20061674 Ver 1_Complete File_20061117

Re: I3-3373 permit conditions (UNCLASSIFIED)
Subject: Re: B-3373 permit conditions (UNCLASSIFIED)
From: Susan Thebert <[e-mail]>
Date: Thu, 14 Dec 2006 09:17:14 -0500
To: "Spencer, Richard K SAW" <[e-mail]>
CC: [e-mail], Rachelle Beauregard <[e-mail]>
Richard:
Sorry it has taken me so long to get back to you. Here is the vegetation
monitoring strategy that we are proposing for B-3373. It was prepared by Matt
Green in the Roadside Environmental unit who will actually be doing the
vegetation monitoring. The on-site monitoring team has also reviewed this
vegetation monitoring plan.
Conduct the vegetation monitoring by utilizing 50' x 50' plots every 100' or so
along a transect. The plot method simply makes it easier from year to year to
see determine what is
occurring with the vegetation at the site. I'd like to propose that we also
set a groundwater monitoring well in association with every plot that is
established along the transect. I've taken a look at the MicroStation files for
the project, and by setting a transect perpendicular to the stream it appears
that the transect will be about 700' ± across the site. I'd like to propose
that we set 7 plots and 7 monitoring gauges along one transect.
Please let me know what you think.
Thanks,
Susan
"Spencer, Richard K SAW" wrote:
Classification: UNCLASSIFIED
Caveats: NONE
Susan,
I am more concerned with what happens after drawdown and not so much with
mitigation vegetation success criteria. If monitoring is not done along a
transect, I can not tell what is happening along the hydrologic gradient.
How would you be able to tell what type of vegetation change is occurring
along the gradient unless you do the monitoring along a transect? As far as I
am concerned, one transect that runs perpendicular to the stream channel,
from current pond high water to the opposite side, with a sample point every
50 yards would do. I am more concerned with how the vegetation (mostly
herbaceous) changes over time due to possible changes in hydrology. There are
numerous sampling techniques that can be used here, your choice as long as it
will show changes in vegetation over time. Two years of monitoring may not
be enough but I hope we can at least see some trend if we have two normal
rainfall years.
Richard
-----Original Message-----
From: Susan Thebert [mailto:stPiebertc;~dot.state.nc.us]
Sent: Wednesday, November 29, 2006 10:48 AM
To: Spencer, Richard K SAW; brian.wrenn<<{~ncrnail.net
Cc: Rachelle Beauregard
Subject: B-3373 permit conditions
Richard and Brian:
We have a question over the vegetation monitoring in the 8-3373 permit
I of 2 1/26/2007 9:45 AM

Re: I3-3373 permit conditions (UNCLASSIFIED)
conditions.
The DWQ Approval of 401 Water Quality Certification, Conditions of
Certification item 1, state that vegetation monitoring is to be done by
survivability based on stem count per acre over a 5 year monitoring period.
The USACE General Permit Verification, General Permit Special Condition # 19,
states that the vegetative monitoring is to be done along the same transects
as the hydrologic monitoring wells for a period of at least 2 years of normal
rainfall.
NCDOT has no problem doing the vegetative monitoring but would prefer to do
the vegetative monitoring using the DWQ's per acre stem count method over
using the USACE recommended transects.
Typically 50 feet x 50 feet plots are randomly placed in a manner that will
provide a representative sample of the community/communities planted. Five
years of vegetative monitoring is typically done.
Richard please review the permit conditions and consider changing the
vegetation monitoring conditions.
Thank you,
Susan
Classification: UNCLASSIFIED
Caveats: NONE
Susan Thebert <sthebcrl(c%;dot.state.nc.us>
PDEA, Natural Environment
2 of 2 1/26/2007 9:45 AM

~c~ l c~~y
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON. NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF:
Permit Number: SAW-2006-40679-083/RGP31/Scotland County
Permittee: NCDOTB-3373
Issuance: 15 November 2006
Project Manager: Richard K. Spencer

Upon completion of the activity authorized by this permit and any mitigation required by
the permit, sign this certification and return it to the following address:
Wilmington Regulatory Field Office
US Army Corps of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
Please note that your permitted activity is subject to a compliance inspection by a U. S.
Army Corps of Engineers representative. If you fail to comply with this permit you are
subject to permit suspension, modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been
completed in accordance with the terms and condition of the said permit, and required
mitigation was completed in accordance with the permit conditions.
Signature of Permittee

