20061764 Ver 1_Complete File_20061109

: 7 Nov-49-2006 14:55 From-DIV 5 819-560-3371 T-627 P.002/035 F-555

STATE OF NORTH CAROLINA
2006 1 764
]DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
November 9, 2006
U.S. Army Corps of Engineers 212@120MR0
Raleigh Regulatory Field Office 6508 Falls of the Neuse Road, Suite 120 'O V 0 9 2006
Raleigh, NC 27609 DENR- WATER 0
Attention: Mr. Eric Alsmeyer
NCDOT Coordinator
I4BTUJ403 AND STORIAVA EIR SP,ANCH
Subject: Proposed replacement of storm-damaged three-barrel box culvert with a
three-span bridge (Bridge No. 176) on SR 1211 (West River Road) over
Buffalo Creek in Franklin County. WBS Element No. 15B.22.3
1
Ileavy rains associated with Tropical Storm Alberto on June 14, 2006 damaged an
existing three-barrel culvert (3 @ 10 feet x 9 feet) on SR 1211 (West River Road) that
°- conveys Buffalo Creek in Franklin County (Figures 1-2, Photograph 1). The North
? Carolina Department of Transportation (NCDOT) proposes to replace the damaged
' culvert with a three-span, cored-slab bridge structure (1 @ 30 feet, 1 @ 50 feet, 1 @ 30
feet) using driven piles that completely spans Buffalo Creek (Figure 3 and 4).

