREAM o O.
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' � IMPACTS IN SURFACE WATER
PERMIT DRAWING
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SHEET 3 OF 10
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2 WETLAND AND SURFACE WATER IMPACTS PERMIT
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In 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-14+12 to 15+22 Causeway 0.30 201
2a -L-13+53 to 14+62 Bank Stablization 0.03 284
(Begin Bridge Side)
2b -L- 14+53 to 15+33 Bank Stablization 0.03 -
(End Bridge Side)
TOTALS*: 0.06 0.30 284 201 0
*Rounded totals are sum of actual impacts
NOTES:
Bank stablization length measured along the centerline of the stream from the extents of the impacts. NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
1/14/2021
Cleveland
DF16012.2023801
Revised 2018 Feb SHEET 1 OF 1