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 2006-40679-83 TIP No: B-3373 State Project No: 8.2590401 County: Scotland
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: North Carolina Department of Transportation
Address: Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Telephone Number: [phone]
Size and Location of project (waterway, road name/number, town, etc.): Bridge No. 61 and 62 on SR 1108 (X-
Way Road) at Gun Swamp Creek in Scotland County, North Carolina.
Description of Activity: (Phase I) Install sheeting on both the upstream and downstream sides of the dam breach
construction site. Construct a permanent breach of the SR 1108 roadway/dam at the location of the original stream
channel impacting 0.33 acre of waters of the United States. Construct a temporary 100-foot long bridge over the
breach and control draw down Lytch's Pond water surface elevation to a final water surface elevation of 164 feet mean
sea level. Perform necessary repairs to bridge #62 to allow the reopening of SR 1108. (Phase II) Existing Bridges
#61 and #62 will be removed in their entirety and the opening filled to road grade with suitable road fill material. The
temporary bridge at the breach will be removed and replaced with an 84-foot long single span box beam bridge. The
causeway (approach) will be widened to current roadway standards impacting 0.22 acre of waters of the United States.
Traffic will be detoured onto existing roadways during all phases of construction. All temporary fill is to be placed on
filter fabric and removed from the waterway in its entirety upon completion of the construction.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C. 1344)
Section 10 (River and Harbor Act of 1899)
Authorization: Nationwide Permit Number
31 Regional General Permit Number
Your work is authorized by this Regional General (RGP) or Nationwide (NWP) Permit provided it is accomplished
in strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section 404
(if Section 404 block above is checked), before beginning work you must also receive a Section 401 water quality
certification from the N.C. Division of Environmental Management, telephone [phone]
Please read and carefully comply with the attached conditions of the RGP or N WP. Any violation of the conditions
of the RGP or NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or
appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to obtain
any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State
and local agencies before beginning work.
This verification will remain valid until 31 August 2008 unless the regional general permit authorization is modified,
reissued or revoked. If, prior to 31 August 2008 the regional general permit authorization is reissued and/or
modified, this verification will remain valid until 31 August 2008, provided it complies with all modifications. If the
regional general permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the regional general permit, will remain
authorized provided the activity is completed within twelve months of the date of the regional general permit's
expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to
modify, suspend or revoke the authorization

If there are any questions regarding this authorization or any of the conditions of the RGP or NWP, please contact
the Corps Regulatory Official specified below.
Date 15 November 2006
/S/
Corps Regulatory Official Richard K. Spencer Telephone No. [phone]
CF: Art King, DEO, NCDOT
Timothy Johnson, P.E., Division Engineer, NCDOT
John Hennessy, NCDWQ
Ken Averrett, NCDWQ
Susan Thebert, PDEA

Action ID: 2006-40679-83 TIP No: B-3373 State Project No: 8.2590401 County: Scotland
GENERAL PERMIT SPECIAL CONDITIONS
Failure to institute and carry out the details of the following special conditions below will
result in a directive to cease all ongoing and permitted work within waters of the United
States, including wetlands, associated with the permitted project, or such other remedies
and/or fines as the U.S. Army Corps of Engineers District Commander or his authorized
representatives may seek.
2. All work authorized by this permit must be preformed in strict compliance with the
attached plans, which are a part of this permit. Final plans for Phase two shall be
submitted to the U.S. Army Corps of Engineers for review and approva160 days prior to
the awarding of any construction contract or the start of work, which every would occur
first. Written verification shall be provided by the applicant to the U.S. Army Corps of
Engineers that the final construction drawings for each phase comply with the attached or
phase two submitted permit drawings prior to any active construction in waters of the
United States, including wetlands. The permittee shall ensure that the construction design
plans for this project do not deviate from the permit plans associated with this
authorization. Any deviation in the construction design plans shall be brought to the
attention of the U.S. Army Corps of Engineers, Mr. Richard Spencer, Wilmington
Regulatory Field Office prior to any active construction in waters or wetlands and any
modification to the permit plans must be approved by the U.S. Army Corps of Engineers
prior to implementation.
3. A set of as-built or record drawings of each phase of the project and certificate stating that
the work has been completed in accordance with the permit drawings shall be filed with
the U.S. Army Corps of Engineers, Wilmington Regulatory Field office no later than 90
calendar days following completion of each phase of construction.
4. The permittee shall schedule a preconstruction meeting between its representatives, the
contractor's representatives, and the U.S. Army Corps of Engineers, Mr. Richard Spencer,
Wilmington Regulatory Field Office, prior to any work within jurisdictional waters and
wetlands for each phase to ensure that there is a mutual understanding of all of the terms
and conditions contained within this Department of the Army authorization. The
permittee shall notify the U.S. Army Corps of Engineers Project Manager a minimum of
thirty (30) days in advance of the scheduled meetings in order to provide the project
manager with ample opportunity to schedule and participate in the required meetings.
One copy of the final half-size construction drawings shall be furnished to the U.S. Army
Corps of Engineers, Mr. Richard Spencer, Wilmington Regulatory Field Office prior to
the pre-construction meeting.
The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall
provide each of its contractors and/or agents associated with the construction or
maintenance of this project with a copy of this permit and any authorized modifications.
Copies of this permit and any modifications authorized by the U.S. Army Corps of
Engineers shall be available for review at the construction site at all times. All
violations, including non-compliance of these conditions, of the authorized permit shall