Impacts to Waters of the United States
The removal of the existing structure and subsequent stabilization of the banks along
Buffalo Creek will result in impacts to Buffalo Creek (NCDENR-DWQ Index No. 28-22,
Best Usage Classification WS-IV NSW, HUC 03020101) in the Tar-Pamlico River
Basin. The existing box culvert will be entirely removed from Buffalo Creels. The
Department proposes to disassemble the culvert using non-shattering methods removing the
structure in the fewest number of sections as possible to limit the amount of loose debris
created. The segments will subsequently be removed from Buffalo Creek. Sheet piling may
be utilized to facilitate removal of the damaged culvert; however, the flow of Buffalo Creek
will remain unimpeded through the project site during this activity. Turbidity curtains will be
installed upstream and downstream of the damaged culvert to minimize movement of
sediment during removal of the culvert and construction of the bridge.
The removal of the damaged culvert will require creation of new streambanks along
Buffalo Creek within the footprint of the structure. The Department will establish the
new streambanks immediately after removal of the box culvert using Class II rip rap for
stabilization. This will result in the placement of approximately 66 linear feet of rip rap
Division 5, 2612 N. Duke Street, Durham, NC 27704
Phone: [phone] Fax: [phone]
NOU-9-2006 THU 13:42 TEL:[phone] NAME:DWQ-WETLANDS P. 2
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919-560-3371 T-627 P-003/035 F-555
along the new streambanks. However, please note that 60 linear feet of the stream is
currently impacted by the footprint of the existing damaged culvert, including wing walls,
and associated rip rap. In summary, only an additional 6 litiear feet (i.e. new impact) of
Buffalo Creek will require stabilization with rip rap.
Fill in JVellands - Construction associated with the three span, cored slab bridge and
associated roadway approach work will result in minor impacts to a herbaceous wetland.
A small rip rap pad will be placed at the outlet of a 15" cmp near 11+00 Rt. This will
result in <0.01 acre fill in wetland. See attached USACE wetland data form (Appendix
A).
Riparian Buffer
The proposed project involves construction of a structure that will bridge a stream that is
subject to the Tar-Pamlico River Buffer Rules. Buffalo Creek is depicted on the most
recent version of the Louisburg (USGrS 1979, 1984) topographic quadrangle (Figure 1)
and the Soil Survey of Franklin County (USDA-MRCS, 2004) (Figure 2). Riparian
buffer impacts at the site have been separated into two activities: bridge structure
improvements and roadway improvements. Please note that the majority of the
construction of the project occurs within the existing transportation facility (i.e. toe of
fill)
Bridge structure improvements
Impacts to buffers adjacent to Buffalo Creek total 90 ft2 in Zone 1 and 7 if in Zone 2. All
practicable measures to minimize impacts 'Within buffer zones associated with
construction of the bridge were followed. Measures used to minimize impacts to the
buffer zone include utilizing the current alignment and construction within the existing
transportation facility. According to the buffer rules, bridges are ALLOWABLE.
Temporary erosion control measures will be placed within tie permitted footprint of this
project.
Roadway im rovements
Impacts to buffers adjacent to Buffalo Creek total 0 fr' in Zone 1 and 17 ft' in Zone 2. All
practicable measures to minimize impacts within buffer zones associated with
construction of the minor roadway improvements associated with construction of this
project were followed. Measures used to minimize impacts to the buffer zone include
utilizing the current alignment and construction within the existing transportation facility.
According to the buffer rules, these roadway improvements are EXEMPT. Temporary
erosion control measures will be placed within the permitted; footprint of this project.
Waters of the U.S. Mitigation
Avoidance: i
Permanent impacts to Buffalo Creek and wetlands from the proposed construction cannot
be avoided. Drainage of the roadway requires the construction of a 15" cmp near 11.1-00
Rt.
HOU-9-2006 THU 13:42 TEL:[phone] NAME:DWO-WETLANDS P. 3
Nov-OR-2006 14:56 From-DIV 5
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Minimization:
The construction of this project has minimized the extent of the built-upon area by using
the existing alignment for new construction. Construction of the project will primarily
occur within the existing transportation facility (i.e. fill slope). The proposed
replacement structure over Buffalo Creek will not have piers, pilings, bents, or footings in
the stream and will not have deck drains over the creels.
comptinsator-y Mitigation:
Compensatory mitigation will be provided at the request of the regulatory agencies.
Protected Species
Plants and animals with federal classifications of Endangered, Threatened, Proposed
Endangered and Proposed Threatened are protected under provisions of Section 7 and
Section 9 of the ESA. As of November 2006, there are three federally protected. species
listed for Franklin County. They include dwarf wedgemussel (Alasmidonta heterodon),
Tar spinymussel (.Elliptio steinstansana), and b ichau:x's sumac (Rhus michauxii). The
roadway shoulders along West River Road are heavily maintained, eliminating the
possibility for Nlichaux's sumac to exist in this area. Additionally, a review of the Natural
Heritage Program database (last updated September 2006) revealed no occurrences of
Michaux's sumac within the project area. Therefore, based on lack of suitable habitat
observed during the September 20, 2006 site visit and the NHP database review, a
biological conclusion of No Effect has been rendered for this species.
Alderman Environmental Services conducted a mussel survey at the site on June 25,
2006. The following biological determination was provided for the site: "If HQW
protection measures*are implemented, may affect; not likely to adversely affect the dwarf
wedgemussel. No effect for Tar River spinymussel". This information was forwarded to
the USFWS on June 29, 2006. The USFWS responded by letter dated July 12, 2006
stating concurrence with the findings of the mussel survey and its conclusions. However,
the agency was unable to concur with the biological determination until provided with a
detailed project description.
The Department provided the preliminary design plans for the project to the USWFS on
October 18, 2006 (See Appendix B). Included in, the submittal were four environmental
commitments that will be adhered to during construction. They include:
1. The existing box culvert will be entirely removed from the stream. The Department
proposes to disassemble the culvert using non-shattering methods removing the
structure in the fewest number. of sections as possible to limit the amount of loose
debris created. The segments will subsequently be removed from the stream.
2. Turbidity curtains will be installed upstream and downstream of the project to
minimize movement of sediment during: removal of the culvert and construction of
the bridge.
3. Standard Best Management Practices for Construction, and Maintenance Activities
will be followed during construction. The Department may utilize the following
NOU-9-2006 THU 13:43 TEL:[phone] NAME:DWO-WETLANDS P. 4
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4
devices during construction: temporary silt fence, temporary rock silt check (T}Te A
and/or Type B), temporary rock sediment dam and special stilling basin (i.e. silt bag).
4. The Department will establish the new streambank immediately after removal of the
box culvert. The banks will be stabilized with Class II rip rap.
NCDOT received concurrence from the LJSI;WS on the biological determination by letter
dated October 19, 2006 (See Appendix B).
Summary
The NCDOT proposes to replace the damaged culvert conveying Buffalo Creek on SR
1211 (West River Road) with a three-span, cored-slab bridge structure (1 @ 30 feet, 1 @
50 feet, 1 @ 30 feet) using driven piles that completely spans Buffalo Creek. Application
is hereby made for a Department of the Army Section 404 Nationwide Permit (NWP) 3,
and NCDENR-DWQ Section 401 Water Quality Certification (WQC) No. 3494 and
riparian buffer authorization for above-described activities. An automated payment
procedure has been implemented between the NCDOT and NCDENR-DWQ. This
procedure will enable the Division to apply for the 401 WQC without submitting a check
for this permit application. This procedure will provide payment to the NCDWQ by
charging the permit application fee of $200.00 directly to the appropriate NCDOT WBS
Element No. 15B.22.3. A pre-construction notification (pages 1-9) and permit drawings
(sheets 3-4) are attached with this request. If you have any questions or need additional
information, please contact Mr. Chris Murray at [phone].
Sincerely,
CL(? .4j-
J. Wally Bowman, P.E.
Deputy Division Engineer
Mr. Rob Ridings, NCDENR-DWQ
Mr. Travis Wilson, NCWRC
Mr. Tracy Parrott, P.E., NCDOT
Mr. Chris Murray, NCDOT
Ms. Katie Simmons, NCDOT
Mr. Dallie Bagwell, NCDOT
Mr. Mike Summers, NCDOT
Mr. Zaki Wafa, NCDOT
NOU-9-2006 THU 13:43 TEL:[phone] NAME:DWQ-WETLANDS P. 5
Nov-09-2006 14:57 From-DIV 5
919-560-3371 T-627 P-000/035 F-555
c )oanora and Sat rus`a rnry' y Dvunan:a'0ArFwtwa4W 7QSCN=t
1.
NOV-9-2006 THU 13:43 TEL:[phone] NAME:DWO-WETLANDS P. 6
Photograph 1. View of damaged culvert conveying Buffalo Creek.
Nov-09-2006 14:57 From-DIV 5 919-560-3371 T-627 P.007/035 F-555
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ri (Bridge No. 176) on SR 1211 over Buffalo Creek
Franklin County
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NOV-9-2006 THU 13:44 TEL:[phone] NANE:DWQ-WETLANDS P. 8
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Orf,ice Use Only: Form Version Aiarct 05
20061764
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing;
1. Check all of the approval(s) requested for this project:
® Section 404 permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
401 Water Quality Certification [] Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 3
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name:NCDOT Division 5 J Wally Bowman P.E. (Deputy Division Engr.)
Mailing Address: 2612 N. Duke St., Durham, NC 27704
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Wbowman(dot_state_ne.us
2. Agent/Consultant htformation (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Pagel of 9
NOV-9-2006 THU 13:46 TEL:[phone] NAME: M-WETLANDS P. 11
Nov-a9-2006 15:00 From-DIV 5
71 111. Project Information

