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DEPARTMIIV'T OF TRANSPORTATION 97~=RaP,~vcH
MICHAEL F. EASLEY
GOVERNOR
June 19, 2007
U.S. Atmy Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615-6814
ATTENTION: Mr. Eric Alsmeyer
NCDOT Coordinator, Division 5
Dear Sir:
LYNDO TIPPETT
SECRETARY
071119
SUBJECT: Notice of L-tent to Use Section 404 Nationwide Permit 13 for the replacement
of Bridge No. 38 over Six Pound Creek on SR 1306 (Wise-Five Forks Rd),
Division S, Warren County.. Federal Aid Project No: BRZ-1306 (10),
State Project No: 8.2411201, TIP Project No: B-4309.
Please see the enclosed copies of the permit drawings and roadway plans for the subject project. The
North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 38 over Six
Pound Creek on SR 1306 (R/ise-Five Forks Rd) in Warren County. The current 72-foot long, three-span
bridge has a sufficiency rating of 43 out of 100 (for a new structure) and is considered fimctionally
obsolete and structurally deficient. The replacement of this structure will result in safer traffic
conditions.
The project proposes to demolish the existing bridge and construct a one span, 39-inch pre-stressed
concrete box beam bridge on the existing horizontal alignment. This new structure will span Six Pound
Creek. The new bridge will be 95 feet long and 33 feet wide and will have two 11-foot lanes and 3-foot,
11-inch shoulders. The bridge approaches will have two 11-foot lanes and 6-foot shoulders. The
shoulder on the north side of the approaches will be paved and widened to 9 feet where guardrail is
present. During construction, SR 1306 will be closed near the existing bridge and traffic will be re-
routedusing an offsite detour.
IlIZPACTS TO WATERS OF THE UNITED STATES
General Description
The project is located in the Roanoke River Basin (sub-basin 03-02-07) in Warren County. This area is
part of Hydrologic Cataloging Unit 03010106. Water resources within the project study area include Six
Pound Creek, two unnamed tributaries of Six Pound Creek (UT 1 and UT 2), and three wetlands
(Wetlands 1, 2, and 3).
MAlLJNO ADDRESS: LOCATION:
NC DEPARTA~ENT OF TRANSPORTATION TELEPFIOWE: 919-7151334 2728 CAarrA~ Bwo., SuTE 240
PROJECT DEVELOPrrENT AND ENVIRDNbENTAL ANALYSIS FAX: [phone] RAtEK;INN NC 27804
16981AAIL SERVICE CENTER N~BSITE: Wyyyy AICDOT.ORO
RALEgN NC 27N9-1698

