20130394 Ver 1_Application_20130412

STATE OF NORTH CAROLINA
e4%-,@
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DEPARTMENT OF TRANSPORTATION 8' 1,V C8
BEVERLY EAVES PERDUE
GOVERNOR
April 12, 2013
USACE
Raleigh Regulatory Field Office
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
Attention: Eric Alsmeyer
NCDOT Coordinator
EUGENE A. CONTI, JR.
SECRETARY
2,0130394
Subject: Replacement of Bridge No. 720002 over Mill Creek on SR 1519 (Street's Store Road) in
Person County. TIP No. BD- 5105L; WBS Element No. 45351.1.12
Dear Sir:
The North Carolina Department of Transportation ( NCDOT) proposes to replace this bridge. This
project is being processed under the Low Impact Bridge Replacement Program. The following are
attached to this cover letter:
Attachment G: Low /Minimal Impact Bridge Data Sheet
USGS Topographic Map
Attachment L: NCDENR -DWQ Nationwide 3/WQC #3883 Data Sheet
Stormwater Management Plan
Jurisdictional Resources Summary Sheets
Permit Drawings
If you have any questions or need additional information, please contact Mr. Chris Murray at (919) 220-
4633. °
Sincerely,
CA�
1—d 1J. W. Bowman, P.E'6
Division Engineer
c: Division 5 file, NCDOT
Rob Ridings, NCDENR -DWQ
Division Five— 2612 North Duke Street, Durham, North Carolina 27704
Telephone. 919 - 220 -4600 Fax [phone]

Low/Minimal Impact Bridge Project Data Sheet
TIP NO
BD -6106L
jWBS
45351.1.12
iCounty
Person
Bridge Number
Bridge 720002
Description
Bridge No. 2 over Mill Creek on SR
1519
Basin
tion..
Stream !SIN
!Type_ L
!Size
Roanoke
C
Inland
25 ft
Type
Existing Structure �'Size
I Suff. Rating
span -
62 ft. x 19
17.9
Proposed Structure , Type..
,Size
2-an
p
110 fts. x 30 ft.
Stream 1USACEImpacts- L( F)
rN;n 464 Impacts (LF)
4.5 . linear feet
0 linear feet
Impacts __
IUSAC5 pacts (A (&
­ L qJ
Wetlands (INon 404 Impacts (AC).
;CAM
0.01 acre
0 acre
-46i Applicable
NC DWQ Buffers i Impacts (SF)
Not Applicable
Buffer Application Required (>40 ft) (YIN) •
No
NC DWQ StormWatei! Permit Required (Y/N)
No
i
Habitat (y/n)
T&E !Species Present
Bict Conclusion
dwarlwedgemussel. No
dwarf wedgemussel No
dwadwedgemussel No Effect
!Type
Moratorium ! - — -
Dates
Not Applicable -
Not Applitci6ie'
Native/Hatchery
Trout Waters •Trout Species Present
!Trout Conditions (Y/N)
1WRC Reviewer
Not Applicable
Not Applicable
Not Applicable
Not Applicable
CAMA'AECs
Not Applicable
Essential Fish
I Habitat (y/n)
No
Nay.10pening
Not Applicable
USCG'Permit
Not Applicable
Historic I Properties
No Survey Required
Archaeological I Resources
No Survey Required
Tribal (ands
Not Applicable
4(f)
Resources
Not-Applicable
6(f) [LWCF]
Resources
Not Applicable
Wild and Scenic River
Applicable
ppL le _q__
Forest Service i Lands
Not Applicable
TVA'Area
Not Applicable
FEMAJBuyout
Not Applicable
FEMA Flood Study
MCA
USTs Haz Mats
Not Applicable
lRelocatees
Not Applicable
Location , LAT
,LONG
36.4494889 deg_ __
78.8970493 deg.
Project Comments
Completed by:j
lea gineer
;Division Environmenta—t*(Wicer
i
4/12/2013