919-560-3371 T-62T P.012/035 F-555
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and FRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Proposed replacement of storm-damaged three-barrel culvert with a three-
span bridge (Bridge No 176) on SR 1211 (R'est River Road) in Franklin County.
2. T.I.P. Project Number or State Project Number (NCDOT Only):
NCDOT WBS Element No. 1513.213
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Franklin Nearest Town: Louisburg
Subdivision name (include phase/lot number): N/A
Directions to site (include road, numbers/names, landmarks, etc.): From Louisburg,
travel northwest on SR 1211 to project site. _
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum):
Site 1 36.1208 ON 78.3457 °W
6. Property size (acres): approximately 0,6 acres
7. Name of nearest receiving body of water: Buffalo Creek
8. River Basin: Tar-Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httt):(/h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing land uses along SR 1211 are primarily niral and
forested.
Page 2 of 9
HOO-9-2006 THU 13:46 TEL:[phone] NAME:DWO-WETLANDS P. 12
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919-560-3371 T-62T P.013/035 F-555
10. Describe the overall project in detail, including the type of equipment to be used: The
North Carolina Department of Transportation (NCDOT) proposes to replace a storm-
damaged three-barrel box culvert with a three-span, cored-slab bridge (1 n, 30 ft, 1 07? 50 ft,
1 (5)? 30 ft) Equipment may include excavator, backhoe, bulldozer, -grader, and crane.
11. Explain the purpose of the proposed work: The puupose of the project is to replace the storrn-
damaged culvert-
IV. Prior Project History
V. If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USAGE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. None available.
VI. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VII. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: Construction of the project will result in 6
linear feet existinP channel impacted (new impact) and X0.01 acres of impacts to wetlands.
Page 3 of 9
NOV-9-2006 THU 13:46 TEL:[phone] NAME:DWQ-WETLANDS P. 13
Nov-0.9-2006 15:00 From-DIV 5 919-560-3371 T-627 P-014/035 F-555
1. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
ne.. n.• r.1vp 1;ct ;mr%notc rl„P to hntl, cMinnire and flnodinr-
Wetland Impact Type of Wetland Located within
100-year Distance to
Nearest Area of
Impact
Site Number T'y'pe of Impact (e.g., forested, marsh, Floodplain Stream (acres)
(indicate on map) herbaceous, bog, etc.) yes/no) linear feet
Site 1 (near 11+00 Fill Herbaceous Yes Adjacent <0.01
Rt)
Total Wetland Impact (acres) <0.01
2. List the total acreage (estimated) of all existing wetlanas on me property: <u.u t ac
3. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, darn
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
.,,,,?, t,A ;,,r•t„rlPrl T„ enln,itat,-w reaoe_ multinly lenrth X width- then divide bv 43-560-
Stream Impact
Perennial o Average
Stream Width Impact
Length Area of
Number Stream Name Type of Impact r
lntermitrent.
Before Impact
(linear Impact

(indicate on map)
feet (acres)

Site 1
Buffalo Creek Streambank

stabilization
Perennial

=30 6 ft (new

impact) <0.01 ac
Total Stream Impact (by length and acreage) 6 ft X0.01
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill- excavation- dredging- floodinp-, drainage, bulkheads, etc.
Open Water Impact
Waterbody
Name of Type of Waterbody Area of
Site Number
(if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres

Total Open Water Impact (acres)
5. List the cumulative impact to all Waters of the U.S. resulting from the project
Stream Impact acres): <0.01 ac
Wetland Impact (acres): <0.01 ac
Open Water Impact acres : NONE
Total Impact to Waters of the U.S. (acres) <0.01 ac
Total Stream Impact (linear feet): 6 feet
6. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
Page 4 of 9
NOV-9-2006 THU 13:47 TEL:[phone] NAME:DWQ-WETLANDS P. 14
Nov-09-2006 15:00 From-DIV 5 919-560-3371 T-627 P.015/035 F-555
7. Pond Creation
if construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
i Pond to be created in (check all that apply): ? uplands 0 stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NIA
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VIII. Impact Yustification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
i Avoidance:
Constniction of the project cannot avoid impacts _to waters of the United States. Stabilization
along Buffalo Creek after removal of the culvert will require (newt minor impacts to the
streambank. Drainage of the roadway requires the constmction of a 15" emp near 11+00 Rr,
resulting in minor impacts to wetlands. The new bridge structure will span Buffalo Creek.
Minimization:
The constnuction of this project utilizes the built-upon area by using the existing alignment.
Additionally, construction impacts are primarily restricted to within the existing transportation
facility. NCDOT will implement best management practices for the protection of surface waters
in accordance with the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual" during desio and construction phases of the project-
IX. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
Page 5 of 9
NOU-9-2006 THU 13:47 TEL:[phone] NAME:DWO-WETLANDS P. 15
Nov,09-2006 15:00 From-DIV 5
X.
919-560-3311 T-527 P.016/035 F-555
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http:/ih2o-enr.o.tatc-.nr.ii.-,/ncwetlands/strmpide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide as
much information as possible, including, but not limited to: site location (attach directions and/or
map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of
mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description
of the current site conditions and proposed method of construction. Please attach a separate
sheet if more space is needed.
Mitigation for the project will be provided if requested by the regulatory agencies.
1. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at hqp://h2O.enr.,,tate.ne.usLwrp/index.bT.m. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEP.A/SEPA. document is required, call the SEPA
coordinator at (919) 733--5083 to review current thresholds for environmental documentation.
Yes ? No
Page 6 of 9
NOV-9-2006 THU 13:47 TEL:[phone] NAME:DWO-WETLANDS P. 16
Nov-09-2006 15:01 From-DIY 5
M.
919-560-3371 T-62T P-017/035 F-555
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
Proposed Impacts on Riparian,and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan, All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neese), 15A NCAC 2B.0259 (Tar-Pamlico), 15A NCAC 0213.0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes 2 No D
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Site 1-Bridge Structure Improvements
Zone* s impact
feet Multiplier Req fired
1 90 3 (2 for Catawba) N/A
2 7 1.5 N/A
Total 97 1 NIA
Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 fcct from the edge of Zone 1.
Site 2-Roadwav Improvements
Zone* Impact
(square feet Multiplier Required
Mitigation
1 0 3 (2 for Catawba) N/A
2 17 1.5 N/A
Total 17 N/A
* Zone 1 extends out 3U feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zane 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
Page 7 of 9
NOV-9-2006 THU 13:47 TEL:[phone] NAME:DWQ-WETLANDS P. 17
Novn09-2006 15:01 From-DIV 5
Sal. Stormwater (required by DWQ)
919-560-3371 T-627 P.018/035 F-555
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. There is approximately 0.2 acre existing
impervious surface within the 0.6 acres project site. No additional impervious surface is
proposed with this project.
XIII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
This project will not generate wastewater.
XIV. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.stare.ne.iis/ ccwell,9nds. If no, please provide a short narrative description:
This maintenance project will not result in additional development.
XVI. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
The p-roiect involves the proposed replacement of a storm-damaged culvert with a three-span
bride over Buffalo Creek The roadway has been closed since June 14, 2006, resultina in
significant transportation impacts affecting the Louisburg community.
Page 8 of 9
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Ig
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
NOV-9-2006 THU 13:43 TEL:[phone] NAME:DWO-WETLANDS P. 19
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Appendix A
US.A.CE Wetland Data Sheets
NOV-9-2006 THU 13:48 TEL:[phone] NAME:DWQ-WETLANDS P. 20
Nov-09-2006 15:02 From-DIV 5 919-560-3371 T-627 P.021/035 F-555
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual) '
Project]Sito: tJe5V JZ,44A Road (culut,,? {-a Date: S[It,rala
Applicant I Owner: txDor Div 5 o ice county: cn,lkl?nT
•
Invostigator. Chti3 /YtI?,Lrf. 1Aea?ee Mfln agHe
Q-- NC
State:
Do normal circumstances exist on tho sito? Yes ? No Community ID:
Is tho site significantly disturbed (Atypical situation)? Yes How Transect il);
Is the area a potential problem area? Yes No? Plot ID:
(explain on reverse If needed)
VEGETATION
Dominant Plant Species SStr?g_um, Indicator Dominant Plant Specias Stratum Indicator
1. QD{t4cOv?;v-vA sa' A 06L. 9.
2. 1E "'iror: wdelpk"s sA _.. ._ _14--- Ffte yj 10.
3. %Jo A,JaAA'a-
1
4. T.,?pa+;[r15 cd.p?,•5? A FA2 12.
5. ?T r 13.
6. 14.
T. 15.
a. 16-
Percent of Dominant Species that are ODL, FACW, or FAC excluding FAC-). /Do%
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the plant Species are/are not
Classified as FAC-OBL in the National List of Plant Species that Occur in Wetlands. Sample plot was taken...
W i?IlA?r?' YQQ 4A4vz-t PQ Se ?t
HYDROLOGY
r.. Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other inundated
1
_ V-
aturatod in Uppor 12"
No Recorded Data Available _ Water Marks
Drift Linos
Field Observations: _ Sodimont Deposits
_ Drainage Patterns in Wetlands
Depth of Surface Water; (in.) Secondary Indicators:
Oxidized Roots Channels in Uppor 12"
Depth to Free Water in Pit: O tin.) _
_ Water-Stained Leaves
_ Local Soil Survey Data
Depth to Saturated Soll: o (in.) ?FAC-Neutral Test
Other (Explain in Remarks)
Remarks:

NOV-9-2006 THU 13:48 TEL:[phone] NAME:DWO-WETLANDS P. 21
Nov-09-2006 15:02 From-DIV 5
SOILS
919-560-3371 T-627 P.L22/035 F-555
Map Unit Name I f
(Series and Phase): VJ tkaa kee r Chtwa Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes_ No
Profile Descrintinn:
Depth Matrix Coffers M ottle Colors Mottle Texture, Concretions,
lnchns Horizon (MunsPll moist) (Mun;;sll M650 Ahundancelcontrast Structuro, ate-
0-7 /0}'A` V-6 .. r 1A.+?+ row....
i
Hydric Soil Indicators:
_ Histosol Concretions
- Histic Epipedon High Organic Content In Surface Layer in Sandy Soils
- Sulfidie Odor Organic Streaking in Sandy Soils
Aquic Moisture Rogime ?Listed On Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
?Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
?ya?/,G sp, ?s rnr'? Stns
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ? No Is the Sampling Point
Wetland Hydrology Present? Yes V No Within a Wotland? Yes ? No_
Hydric Soils Present? Yes 777 No T
Remarks: Location (describe) is/is not classified as a wetland based upon the criteria :et forth in the 1987
Army Corps of Engineers Wetlands ]Delineation Manual.

NOV-9-22006 THU 13:43 TEL:[phone] NAME:DWQ-WETLANDS P. 22
Nov-29-2006 15:02 From-DIV 5
919-560-3371 T-627 P.023/035 F-555
LJ!n
aa?C ?c.wl vw !-• $r, doge) Nearest Road %& / Z t l
u1cs ` (+
Project Name Wetland Width Feet
{-°.Io ;es
County FrQk1w;V? Wetland Area ac
Ghn. Le rr0`v Date __V11' n(o
a.,®
Name of evaluator
Wetland Location
Adjacent land use
(within 1/2 mile upstream., updope, or radius)
_ on pond or lake
on perennial stream
_ on intermittent stream
within interstream divide
other
Soil series Wrh? k? « Ghewpe,&
predominantly organic - humus, muck,
or peat
predorn narttly mineral - non-sandy
/predominantly sandy .
Hydraulic factors
steep topography
ditched or chanmelized
total wetland width z100 feet
t/ forested/natural vegetation ?d 0/6
? agriculture, urban/suburban ZS' %
impervious surface ..rte %
Dominant Vegetation
(1)-P01MOn4uik s4
(2) ?u w?oYie?r?elS
(3) Woor? WG.t.i w ct.r? anal
(4) xn?p?.?t+ s S? b
Flooding and wetnds
semipermanently to permanently
flooded or inundated
seasonally flooded or irnndated
?intetnuttanly flooded or temporary
surface water
no evidence of flooding or surface water
Wetland type (select one)*
Bottomland hardwood forest Pine savanna
Headwater forest Freshwater marsh
_
Swamp forest Bog/fen
Wet flat Ephemeral wetland
_ Pocosin Carolina Bay
VeT
'''?
-
Bog forest ?Other a
a' •
_
he rating sxstem cannot be ap?lied to salt or brackish marshes or stream charnels ..................
-__
'Weight
x L
00
4 Wetland
Water storage
n
ti
bili
i .
x 4.00 Rating
A o
za
ne sta
Bank/Shorel ;
T Pollutant removal x 5.00
-
I
Wildlife habitat

