20140086 Ver 1_401 Application_20140127

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STATE OF NORTH CAROLINA „'untUrCij
DEPARTMENT OF TRANSPORTATION���4'��ti
BEVERLY EAVES PERDUE
GOVERNOR
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
January 27, 2014
X0, 1;40086.
Subject: Replacement of Bridge No. 023 over Cedar Creek on SR 1105 (Mays Crossroad Road) in
Franklin County. Project Number (aka WBS Element No.): 17BP.5.R.30
Dear Sir:
The North Carolina Department of Transportation ( NCDOT) proposes to replace this bridge. This
project is similar in'nature to projects processed under the Low Impact Bridge Replacement Program
( LIBRP). Accordingly, the LIBRP format has been utilized in the permitting of this project. A site visit
was conducted by USACE on January 25, 2012.
A Biological Conclusion of May Affect -Not Likely to Adversely Affect has been provided for the
federally protected dwarf wedgemussel. Anticipated project impacts were, sent to the USFWS on
February 7, 2013. The USFWS as concurred with these findings on February 14, 2013.
Note: The project involves relocation of an underground water line. This utility relocation work is
separated from bridge replacement program due to timing of both activities. It has recently been
determined that the line will be installed using trenchless installation. Accordingly, no stream impacts
are associated with this activity and there should be no impacts to dwarf wedgemussel.
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
Permit Drawings
Concurrence letter from USFWS
If you have-any questions or need additional information, please contact Mr. Chris Murray.
Sincerely,
U, C"—'_�5'
(if J. W. Bowman, P.E.
'i Division Engineer
c: Division 5 fil4 NCDOT
Rob Ridings, NCDENR -DWR
Division Five — 2612 North Duke Street, Durham, North Carolina 27704
Telephone: [phone] Fax: 919 - 560 -3371

A��
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCory Tom Reeder John Skvarla, III
Governor Director Secretary
Attachment L: Low Impact Bridge Replacement Process
Low Impact Bridge Project Number (aka WBS number): 1713P.S.R.30
County: Franklin
Bridge No. 023 over Cedar Creek on SR 1105
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: January 27, 2014
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: Tar - Pamlico
Stream Classification: C NSW (DWR Index Number: 28- 29 -(2)
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 3 — Maintenance
State: General Water Quality Certification #3883 and /or Buffer Authorization
Local: None
Project Description: Replacement of existing four -span bridge with a longer three -span bridge
(95 foot long bridge).
Permanent Impacts: See attached permit drawings and summary sheets. Note stream and
buffer impacts.
Stormwater Information: See, attached stormwater management plan.
'Signature:
Print Name: Chris Murray
Title: NCDOT Division 5 Environmental Supervisor
Transportation PenniVing Unit
1650 Mail Service Center, Raieigh,.North CarolLna 27699 -1650
Loco'don: 512 N Salisbury St., Raleigh, North Ca.. ^iUla
Phone: [phone] FAX: [phone]
Internet: httpJ /portal.ncdenr.cig/webr•.vq
An 4goa: OpWwniry 1 Afirmiive AcEcn Empbyer
North Carolina
Naturally

Low/Minimal Impact Bridge Project Data Sheet
VBS
17BP.5.R.30
!County
Franklin
I Bridge Number
Bridge 340023
1
i Description
Bride No. 23 over Cedar Creek on SR 1003
IlBasin
;Classification
,Stream [SIN_
1 Size
Tar-Pamlico
C NSW
28-29-(2
Inland
20 ft
TykeL
Existing Structure I Size
:Suff. Rating
141 ft. x 26 ft.
49.2
'—e
Proposed Structure : Typ
isize
-
150 ft. x 33 ft.
Stream Jy§ACE Imp acts LLF).____
Non 404 Impacts (LF)
34 linear feet
0 linear feet
USACE Impacts Aq)
Wetlands lNon 404 Impacts (AC)_
:CAMA Impacts (AC)
0.0 acre
0.0 acre
Not Applicable
NC DWO Buffers I Impacts (SF)
110 linear feet (5873 sf BZ1,3852 sf BZ2)
Buffer Application Required (>40 ft) (Y/N)
Yes
NC DWQ StormWater, Permit Required (Y/N)
No
T&E
Habitat (y/n)
Tar River spinYMU33el, No
dwarf wedgamu 1: Ye
Michau)es sumac Yes, marginal
Tar River s*nymussel: No
dwarf wedgemussel- No
MrIvaLues sumac'. No
Species Present
Bio Conclusion
Tar River spinymusset. No Effect
dwarf wedgemussel: May Affect-Not Udley to Adversely Affect
Michau)es sumac: No Effect
Moratorium
Not Applicable
Not 41i6acw_
Dates
_EAMAJAECs
Not Applicable
Essential Fish
(Habitat (y/n)
No
Nay.1opening
Not Applicable
USCG
I Permit
Not Applicable
Historic:'Properties
No
Archaeological I
Resources
No
Tribal
lands
No
4(f) ;Resources
No
6(f) [LWCF1 I Resources
No
Wild and i Scenic River
No
Forest Service; Lands
No
TVA 1 Area
No
FEMAIlBuyout
No
FEMA Flood Study
MOA
USTs I Haz Mats
No
Relocatees
No
Location LAT
(LONG
36.07169 deg,
78.40923 deg.
Project Comments
Biological Conclusion of May Affect-Not Likely to
Adversely Affect for dwarf wedgernussel
_Completed 13y, 1
I Lead Efig`fneer
Division Environm#ntarOfficer
4115/2013