be reported to the U.S. Army Corps of Engineers, District Commander within 24 hours of
the violation.
6. Except as authorized by this permit or any U.S. Army Corps of Engineers approved
modification to this permit, no excavation, fill, or mechanized land-clearing activities
shall take place at any time in the construction or maintenance of this project, within
waters or wetlands, or shall any activities take place that cause the degradation of waters
or wetlands. In addition, except as specified in the plans attached to this permit, no
excavation, fill or mechanized land-clearing activities shall take place at any time in the
construction or maintenance of this project, in such a manner as to impair normal flows
and circulation patterns within, into, or out of waters or wetlands.
7. To ensure that all borrow and waste activities occur on high ground and do not result in
loss or the degradation of adjacent wetlands and streams, except as authorized by this
permit, the permittee shall require its contractors and/or agents to identify all areas to be
used to borrow material, or to dispose of dredged, fill, or waste material. The permittee
shall ensure that all such areas comply with the preceding condition (#6) of this permit,
and shall require and maintain documentation of the location and characteristics of all
borrow and disposal sites associated with this project. This information will include data
regarding soils, vegetation and hydrology sufficient to clearly demonstrate compliance
with the preceding condition (#6). All information will be available to the U.S. Army
Corps of Engineers upon request.
8. This permit does not authorize temporary placement or double handling of excavated or
fill material within waters or wetlands outside the permitted area.
9. The permittee shall use appropriate sediment and erosion control practices which equal or
exceed those outlined in the most recent version of the "North Carolina Sediment and
Erosion Control Planning and Design Manual" to assure compliance with the appropriate
turbidity water quality standard. 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 assure compliance with
the appropriate turbidity water quality standards. This shall include, but is not limited to,
the immediate installation of silt fencing or similar appropriate devices around all areas
subject to soil disturbance or the movement of earthen fill, and the immediate
stabilization of all disturbed areas. Additionally, the project must remain in full
compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statutes Chapter 113A Article 4). Adequate sedimentation and erosion
control measures must be implemented prior to any ground disturbing activities to
minimize impacts to downstream aquatic resources. These measures must be inspected
and maintained regularly, especially following rainfall events. All fill material must be
adequately stabilized at the earliest practicable date to prevent sediment from entering
into adjacent waters or wetlands.
10. All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other
toxic materials. No equipment staging or storage of construction material will occur in
wetlands. Hydro-seeding equipment or concrete equipment will not be discharged or
washed out into any surface waters or wetlands. In the event of a spill of petroleum
products or any other hazardous waste, the permittee shall immediately report it to the