x 2.00

N
Aquatic life value 2

x a.00

,
G RecreationJEducation x 1.00
*Add 1 point if in sensitive watershed and >10% nonpoint disturbance within 112 mile upstream,
radius_--..-------- ------ --- -------------------__-_-_------- -- ------
NOV-9-2006 THU 13:48 TEL:[phone] NAME:DWO-WETLANDS P. 23
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Appendix B
Mussel Concurrence Information
NOU-9-2006 THU 13:49 TEL:[phone] NAME:DWQ-WETLANDS P. 24
Nov,09-2006 15:02
`1,,P- T P H
rN' ?Z
.4
4q ? ?0h
From-DIV 5
919-560-3371
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
October 19, 2006
Chris Murray
North Carolina Department of Transportation
Division 5
2612 N. Duke Street
Durham, Nmih Carolina 2770
Dear Mr. Murray:
T-627 P.025/035 F-555
ti
r` 00T X48 t
Ln Received 8
MOOT
ow 5

0168 L4C1114
This letter is in response to your letter of October 18, 2006 which provided the U.S. Fish and
Wildlife Service (Service) with the biological determination of the North Carolina Department of
Transportation (NCDOT) that the proposed replacement of a three-barrel culvert under SR 1211
on Buffalo Creek in Franklin County, with a 110 feet long bridge may affect, but is not likely to
adversely affect the federally endangered dwarf wedge'mussel (Alasmidanta heterodon). In
addition, NCDOT has determined that the project will have no effect on the federally endangered
Tar spinymussel (Elliptio stcinstansana). These comments are provided in accordance with
section 7 of the Endangered Species Act .(ESA) of 1973, as amended (I6 U.S.C. 1531-1543).
According to information provided, a mussel survey was conducted at the project site on June
25, 2006. The survey extended 100 meters upstream and 600 meters downstream of SR 1211.
Although no federally threatened or endangered species were collected, several specimens of
four other species were collected. The survey report indicates that the project area could
potentially support the dwarf wedgemussel.
An on-site meeting was held on September 20, 2006 to discuss the project. During the
discussion, NCDOT and the Service agreed on conservation measures and construction
methodologies, Those agreements are reflected in your submitted information and design plans.
Based on all available information, the Service concurs that the project may affect, but is not
likely to adversely affect the dwarf wedgemussel. In addition, we concur that the project will
have no effect on the Tar spinymussel. We believe that the requirements of section 7(a)(2) of the
ESA have been satisfied for these species. 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.
NOV-9-2006 THU 13:49 TEL:[phone] NAME:DWQ-WETLANDS P. 25
NoY109-2006 15:02 From-DIY 5 919-560-33T1 T-62T P.026/035 F-555
The Service appreciates the opportunity to review this project. If you have any questions
regarding our response, please contact Mr. Gary Jordan at [phone] (Ext. 32).
Sincerely,
i Pete-Benjamin
Field Supervisor
cc: Eric, Alsmeyer, USACE, Raleigh, NC
Rob Ridings, NCDWQ, Raleigh, NC
Travis Wilson, NCWRC, Creedmoor, NC
Chris Militscher, USEPA, Raleigh, NC
NOV-9-2006 THU 13:49 TEL:[phone] NRME:DWO-WETLANDS P. 26
Nov-09-2006 15:03 From-DIV 5