Six Pound Creek is a perennial stream that flows south to north through the project study area. It is
assigned Stream Index Number 23-13 (07/01/1973) by the N.C. Division of Water Quality (NCDWQ)
and has a best usage classification of C. The creek has atop-of--bank width of approximately 30 feet and
a wetted width of 20 to 25 feet. During field visits, 1 to 3 feet of clear, fast flowing water was observed.
The bankfull depth was approximately 4 feet, there was moderate sediment deposition, and the substrate
was primarily composed of sand and silt.
UT 1 is a perennial tributary that flows east to west, with its confluence into Six Pound Creek located
immediately upstream (south) of the existing bridge. During the above-mentioned field visits, the
tributary had atop-of--bank width of approximately 3 feet, a wetted width of 2 feet, and a banldull depth
of 2 feet throughout the project study area. One to 2 inches of fast flowing water was observed in the
channel. The water clarity was clear with minimal sediment deposition and the substrate was composed
of sand and silt. UT 2 is also a perennial stream, flowing west to east into Six Pound Creek immediately
downstream (north) of the existing bridge. The tributary has atop-of-bank width of approximately 3 feet,
a wetted width of 2 feet, and a bankfiill depth of 3 feet throughout the project study area. One to 2 feet of
water was observed in the channel. The water clarity was clear and the substrate was composed of sand,
silt, and clay.
Neither High Quality Waters (HQW~ Water Supplies (WS I: undeveloped watersheds or WS II:
predominately undeveloped watersheds nor Outstanding Resource Waters (ORW) occur within
1.0 mile of the project study area. Additionally, neither Six Pound Creek nor any of its tributaries
within 1.0 mile of the project are listed on NCDWQ's 2004 Final 303(d) List of Impaired Waters.
Wetland 1 is abeaver-impounded wetland located to the north of SR 1306 and west of Six Pound Creek.
This riverine wetland extends beyond the project study area to the north. Wetland 2 is a riverine wetland
that is located to the south of SR 1306 and to the west of Six Pound Creek. Wetland 3 is a linear,
forested riverine wetland located to the south of SR 1306 and east of Six Pound Creek. This wetland
extends beyond the project study area limits to the south. All three wetlands are classified as palustrine
forested, broad-leaved deciduous communities (PFOI Cowardin classification).
Permanent Impacts
There will be no wetland impacts associated with this project.
There will be a total of 141inear feet of permanent stream impacts due to the placement of riprap along
the eastern bank of Six Pound Creek. Abed of Class `B" ripn3p will be placed at the outlet of the lateral
V-ditch just north of the bridge and will extend from the outlet to the bank of the creek. The purpose of
the riprap is to prevent scour at the ditch outlet and to stabilize the stream bank. Impacts are expected to
occur between Sta. -L-17+05 and Sta. -L-17+15.
Temporary Impacts
No temporary fill into surface waters is anticipated.
Bride Demolition
Bridge No. 38 is a three-span bridge composed of timber decking and joists in spans one and throe and
timber decking on atcel I-beams in span two. All components of the bridge will be removed without
dropping any components into Waters of the U.S. The piers associated with the in-stream bent will either
be removed or snapped off level to the streambed. NCDOT shall adhere to NCDOT's Best Management
Practices (BMPs) for Bridge Demolition and Removal.
B-4309 Notice of Intent to Use
2

Utilit~Iazpacts
There are no utility impacts to jurisdictional areas associated with this project. To avoid jurisdictional
impacts, Embarq will place a directional bore under Six Pound Creek north of the existing bridge.
AVOIDANCE, MINIlVII7.ATION, AND COMPENSATORY MITIGATION
The NCDOT is committed to incorporating all reasonable and practicable design features to avoid and
minimi~.e jurisdictional impacts and to provide full compensatory mitigation of all remaining,
unavoidable jurisdictional impacts. Avoidance measures were taken during the planning and National
Environmental Policy Act (NEPA) compliance stages; minimization measures were incorporated as part
of the proj ect design.
According to the Clean Water Act (CWA) §404(b)(1) guidelines, NCDOT must avoid, minimize, and
mitigate, in sequential order, imipacts to Waters of the US. The following is a list of the project's
jurisdictional stream avoidance/murimization activities proposed or completed by NCDOT:
Avoidance/Minimization
• Use of apre-formed scour hole.
• Use of Class `B" riprap at the lateral V-ditch outlet for bank stabilization and scour prevention.
• Temporary construction impacts due to erosion and sedimentation will be minimized through
implementation of stringent erosion control methods and use of NCDOT's BMPs for Protection of
Surface Waters and BMPs for Bridge Demolition and Removal.
Compensatory Mitigation
No compensatory mitigation is proposed for the 14 feet of permanent impacts to Six Pound Creek.. These
impacts are minimal and only for bank stabilization and will not create as adverse effect on the aquatic
environment.
FEDERALLY PROTECTED SPECIES
Plants and animals with federal classifications of Endangered (E), Threatened (T), Proposed Endangered
(PE), and Proposed Threatened (PT) are protected under provisions of Section 7 and Section 9 of the
Endangered Species Act of 1973, as amended. As of its most recent update on May 10, 2007, the United
States Fish and Wildlife Service (USFWS) website lists three federally-protected species for Wanen
County: the bald eagle (Haliaeetus leucocephalus), dwarf wedgemussel (Alasmidonta heterodon), and
Tar River spinymussel (Elliptio steinsmnsana).
in
Haliaeetus leucocephalus bald eagle T No Effect No
Alasmidonta heterodon dwarf wedgemussel E No Effect Yes
Tar River
Elliptio steinstansana ~ ,____~____, E No Effect ~ No
The bald eagle was added to the U.S. Fish and Wildlife Service list of protected species for Warren
County after the NRTR (February 2003) was completed. A species survey and habitat assessment was
perfonrned by NCDOT biologists Jim Mason and Greg Price on August 25, 2006. No bald eagle
B-4309 Notice of Intent to Use
3