N.C. Division of Water Quality at [phone] or [phone] and provisions of
the North Carolina Oil Pollution and Hazardous Substances Control Act will be followed.
11. Every effort shall be taken to control and detain all demolition debris before it can enter
the waterway or wetlands. No demolition debris shall be intentionally allowed to enter
the waterway or wetlands. Any incidental demolition debris shall be removed from the
waterway and/or wetlands in its entirety upon completion of that day's demolition.
12. This permit does not authorize the use of explosives in the demolition of any existing
structures.
13. Dewatering of the construction site shall be accomplished by pumping to a maintained silt
bag or approved silting basin. All connections and hose lines shall be inspected for
proper coupling fit and leaks before the commencement of the daily work. Used silt bags
shall be changed out in accordance with manufacture's specifications and not allowed to
overcharge and release sediment to the surface waters and/or wetlands. Silt bags will not
be located within any wetland or surface water.
14. Construction equipment shall work from the existing causeway and not be allowed within
any unauthorized areas.
15. All temporary fill material shall be placed on filter fabric and removed in its entirety upon
completion of construction. The area shall be restored to preconstruction contours and
stabilized at the earliest practicable date to prevent sediment from entering into adjacent
waters or wetlands.
16. Bridge bents shall not be located within any jurisdictional area.
17. The pond water level shall be lowered at a rate of no greater than 1-foot a day to a final
water surface elevation of 164 feet mean sea level.
18. Measures shall be taken to prevent the sluicing of sediment from the pond during the
draw down phase. The applicant shall provide the U.S. Army Corps of Engineers, Mr.
Richard Spencer, Wilmington Regulatory Field Office with a final plan indicating
measures that will be taken to prevent sediment sluicing prior to the commencement of
pond draw down.
19. A sufficient number of hydrologic monitoring wells shall be installed and developed
along established transects within the pond area immediately following draw down.
Hydrographs will be developed from the collected data to ascertain the extent of
hydrologic regime change resulting from the draw down. Vegetation monitoring shall be
conducted along the same transects to determine changes in vegetation communities
within the pond area. At least two normal rainfall years of monitoring shall be
accomplished with a report of the results provided to the U.S. Army Corps of Engineers
within 30 days following the completion of the monitoring. A longer monitoring period
may be required if normal rainfall years data can not be acquired. The report shall also
provide an assessment, based on collected data, of the affect the draining has had on the
extent of the wetlands within the pond area.

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DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890
Regional Ceneral Permit No. 198200031
Name of Permittee: General Public
Effective Date: September 1.2003
Expiration Date: August 31, 2008
DEPARTMENT OF THE ARMY
REGIONAL GENERAL PERMIT
A regional general permit (RGP) to perform work in or affecting navigable waters of the United
States and waters of the United States, upon recommendation of the Chief of Engineers, pursuant
to Section 10 of the Rivers and Harbors Act of March 3, 1899 (33 U.S.C. 403), and Section 404
of the Clean Water Act (33 U.S.C. 1344), is hereby modified and re-issued by authority of the
Secretary of the Army by the
District Engineer
U.S. Army Engineer District, Wilmington
Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890
TO AUTHORIZE THE DISCHARGE OF DREDGED OR FILL MATERIAL IN WATERS
OF THE UNITED STATES, INCLUDING WETLANDS, ASSOCIATED WITH THE
CONSTRUCTION, MAINTENANCE AND REPAIR OF BRIDGES, INCLUDING
COFFERDAMS, ABUTMENTS, FOUNDATION SEALS, PIERS, APPROACH FILLS,
DETOUR FILLS, BOX CULVERT INSTALLATION AND TEMPORARY
CONSTRUCTION AND ACCESS FILLS, IN WATERS OF THE UNITED STATES AS
PART OF WORK CONDUCTED BY THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION (NCDOT) O~R OTHER STATE, FEDERAL OR LOCAL
GOVERNMENTAL ENTITY, IN THE STATE OF NORTH CAROLINA.
1. Special Conditions.
a. Written confirmation that the ~ronosed work complies with this RGP must be received
from the Wilmington District En ineer prior to the commencement of any work. To enable this
determination to be made, the permittee must furnish the Wilmington District Engineer apre-
construction notification with the following information:

(1) A map indicating the location of the work.
(2) Plans of the proposed work showing all pertinent structures, elevations, dimensions
and quantities of materials and locations of all structures and/or fill in wetlands or waterward of
the normal high water elevation contours.
(3) A brief discussion of the affected aquatic resources, including streams and wetlands.
The discussion shall include the identification and types of vegetation present.
(4) Approximate commencement and completion dates.
(5) A description of methods to be employed to avoid and/or minimize permanent and
temporary impacts to aquatic resources caused by the proposed work.
(6) Plans, including timetables and techniques, for construction, stabilization and
removal of all unavoidable temporary fills.
(7) Names and addresses of adjoining property owners.
b. In the case of fills of one acre or less, including permanent approach fills, detour fills and
fills associated with culvert installation, the Corps of Engineers' Project Manager will determine,
after appropriate onsite visits and review of plans, if the impacts on aquatic resources, including
streams and wetlands, are likely to be such as to require review by Federal and State agencies. If
it is determined that impacts are minimal or can be made minimal by changes agreed to by the
applicant, a letter of authorization to proceed will be provided. If it is determined that review by
Federal and State agencies is necessary to fully evaluate impacts, copies of all plans and
materials will be forwarded to the U.S. Fish and Wildlife Service (U5FWS), the National Marine
Fisheries Service (NMFS), the U.S. Environmental Protection Agency (EPA) and the North
Carolina Department of Environment and Natural Resources (NCDENR). These agencies will
furnish comments to the Wilmington District Engineer within thirty (30) days.
c. In cases of fills greater than one acre, copies of all plans and materials will be forwarded
to the USFWS, the NMFS, the EPA and the NCDENR. These agencies will furnish comments to
the Wilmington District Engineer in thirty (30) days. In cases of land disturbing activities
comprising more than one acre, aSedimentation/Erosion Control Plan will be filed with the
North Carolina Division of Land Resources, Land Quality Section, thirty (30) days prior to
commencing work.
d. Where work is proposed within the twenty (20) coastal counties, as defined by the North
Carolina Division of Coastal Management, the applicant shall forward a copy of the pre-
construction notification to:

National Marine Fisheries Service
101 Pivers Island Road
Beaufort, North Carolina 28516
The counties in which this condition applies are:
Beaufort Hertford Bertie Hyde Brunswick
New Hanover Camden Onslow Carteret Pamlico
Chowan Pasquotank Craven Pender Currituck
Perquimans Dare Tyrrell Gates Washington
e. In the event that any Federal agency maintains an objection or any required State
authorization is outstanding, no notice to proceed will be given until objections are resolved and
State authorizations are issued.
f. No work will proceed until after the applicant has received written notice to proceed from
the Wilmington District Engineer. This notice may include additional conditions and/or
restrictions. Copies of the notice to proceed will be furnished to the USFWS, the iVMFS, the
EPA and the NCDENR with a brief description of the work, including the area of wetlands
affected and the quantity of fill material.
g. Upon completion of any work authorized by this RGP, all temporary fills will be
completely removed and the area reestablished as a wetland by restoring natural hydrology and
native vegetation. Stream contours and riparian vegetation will be reestablished upon the
removal of temporary culverts. In such instances, a restoration plan will be submitted to the
Wilmington District Engineer for approval. Information in the restoration plan will be in
accordance with special condition i, below.
h. Appropriate soil and erosion control measures must be established and maintained during
construction. All fills; temporary and permanent, must be adequately stabilized at the earliest
practicable date to prevent erosion of fill material into adjacent waters or wetlands.
i. In cases where new alignment approaches are to be constructed and the existing wetland
approach fill is to be abandoned and no longer to be maintained as a roadway, the abandoned fill
shall be removed and the area reestablished as a wetland. In such instances, a restoration plan
will be submitted to the Wilmington District Engineer for approval. Information in the
restoration plan will be in accordance with special condition i. below.
j. Discharges of dredged or fill material into waters of the United States, including
wetlands, must be minimized or avoided to the maximum extent practicable. In reviewing an
activity, the Wilmington District Engineer will first determine whether the activity will result in
more than minimal adverse environmental affects. For activities that are determined to have
more than minimal impacts, compensatory mitigation will be required. To expedite the process,
the applicant will provide a mitigation plan with the request for authorization. Site specific
mitigation proposals will include, but are not necessarily limited to, a description of work, a