919-560-3371 T-62T P-027/035 F-555
STATE ofi NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPET T
GOVERNOR SrCltt;MY
October 18, 2006
U.S. Fish and Wildlife Service
P.O Box 33726
Raleigh, NC 27636-3726
Attention: Mr. Gary Jordan
Subject: Biological determination request for federally protected mussels
associated with construction of Bridge No. 176 on SR 1211 over Buffalo
Creek in Franklin County. WBS Element No. 15B.22.3
Reference: 1. NCDOT Report of mussel survey findings (NCDOT, June 29, 2006)
2. USFWS Response to report (USFWS, July 12, 2006)
Dear Sir:
Heavy rains and flooding associated with Tropical Storm Alberto on June 14, 2006
damaged a triple barrel box culvert on SR 1211 over Buffalo Creek in Franklin County
(see attached map). Alderman Environmental Services subsequently conducted a mussel
survey at the site on June 25, 2006 (see attached report). The following biological
determination was provided for the site: "If HQW protection measures are implemented,
may affect; not likely to adversely affect the dwarf wedgemussel. No effect for Tar River
spinymussel". ' This information was forwarded to your office on June 29, 2006. The
Department had requested concurrence of the findings in this correspondence.
Your office responded by letter dated July 12, 2006 stating concurrence with the findings
of the mussel survey and its conclusions. However, you were unable to concur with the
biological determination until provided with a detailed project description. Please note
that the preliminary design has now been completed for the project (see attached plans).
The Department proposes to replace the existing damaged box culvert with a three-span
(1 @ 30 feet, 1 @ 50 feet, 1 @ 30 feet) cored slab Bridge, now referred to as Bridge No.
176. No piles will be located in Buffalo Creek and the banks of Buffalo Creek (within
the limits of the damaged box culvert) will be lined with Class II rip rap.
Divisioa 5, 2612 N. Duke Street, Durham, NC 27704
Phone: [phone] Fax: [phone]
NOV-9-2006 THU 13:49 TEL:[phone] NAME:DWO-WETLANDS P. 27
Nov709-2006 15:03 From-DIV 5 919-560-33T1 T-627 P.028/035 F-555
2
The following environmental commitments will be adhered to during construction:
1. The existing box culvert will be entirely removed from the stream. The Department
proposes to disassemble the culvert using non-shattering methods removing the
structure in the fewest number of sections as possible to limit the'amount of loose
debris created. The segments will subsequently be removed from the stream.
2. Turbidity curtains will be installed upstream and downstream of the project to
minimize movement of sediment during removal of the culvert and construction of
the bridge.
3. Standard Best Management Practices for Construction and Maintenance Activities
will be followed during construction. The Department may utilize the following
devices during construction: temporary silt fence, temporary rock silt check (Type A
and/or Type B), temporary rock sediment dam and special stilling basin (i.e. silt bag).
4. The Department will establish the new streambank immediately after removal of the
box culvert. The banks will be stabilized with Class II rip rap.
The Department requests that you review this information and provide a biological
determination. Please contact me at your convenience if you need additional information
concerning this project. You are aware of the urgency to complete this project and we
thank you in advance for your assistance in this matter.
1hhank you,
04
Chris Murray
NCDOT Environmental Supervisor-Division 5
cc: Division File
Zaki Wafa, NCDOT
Mike Summers, P.E., NCDOT
Dallie Bagwell, NCDOT
J. Wally Bowman, P.E., NCDOT
Mark Staley, E.T., NCDOT
NOV-9-2006 THU 13:49 TEL:[phone] NAME:DWO-WETLANDS P. 2e
.„Nov-0 9r-2006 15:03 From-DIV 5 919-560-33T1 T-627 P.029/035 F-555
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? 11
WBS Element No. 15B.22.3 rows
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From-DIV 5
NOV-9-2006 THU 13:50 TEL:[phone] NAME:DWO-WETLANDS P. 31
,,Nov-09-2006 15:04 From-DIV 5 919-560-3371

Alderman Environmental Sorvices, Inc.
June 25, 2005
PROJECT: Freshwater mussel surrey for ErnerCency Survey on SR 1211; Buffalo
Cr., Franlclln County, NC
TARGET SPECIES: Federally listed endanured dwarfriedgemusscl (Alasruldhuza
beferodon) and Tar River spinymussel (Elliptic sl4w=a a)
BIOLOGIST: J. Alderman
ASSISTANT: J.D. Aldermau
N.C. WILDLIFE RESOURCES COMMISSION ES PEItMYT: NC - 2006 ES 139
U.S. FISH AND WILDLIFE SER'VIC'E ES PEM IT: TE055756-0
STATION 20060615.1jnia
LOCATION: Buffalo Cr., Tar River Basin, Franklin County, North Carolina; within
600 meters dotimcreek to 100 meters upcreek from the toad crossing at 36.12093 N,
78.3454 W
SURVEY DATE: June 25, 2006
HABITAT:
IVATERBODY TYPE:
FLOW:
RELA'INE DEPTH:
DEPTH (ib<2 FEET):
SUBSTRATE:
COMPACTNESS:
SANDIGRAVEL. BARS:
WOODY DEBRIS:
BEAVER ACTIVITY:
Stream
Run, slack
Shallow
40
Clay, silt, sand, gravel, vegatation, detritus
Normal and unconsolidated
Rme
Average
Small dams downstream and larger dam upstream
NOV-9-2006 THU 13:51 TEL:[phone] NAME:DWO-WETLANDS
T-627 P.032/035 F-555
J
P. 32 •
Nov-09-2006 15:04 From-DIY 5
BABITAT (CONTINUED):
919-560-3371 T-627 P-033/035 F-555
WINDTHROW: Low
TEMPORARY POOLS: Present
CHANNEL WIDTH: Varies
BANK HEIGHT: I+ meters
BANK STABILITY: Some erosionlundercutting
BUFFER WIDTH: None to wide
RIPARIAN VEGETATION: Wooded, shrub-brush, grass, marsh
LAND USE: Natural, timber, old pasture, rural
PERCENT COVER: 0% downstream and 50% upstream
WOODLAND EXTENT: None to intermediate
NATURAL LEVEES: At least ono
VISIBILITY: Turbid
WATER LEVEL: Up slightly
1VEATIMIU Sunny, hot; then cloudy with min
TECHNIQUES AND SURVEY TIME:
TECHNIQUES: Visual; tactile, toeing
SURVEY TIME: 3.0 person hours
FRESHWATER MUSSELS:
Elliptio complanata-41 live, shells >30
Elliptio icterina - 3 live
Pyganodon eararacta- I live, 1 shell
Utterbackia imbeciliis -- 3 live
OTHER TA.XA:
Campeloma decisum - common
Corbicula fiuminea - common
COMMENTS:
No Tar River spinymussel habitat; stream too small for Tar River spinymussel.
Downstream from the culvert, Buffalo Creek flows through old past= and marsh
habitats for several hundred meters. No trees emst along the creek in this area.
Buffalo Creek in this area is sufficiently large and provides adequate substrates and water
quality to potentially support a dwarf wedgemussel polulation in the futuro. Other
streams in this area of the Tar River support local populations of the dwarf wedgrmussal;
therefore, if Habitat is maintained or improved in this area of Buffalo Creek, there is
NOV-9-2006 THU 13:51 TEL:[phone] NAME:DWQ-WETLANDS P. 33
Nov;;-09-2006 15:04 From-DIV 5 919-560-33T1 T-62T P-034/035 F-555
i
i
potential for this area to became occupied dwarf wcdScmu=1 habitat. Therefore, HI3h
Quality Waters protection measures are recommcadad while replacing the culvert
at this site.
BIOLOGICAL DETERMINATION: If HQW protection measures are
implemented, may affect; not likely to adversely affect the dwarf
wedgemussel. No effect for the Tar River spinymussel.