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WBS No.: 176P.5.R.30 7•i" r S\ ;
Road: SR 1105
Stream: Cedar Creek
i %' ` _ v %;,, '+ ` ' , fr �'• Latitude: 36.07169 and Longituge: 78.40923 �j J:; r, 1`. • t
Franklin County
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United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636 -3726
February 14, 2013
Christopher A. Murray, PWS
North Carolina Department of Transportation
2612 N. Duke Street
Durham, NC 27704
Dear Mr. Murray:
This letter is in response to your letter of February 7, 2013 which provided the U.S. Fish and
Wildlife Service (Service) with the biological conclusion of the North Carolina Department of
Transportation that the replacement of Bridge No. 23 on SR 1105 (Mays Crossroads Road) over
Cedar Creek in Franklin County (TIP No. 17BP.5.R.30) may affect, but is not likely to adversely
affect the federally endangered dwarf wedgemussel (Alasmidonta heterodon). In addition,
NCDOT has determined that the project will have no effect on the Tar River spinymussel
(Elliptio steinstansana) and Michaux's sumac (Rhus michauxii). These comments are provided
in accordance with Section 7 of the Endangered Species Act (ESA) of 1973, as amended (16
U.S.C. 1531 - 1543).
According to information provided, a mussel survey was conducted at the project site on October
9, 2011. The survey extended from 400+ meters downstream to 100+ meters upstream of the
bridge crossing. Neither of the federally listed mussel species was found, and it was determined
that the surveyed reach of stream was only fair quality habitat for the dwarf wedgemussel and
unsuitable habitat for the Tar River spinymussel. The only live mussels observed were the
common eastern elliptio (Elliptio complanata). A plant survey was also conducted at the project
site on October 31, 2011. Although habitat was present, no specimens of Michaux's sumac were
observed.
Based on the mussel survey results and other available information, the Service concurs with
your conclusion that the proposed bridge replacement may affect, but is not likely to adversely
affect the dwarf wedgemussel. Based on the lack of suitable habitat, we concur with your
conclusion that the project will have no effect on the Tar River spinymussel. Based on the plant
survey results, we also concur with your conclusion that the project will have no effect on
Michaux's sumac. We believe that the requirements of Section 7(a)(2) of the ESA have been
satisfied. We remind you that obligations under Section 7 consultation must be reconsidered if:
(1) new information reveals impacts of this identified action that may affect listed species or
critical habitat in a manner not previously considered in this review; (2) this action is
subsequently modified in a manner that was not considered in this review; or (3) a new species is
listed, or critical habitat determined that may be affected by this identified action:

The Service appreciates the opportunity to review this project. If you have any questions
regarding our response, please contact Mr. Gary Jordan at (919) 856 -4520 (Ext. 32).
Sincerely,
Pete Benjamin
Field Supervisor
Electronic copy: Eric Alsmeyer, USAGE, Wake Forest, NC
Travis Wilson, NCWRC, Creedmoor, NC

STORMWATER MANAGEMENT PLAN
Project: SF- 340023
Franklin County
3/18/2013
Hydraulics Project Manager: W. Herbert Turner, Jr., PE (Florence & Hutcheson)
Galen Cail, PE (NCDOT Hydraulics Unit)
ROADWAY DESCRIPTION
The project consists of construction of a new 150 feet long 21" PCBB bridge (3 @ 50') to
replace the existing 141 feet long bridge #023 on SR 1105 over Cedar Creek. The total
project length is 0.093 miles. The project is located in the Tar - Pamlico River Basin. The
project drainage system consists of grass shoulders, grated inlets with associated pipes,
and rip rap pad at the pipe outfall.
Jurisdictional Streams: Cedar Creek
ENVIRONMENTAL DESCRIPTION
The project is located within the Tar - Pamlico River Basin inTranklin County. The stream
is classified as C, NSW, Impaired 303D. Storm water impacts to the stream have been
minimized by utilizing sheet flow on grass shoulders along the roadway and using rip rap
pad through compliance with Buffer Rules to diffuse flow through buffer 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.
Compliance with Buffer Rules to diffuse flow
NE quadrant: Proposed roadway is in fill section and no proposed ditch or storm drain
outlet (concentrated flow) is expected through buffer. Thus, sheet flow will be provided
through buffer.
NW quadrant: Proposed roadway is in fill section and no proposed ditch (concentrated
flow) is expected through buffer. Pipe outlet protection with class B rip rap will be used

to dissipate energy and diffuse flow from bridge stormwater outlet at 15 +00 LT to
provide a non - erosive sheet flow to the outfall area with Q 10 =0.7 cfs and V 10 =0.9 fps.
This will provide approximately 15' of sheet flow before entering the buffer. Preformed
Scour Hole cannot be used at this location because the slope of the ground downgrade is
5.2% (too steep).
SE quadrant: Proposed roadway is in fill section and no proposed ditch or storm drain
outlet (concentrated flow) is expected through buffer. Thus, sheet flow will be provided
through buffer.
SW quadrant: Proposed roadway is in fill section and no proposed ditch or storm drain
outlet (concentrated flow) is expected through buffer. Thus, sheet flow will be provided
through buffer.
No deck drains
This will avoid direct discharge of storm water from the bridge deck into the receiving
water.
Bank stabilization
Bank stabilization with class II -rip rap is provided at both sides of the stream at 13 +50 &
14 +55 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 stormwater BMP will be used along both stream banks to dewater and
isolate adjacent work area in order to install bank stabilization in the dry.

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