schedule of work and a monitoring plan, and they will be in accordance with currently approved
Wilmington District and/or Corps-wide mitigation guidelines. The applicant may propose other
forms of mitigation, such as mitigation bank credits or in-lieu fee mitigation with the
notification, which in some situations and at the discretion of the Wilmington District, maybe
considered acceptable mitigation.
k. Activities in any North Carolina designated "Mountain Trout Waters" must comply with
all pH, temperature and turbidity criteria established for such waters by the North Carolina
Wildlife Resources Commission (NCWRC) and/or the North Carolina Division of Water Quality
(NCDWQ). Work that may result in the sedimentation of trout waters will generally be
prohibited from October 15 to April 15, of any year, to avoid impacts on trout spawning.
1. Before discharging dredged or fill material into waters of the United States, including
wetlands, in the twenty-five (25) mountain counties of North Carolina that contain trout waters,
the applicant will obtain and provide a letter of comments and recommendations from the North
NCWRC on the proposed activities. A discussion of alternatives to working in the mountain
trout waters and why alternatives were not selected, and a plan to provide compensatory
mitigation for all unavoidable adverse impacts to the mountain trout waters shall also be
submitted with the letter from NCWRC. To facilitate coordination with the NCWRC, the
proponent may provide a copy of the notification to the NCWRC concurrent with the notification
to the District Engineer. The NCWRC will respond both to the proponent and directly to the
Corps of Engineers.
The applicant should contact:
North Carolina Wildlife Resources Commission
Habitat Conservation Program Manager
1721 Mail Service Center
Raleigh, North Carolina 27699-1721
Telephone [phone]
The counties in which this condition applies are:
Alleghany Ashe Avery Buncombe Burke
Caldwell Cherokee Clay Graham Haywood
Henderson Jackson Macon Madison McDowell
Mitchell Polk Rutherford Stokes Surry Swain
Transylvania Watauga Wilkes Yancey
m. This permit does not authorize the use of culverts in areas designated as anadromous fish
spawning areas by the North Carolina Division of Marine Fisheries (NCDMF) or the North
Carolina Wildlife Resources Commission (NCWRC).
n. Discharges into Waters of the United States designated by either the North Carolina
Division of Marine Fisheries (NCDMF) or the NCWRC as anadromous fish spawning area are
prohibited during the period between February 15 and June 30, without prior written approval

-~
from NCDMF or NCWRC and the Corps. Discharges into waters of the United States
designated by NCDMF as primary nursery areas and discharges into waters of the United States
designated by NCWRC as inland nursery areas shall be coordinated with NCDMF and NCWRC
prior to being authorized by this RGP. Coordination with NCDMF and NCWRC may result in a
required construction moratorium during periods of significant biological productivity or critical
life stages.
The Applicant should contact:
NC Division of Marine Fisheries North Carolina Wildlife Resources Commission
3441 Arendell Street Habitat Conservation Program Manager
Morehead Clty, NC 28557 1721 Mail Service Center
Telephone [phone] Raleigh, NC 27699-1721
or 800-682-2632 Telephone [phone]
o. No activity may result in substantial permanent disruption of the movement of those
species of aquatic life indigenous to the waterbody, including those species that normally migrate
through the area.
p. This permit generally allows the permanent installation of culverts to 100 feet in length.
For culverts longer than 100 feet, the proposed application will be closely evaluated to determine
if unacceptable impacts on movement of aquatic organisms would result. In such cases, approval
may not be provided.
q. If the project is located within the twenty (20) counties of North Carolina designated as
coastal counties by the Coastal Area Management Act (CAMA), then all pipe and culvert inverts
will be buried at least one foot below normal bed elevation when they are placed within the
Public Trust Area of Environmental Concern (AEC) and/or the Estuarine Waters AEC as
designated by CAMA, and/or all streams appearing as blue lines on United States Geological
Survey (USGS) quad sheets. If the project is not located within the twenty (20) counties of North
Carolina designated as coastal counties by CAMA, then culvert inverts will be buried at least one
foot below the bed of the stream for culverts greater than 48 inches in diameter. For culverts 48
inches in diameter or smaller, culverts must be buried below the bed of the stream to a depth
equal to or greater than 20 percent of the diameter of the culvert. Bottomless arch culverts will
satisfy this condition. A waiver from the depth specifications in this condition maybe requested
in writing. The waiver will only be issued if it can be demonstrated that the impacts of complying
with this condition would result in more adverse impacts to the aquatic environment.
r. All activities authorized by this RGP shall, to the extent practicable, be conducted "in the
dry", with barriers installed between work areas and aquatic habitat to protect that habitat from
cement or other pollutants. Where concrete is utilized, measures will be taken to prevent live or
fresh concrete, including bags of uncured concrete, from coming into contact with waters of the
state until the concrete has hardened. Water in the work area will be pumped to holding and
settling ponds as practicable, and water will not be allowed to re-enter the water column until
decanted.