NOU-9-2006 THU 13:51 TEL:[phone] NAME:DWQ-WETLANDS P. 34
No?-09-2006 15:04
From-DIV 5
919-560-3371
T-627 P.031/035 F-555
I ?
ICDOT - DIVISION 5, FRESHWATER MUSSEL.
EMERGENCY SURVEY
FRANKLI N
_... ? 1.
/ Buffalo Creek South Side Tar River
SR01211
ti. 1

N
p 2 !,4310;.
0 .survey stauon
MAJOR STREAMS
., ROADS
COUNTY LINE
NOV-9-2006 THU 13:51 TEL:[phone] NAME:DWO-WETLANDS P. 35
OW A T ?9?G
VDWV!? =t
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality

November 13, 2006
Franklin County
DWQ Project No. 20061764
Bridge 176 on SR 1211
State Project No. 15B.22.3
APPROVAL of 401 WATER QUALITY CERTIFICATION and TAR-PAMLICO BUFFER AUTHORIZATION,
with ADDITIONAL CONDITIONS
Mr. Jon G. Nance, PE, Division Engineer
NCDOT, Division 5
2612 North Duke Street
Durham, NC 27704
Dear Mr. Nance:
You have our approval, in accordance with the conditions listed below, for the following impacts for the purpose of
emergency replacement of a box culvert to a bridge on-SR 1211 in Franklin County:
Stream Im acts iti the Tar-Pan-dico River Basin
Site New Riprap Impact to Perennial
Stream linear ft Total Stream Impact
linear ft
1 6 6
Total 6 6
Total Stream Impact for Project: 6 linear feet.
Wrtlamrl Imnacts in the Tar-Pamlico River Basin
Site Permanent Fill
ac Total Wetland Impact
ac
1 0.01 0.01
Total 0.01 0.01
Total Wetland Impact for Project: 0.01 acres.
Tar-Pamlien Rinarian Buffer Imnacts
Site Zone 1 minus = Zone 1 _ Zone 1 Buffer Zone 2 minus = Zone 2 Zone 2 Buffer
Impact Wetlands Buffers (not Mitigation Impact Wetlands Buffers (not Mitigation
(sq ft) in Zone 1 wetlands) Required (sq ft) in Zone 2 wetlands) Required (using
s ft s ft (using 3:1 ratio) s ft (sq ft) 1.5:1 ratio)
1 90 0 90 N/A 7 0 7 N/A
2 0 0 0 N/A 17 0 17 N/A
Totals 90 0 90 0 24 0 24 0
* n/a = Total for Site is less than 1 /3 acre and 150 linear feet of impact, no mitigation required
Total Buffer Impact for Project: 114 square feet.
NottliCarolina
Transportation Permitting Unit Aatimallf
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o enr state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer-50% Recycled110% Post Consumer Paper
oto