I GrA
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Cohen H. Sullins
Governor Director
Attachment L: Low Impact Bridge Replacement Process
Low Impact Bridge Project Number: BD -5105L County: Person
Bridge No. 02 over Mill Creek on SR 1519
WBS Element Number: 45351.1.12
This project is subject to the Low Impact Bridge Process as agreed to on October 6,
2009. This project meets the documentation requirements and approval procedures
under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project
meets the standards of NCDOT's Minimum Criteria Rules.
Date: April 12, 2012
Applicant Name: J. W. Bowman, P.E.
Applicant Address: 2612 N. Duke Street
Durham, NC 27704
Primary Contact for Project: Chris Murray, PWS
Phone Number: (919) 220 -4633
Is this an after - the -fact application:—Yes X No
River Basin: Roanoke
Stream Classification: C (DWQ Index Number: 22- 58 -15 -2)
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 3 – Maintenance
State: General Water Quality Certification #3883
Local: None
Project Description: Replacement of existing three -span bridge (62 foot long bridge) with a
longer two -span bridge (110 foot long bridge).
Permanent Impacts: See attached permit drawing and summary sheet. Note stream impacts.
Stormwater Information: See attached stormwater management plan.
Signature:
Print Name: C' I E Ci
Title: /1, - -) J
Transportation Permitting Unit
16'0 ?.tail Serve; . Center, Raleigh, Norm Caral;na 27599 -1650
Looation: 2321 Crab'.ree Blvd., Raleigh, North Carolina 27604
Phone. 919- 733 - 171101 FAX: [phone]
inremet: hvp'!12'J?IL stare.n,.uslnc:reUands!
An Equal f'p 3ur,i y i Affirma'r:o Ac' on Em,. ,)ye,
Dee Freer.lan
Secretary
One
NorthCarolina
,/ V atut "ally

STORMWATER MANAGEMENT PLAN
Project: 45351.1.12
I.D. No.: BD -5105L — Person 2
Person County 3/25/2012
Hydraulics Project Manager: W. Herbert Turner, Jr., PE (Florence & Hutcheson)
Randy Henegar, PE (NCDOT Hydraulics Unit)
ROADWAY DESCRIPTION
The project consists of construction of a new 110 feet long cored slab bridge to replace
the existing 62 foot long bridge #2 on SR 1519 over Mill Creek. The total project length
is 0.138 miles. The project is located in the Roanoke River Basin. The project drainage
system consists of grass shoulders, grated inlets with associated pipes, rip rap pad at the
pipe outfall.
Jurisdictional Streams: Mill Creek
ENVIRONMENTAL DESCRIPTION
The project is located within the Roanoke River Basin in Person County. The stream is
classified as Class C. Storm water impacts to the stream have been minimized by
utilizing sheet flow on grass shoulders along the roadway, using rip rap pad to diffuse
flow before entering the stream. The existing drainage patterns have been maintained
with the hydraulic design of the project.
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
The primary goal of Best Management Practices (BMPs) is to prevent degradation of the
states surface waters by the location, construction and operation of the highway system.
The BMPs are activities, practices and procedures taken to prevent or reduce stormwater
pollution. The BMP measures used on this project to reduce stormwater impacts are:
Sheet flow on grass shoulders along the roadway
This will promote infiltration and filtration of pavement runoff by directing sheet flow
over grassed shoulder slopes.
Outlet protection with rip rap
Rip rap outlet protection is provided at end bent two to dissipate energy from the bridge
storm water to provide a non - erosive sheet flow (approximately 80 feet) for infiltration
and filtration before entering the stream with Q 10max =0.45 cfs and V l 0max =0.70 fps.
Deck drains to avoid direct discharge into stream
There will be (14) 8" x 4" drainage openings at 6' spacing on the left and right side of the

bridge from Station 14 +12 to 14 +24 LT and RT and from 14 +94 to 15 +12 LT and RT to
avoid direct discharge into surface water.
Bank stabilization
Bank stabilization with class II rip rap is provided on the stream banks near 14 +50 and
15 +05 to provide long -term bank stability to prevent erosion. This will provide a stable
stream and the stream will not degrade in the evolution process.
NCDOT BMP to dewater
NCDOT standard BMP will be used to dewater and isolate work area in order to
construct the rock plating in the dry.

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WT °
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BD -5105L Y
- �_, -N } • tv Bridge No. 2 over Mill Creek on SR 1519 .ry -
' Person County \
1 24,000 1 -
' Lat : 36.4494889 deg ; Long.: 78.8970493 deg
!, � _ �� ~�� `•. �1 .' � .. `��:1 fir-' •`�' ' ` �� ' ' � . ' ' _. _
Magnetic Declination .... • Y "••
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SCALE 1:24000
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Copyright (C) 1998, Maptech, Inc.

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DETAIL OF CAUSEWAY
FOR EXISTING BRIDGE
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EAST SIDE)
14'
CLASS "I" RIP RAPS
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EXISTING
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