individuals or nests were observed during the site visit. Additionally, no suitable habitat for the bald
eagle existed within the project study area. Furthermore, a search of the North Carolina Natural Heritage
Program (NCNHP) database (most recently on May 3, 2007) revealed no known occurrences of this
species within 1.0 mile of the project. Therefore, a biological conclusion of No Effect has been assigned
to this species.
A mussel survey was conducted for both the dwarf wedgemussel and the Tar River spinymussel by
NCDOT biologists Neil Medlin, Anne Burroughs, Jason Mays, and Jared Gray on March 23, 2004.
Marginal habitat for the dwarf wedgemussel existed in Six Pound Creek, but most available habitat was
either covered by algal growth or silt. No habitat existed for the Tar River Spinymussel. No individuals
from either species were discovered during the survey. Additionally, NCNHP records (most recently
checked on May 3, 2007) do not show any populations of either species within 1.0 mile (upstream or
downstream) of the project. Therefore, a biological conclusion of No Effect has been assigned for both
species and no fiuther surveys are required.
SCHEDULE
The project calls for a review date of November 27, 2007, a letting of January 15, 2008, and a date of
availability of February 26, 2008. It is expected that the contractor will choose to start construction in
February/March 2008.
REGULATORY APPROVALS
Section 404 Permit: This document heaeby serves as a notice of intent to use Section 404 Nationwide
Permit 13 for bank stabilization. Since the activities associated with this _ project meet all conditions
related to this permit, we will not be requesting written authorization.
Section 401 Permit: We anticipate that Section 401 General Water Quality Certification (WQC) 3626
will apply to this project. The NCDOT will adhere to all general conditions of this WQC. Therefore,
written concurrence from the NCDWQ is not required. In accordance with 15A NCAC 2H, Section
.0500 (a) and 15A NCAC 2B, Section .0200, we are providing two copies of this notice to the North
Carolina Department of Environment and Natural Resources (NCDENR), NCDWQ, as notification.
B~309 Notice of Intent to Use
4

A copy of this notice will be posted on the NCDOT Website at:
httpJ/www.ncdot.org/doh/preconstructlpel. If you have any questions or need additional information
please call Mr. Jim Mason at [phone].
Sincerely
~~ ~
Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA
w/attachment:
Mr. John Hennessy, NCDWQ (2 Copies)
Mr. Travis Wilson, NCWRC
Mr. Gary Jordan, USFWS
Dr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. Greg Perfetti, P.E., Structure Design
Mr. Victor Barbour, Project Services Unit
Mr. J. Wally Bowman, PE., Division Engineer
Mr. Chris Murray, DEO, Division 5
w/o attachment:
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programnning and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USAGE, Wilmington
Mr. John Williams, P.E., PDEA Proj ect Planning Engineer
B~309 Notice of Intent to Use
5

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Name: SOUTH HILL SE. Lxation: 006' 30' 27.53' N 078' 04' 54.21' W
~b ; ~ 2000 Tsst Cep~lion: &4309 PROJECT LOCATION
Copyr~Ft (011998, Mapiect~ Inc
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Property Owners
PH Forest Investments
15 Piedmont Center, Suite 1250
Atlanta, GA 30305
2 Palmer Heirs, John Henry 1487 Wlse Ftve Forks Road
Peel, Nelson M. Macon, C 27551
NC DEPARTII~NT OF TRANSPORTATION
DMSION OF HIGHWAYS
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WBS - 33646.1.1 (B-4309)
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