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
The project shall be constructed in accordance with your application dated received November 9, 2006. After
reviewing your application, we have decided that these impacts are covered by General Water Quality Certification
Number 3494. This certification corresponds to the Nationwide Permit 3 issued by the Corps of Engineers. This
approval is also valid for the Tar-Pamlico Riparian Buffer Rules (15A NCAC 2B.0250). In addition, you should
acquire any other federal, state or local permits before you proceed with your project including (but not limited to)
Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval will expire
with the accompanying 404 permit.
This approval is valid solely for the purpose and design described in your application (unless modified below).
Should your project change, you must notify the DWQ and submit a new application. If the property is sold, the
new owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying
with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or of total
impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as
described in 15A NCAC 2H.0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the
conditions listed in the attached certification as well as those listed below.
Conditions of Certification:
1. Strict adherence to the most recent version of NCDOT's Best Management Practices For Bridge Demolition and
Removal approved by the US Army Corps of Engineers is a condition of the 401 Water Quality Certification.
2. Bridge deck drains should not discharge directly into the stream. Stormwater should be directed across the
bridge and pre-treated through site-appropriate means (grassed swales, pre-formed scour holes, vegetated buffers,
etc.) before entering the stream. Please refer to the most current version of Stormwater Best Management Practices.
3. Riprap should not be placed in the active thalweg channel or placed in the streambed in a manner that precludes
aquatic life passage. Bioengineering boulders or structures should be properly designed, sized and installed.
4. For any streams being impacted due to site dewatering activties, the site shall be graded to its preconstruction
contours and revegetated with appropriate native species.
5. If concrete is used during construction, a dry work area should be maintained to prevent direct contact between
curing concrete and stream water. Water that inadvertently contacts uncured concrete should not be discharged to
surface waters due to the potential for elevated pH and possible aquatic life and fish kills.
6. During the construction of the project, no staging of equipment of any kind is permitted in waters of the U.S., or
protected riparian buffers.
7. The dimension, pattern and profile of the stream above and below the crossing should not be modified.
Disturbed floodplains and streams should be restored to natural geomorphic conditions.
8. All work in or adjacent to stream waters shall be conducted in a dry work area. Approved BMP measures from
the most current version of NCDOT Construction and Maintenance Activities manual such as sandbags, rock berms,
cofferdams and other diversion structures shall be used to prevent excavation in flowing water.
9. Heavy equipment shall be operated from the banks rather than in the stream channel in order to minimize
sedimentation and reduce the introduction of other pollutants into the stream.
10. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent
contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
Noj?thCarolina
Transportation Permitting Unit Aahlra!!y
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http•//h2o enr state nc us/ncwetlands
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
.. O?O? W A T ?9QG
wa,?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
11. No rock, sand or other materials shall be dredged from the stream charnel except where authorized by this
certification.
12. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface
waters is prohibited.
13. The permittee and its authorized agents shall conduct its activities in a manner consistent with State water
quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act) and
any other appropriate requirements of State and Federal law. If DWQ determines that such standards or laws are not
being met (including the failure to sustain a designated or achieved use) or that State or federal law is being violated,
or that further conditions are necessary to assure compliance, DWQ may reevaluate and modify this certification.
14. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise
authorized by this certification..
15. A copy of this Water Quality Certification shall be posted on the construction site at all times. In addition, the
Water Quality Certification and all subsequent modifications, if any, shall be maintained with the Division Engineer
and the on-site project manager.
16. The outside buffer, wetland or water boundary located within the construction corridor approved by this
authorization shall be clearly marked by highly visible fencing prior to any land disturbing activities. Impacts to
areas within the fencing are prohibited unless otherwise authorized by this certification.
17. Upon completion of the project, the NCDOT Division Engineer shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ when all work included in the 401 Certification has been
completed.
18. Native riparian vegetation must be reestablished within the construction limits of the project by the end of the
growing season following completion of construction.
19. There shall be no excavation from, or waste disposal into, jurisdictional wetlands or waters associated with this
permit without appropriate modification. Should waste or borrow sites be located in wetlands or streams,
compensatory mitigation will be required since that is a direct impact from road construction activities.
20. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion
Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of the
North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased
borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Surface Mining
Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with
the requirements of the Sedimentation Pollution Control Act.
One diCarolina
Transportation Permitting Unit ? auturd«J
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone]Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
21. Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved by
this Certification. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they
shall be removed and the natural grade restored upon completion of the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that conforms
to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, N.C. 27699. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please contact Rob Ridings at [phone].
,Since ely,
Alan W. Klimek, P.E.
Attachments (General Certification and Certificate of Completion form)
cc: Chris Murray, Division 5 Environmental Officer
Eric Alsmeyer, US Army Corps of Engineers, Raleigh Field Office
Travis Wilson, NC Wildlife Resources Comnnission
DWQ Raleigh Regional Office copy
File Copy
No iCarolina
Transportation Permitting Unit ? Ntura«?
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] / Internet: http://h2o enr state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
.1
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
October 19, 2006
Chris Murray
North Carolina Department of Transportation
Division 5
2612 N. Duke Street
Durham, North Carolina 27704
Dear Mr. Murray:
sw di
?f4%? o wOG '`??;
This letter is in response to your letter of October 18, 2006 which provided the U.S. Fish and
Wildlife Service (Service) with the biological determination of the North Carolina Department of
Transportation (NCDOT) that the proposed replacement of a three-barrel culvert under SR 1211
on Buffalo Creek in Franklin County, with a 110 feet long bridge may affect, but is not likely to
adversely affect the federally endangered dwarf wedgemussel (Alasrnidonta heterodon). In
addition, NCDOT has determined that the project will have no effect on the federally endangered
Tar spinymussel (Elliptio steinstansana). 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 June
25, 2006. The survey extended 100 meters upstream and 600 meters downstream of SR 1211.
Although no federally threatened or endangered species were collected, several specimens of
four other species were collected. The survey report indicates that the project area could
potentially support the dwarf wedgemussel.
An on-site meeting was held on September 20, 2006 to discuss the project. During the
discussion, NCDOT and the Service agreed on conservation measures and construction
methodologies. Those agreements are reflected in your submitted information and design plans.
Based on all available information, the Service concurs that the project may affect, but is not
likely to adversely affect the dwarf wedgemussel. In addition, we concur that the project will
have no effect on the Tar spinymussel. We believe that the requirements of section 7(a)(2) of the
ESA have been satisfied for these species. 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.
.t
The Service appreciates the opportunity to review this project. If you have any questions
regarding our response, please contact Mr. Gary Jordan at [phone] (Ext. 32).
Sincerely,
Il
?- Pete Benjamin
Field Supervisor
cc: Eric Alsmeyer, USACE, Raleigh, NC
Rob Ridings, NCDWQ, Raleigh, NC
Travis Wilson, NCWRC, Creedmoor, NC
Chris Militscher, USEPA, Raleigh, NC
Nov-09-2005 14:55 From-DIV 5
919-550-3371 T-627 P-001/035 F-555
NCDOT DIVISION FIVE , n n r. 7 r) d
F -A- X
To: Rob Ridings, NCDENR-DWQ
Date: 11/9/06
Number of pages including cover sheet:
From: Chris Murray
NCDOT - DIVISION 5
2612 N. DUKE STREET
DURHAM, NC 27704
Phone: [phone]
Fax phone: [phone]
CC:
Phone: [phone]
Fax phone: [phone]
REMARKS: ? Urgent ® For your review ? Reply ASAP ? Please comment
Rob,
please find permit application for replacement of storm-damaged, three-barrel box culvert with a three-
span bridge (Bridge No. 179) on SR 1211 (West River Road) in Franklin County. This roadway has been
closed since June 14, 2006 resulting in significant delays to the public residing in and new Louisburg.
The project also has drawn interest from Senator Doug Berger and Representative Lucy Allen, who have
concerns over impacts to these citizens. Your prompt attention to this permit application would be
greatly appreciated.
Thanks,
Chris Murray
Div. 5 Environmental Supervisor
NOV-9-2006 THU 13:42 TEL:[phone] NAME:DWO-WETLANDS P. 1
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Alan W. Klimek, P.E. Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review, Program Development and
Transportation Permitting Units
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
To: r(S Fax #: S-60' 3 3 7/
Company: )' V1s% -?- Date.
From:
Number of pages including cover sheet.
Notes or special instructions: A,,(Ae, W I Z11

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N Carolina
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401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
lntemet: http://h2o.enr,state.nc,us/ncwetiands
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