s. If the project authorized by this RGP is proposed by a Federal or State agency, and is
located within the twenty (20) counties of North Carolina designated as coastal counties by the
LAMA, then prior to project initiation the proponent must obtain a determination of consistency
with the state's coastal management program from the N.C. Division of Coastal Management
(DCM). A copy of the state's consistency determination must be provided to the appropriate
Wilmington District Regulatory Office at the following address:
Wilmington Regulatory Field Office Washington Regulatory Field Office
P.O. Box 1890' P.O. Box 1000
Wilmington, NC 28402 Washington, NC 27889
The state's consistency determination will be conveyed in the form of a CAMA permit if the
project is located within a designated CAMA Area of Environmental Concern (AEC), and will
be conveyed in the form of a Consistency Determination letter from DCM if the project is not
located within a designated CAMA AEC.
t. No work shall be authorized by the RGP within the twenty coastal counties, as defined by
the North Carolina Division of Coastal Management, without prior consultation with NOAA
Fisheries. For each activity reviewed by the Corps of Engineers where it is determined that the
activity may affect Essential Fish Habitat (EFH) for Federally managed species, an EFH
Assessment shall be prepared by the applicant and forwarded to the Corps of Engineers and
NOAA Fisheries for review and comment prior to authorization of work.
u. All work will comply with Water Quality Certification No. 3404, issued by the NCDWQ
on 28 March 2003.
v. The activity must be designed to maintain preconstnaction downstream flow conditions
(e.g., location, capacity, and flow rates). Furthermore, the activity must not permanently restrict
or impede the passage of normal or expected high flows and the structure or discharge of dredged
or fill material must withstand expected high flows
2. General Conditions.
a. All activities authorized by this RGP that involve the discharge of dredged or fill material
in waters of the United States will be consistent with applicable water quality standards, effluent
limitations and standards of performance, prohibitions, pre-treatment standards and management
practices established pursuant to the Clean Water Act (33 U.S.C. 1344) and applicable State and
local law. If the proposed activity involves the discharge of dredged or fill material in waters of
the United States, prior to the commencement of any work, the applicant will satisfy the
NCDWQ regarding the need for a Water Quality Certification pursuant to Section 401 of the
Clean Water Act.
G

b. There will be no unreasonable interference with navigation or the right of the public to
riparian access by the existence or use of activities authorized by this RGP.
c. A pennittee, upon receipt of written notice from the Wilmington District Engineer of
failure to comply with the terms or conditions of this RGP, will, within 60 days, without expense
to the U.S. Government, and in such manner as the Wilmington District Engineer may direct,
affect compliance with the terms and conditions or return the worksite to a pre-work condition.
d. The permittee must make every reasonable effort to perform the work authorized herein in
a manner so as to minimize any adverse impact on fish, wildlife and natural environmental
values.
e. The permittee must perform the work authorized herein in a manner so as to minimize any
degradation of water quality. The activity will be conducted in such a manner as to prevent a
significant increase in turbidity outside the area of construction or construction-related discharge.
Increases such that the turbidity in the water body is 50 NTU's or less in all rivers not designated
as trout waters by the North Carolina Division of Environmental Management (NCDEM), 25
NTU's or less in all saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout
waters, are not considered significant.
f. The permittee will permit the Wilmington District Engineer or his representative to make
periodic inspections at any time deemed necessary in order to assure that the activity is being
performed or maintained in strict accordance with the Special and General Conditions of this
permit.
g. This RGP does not convey any rights, either in real estate or material, or any exclusive
privileges; and it does not authorize any injury to property or invasion of rights or any
infringement of Federal, State or local laws or regulations, nor does it obviate the requirement to
obtain State or local assent required by law for the activity authorized herein. These may
include, but are not necessarily limited to, a Dredge and/or Fill Permit (N.C.G.S. 113-229), a
CAMA Permit (N.C.G.S. 113A-118), an Easement to Fill (N.C.G.S. 146-12) and a Water Quality
Certification pursuant to Section 401 of the Clean Water Act.
h. Authorization provided by this RGP may be modified, suspended or revoked in whole or
in part if the Wilmington District Engineer, acting on behalf of the Secretary of the Army,
determines that such action would be in the best public interest. Unless subject to modification,
suspension or revocation, the term of this RGP shall be five years. Any modification, suspension
or revocation of this authorization will not be the basis for any claim for damages against the
U.S. Government.
i. This RGP does not authorize the interference with any existing or proposed Federal
project and the permittee will not be entitled to compensation for damages or injury to the
structures or work authorized herein which may be caused by or results from existing or future
operations undertaken by the United States in the public interest.
7

j. This RGP will not be applicable to proposed construction when the Wilmington District
Engineer determines that the proposed activity would significantly affect the quality of the
human environment and determines that an Environmental Impact Statement (EIS) must be
prepared.
k. This RGP will not be applicable to proposed construction when the Wilmington District
Engineer determines, after any necessary investigations, that the proposed activity would
adversely affect areas that possess historic, cultural, scenic, conservation or recreational values.
Application of this exemption applies to:
(1) Rivers named in Section 3 of the Wild and Scenic Rivers Act (15 U.S.C. 1273), those
proposed for inclusion as provided by Sections 4 and 5 of the Act and wild, scenic and
recreational rivers established by State and local entities. .
(2) Historic, cultural or archeological sites listed in or eligible for inclusion in the
National Register of Historic Places as defined in the National Historic Preservation Act of 1966
as amended, the Abandoned Shipwreck Act of 1987 and the Native American Graves Protection
and Repatriation Act.
(3) Sites included in or determined eligible for listing in the National Registry of Natural
Landmarks.
(4) Endangered or threatened species or critical habitat of such species as determined by
the Secretaries of Interior or Commerce and concerned in accordance with the Endangered
Species Act (16 U.S.C. 1531).
(5) NOAA designated marine sanctuaries, National Estuarine Research Reserves, and
coral reefs.
1. Permittees are advised that activities in or near a floodway maybe subject to the National
Flood Insurance Program, which prohibits any activities, including fill within a floodway that
results in any increase in base flood elevations.
m. At his discretion, the Wilmington District Engineer may determine that this RGP will not
be applicable to a specific construction proposal. In such case, the procedure for processing an
individual permit in accordance with 33 CFR 325 will be available.
n. The permittee or the permittee's successors will maintain the authorized work in good
condition and in conformance with the terms and conditions of the RGP.

o. The discharge of dredged or fill material shall consist of suitable material free from toxic
pollutants in toxic amounts.
BY AUTHORITY OF THE SECRETARY OF THE ARMY:
harles le ander, Jr
Colonel, U. S. Army
District Engineer

9

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William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
November 17, 2006
Scotland County
Bridge Nos. 61 and 62 on SR 1108
DWQ Project No. 20061674
B-3373
APPROVAL of 401 Water Quaiity Certification
Dr. Gregory J. Thorpe, PhD., Branch Manager
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina, 27699-1548
Dear Dr. Thorpe:
You have our approval, in accordance with the conditions listed below, for the following impacts for the
purpose of replacing Bridges Nos. 61 and 62 over Gum Swamp Creek on SR 1108 in Scotland County:
Wetland Impacts in the Lumber River Basin
Site Fill
(ac) Fill
(temporary)
ac Drainage
(ac) Total Wetland
Impact (ac)
1B 0.22 0.07 0 0.29
Mill and 0 0 18.57 18.57
Total 0.22 0.07 18.57 18.86
Total Wetland Impact for Project: 18.86 acres.
Open Water Pond Impacts in the Lumber River Basin
Site Permanent Fill in
Open Waters
ac Temporary Fill in
Open Waters (ac) Permanent
Drainage of
O en Waters ac Total Fill in
Open Waters (ac)
lA 0.33 0 0 0.33
Mill and 0 0 32.22 32.22
Total 0.33 0 32.22 32.55
Total Open Water Impact for Project: 32.55 acres.
The project shall be constructed in accordance with your application dated received October 24, 2006.
After reviewing your application, we have decided that these impacts are covered by General Water
Quality Certification Number 3404. This certification corresponds to the General Permit 31 issued by the
Corps of Engineers. 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
Transportation Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] l Internet: htto:l/h2o.enr.state.nc.us/ncwetlands
An Equal OpportunitylAffirmative Action Employer - 50% Recycled110% Post Consumer Paper

Dr. Thorpe
B-3373
November 17, 2006
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 1501inear feet,
compensatory mitigation maybe 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.
Conditions of Certification:
1. Compensatory mitigation is required for impacts to 18.86 acres of riverine wetlands. The
permittee shall comply with the on-site wetland mitigation plan submitted on October 24, 2006.
Prior to the start of hydrologic monitoring, a hydrologic monitoring plan shall be submitted in
writing to and approved by the Division of Water Quality. The hydrologic monitoring plan shall
include maps showing the proposed number and location of the monitoring gauges.
For the wetland mitigation sites shown in Figure 1 of the wetland mitigation plan outlined in blue,
the permittee shall plant 680 stems/acre. Vegetation success shall be measured by survivability
over a 5-year monitoring period. Survivability will be based on 320 stems/acre after three (3)
years and 260 stems after five (5) years. A survey of vegetation during the growing season shall
be conducted annually over the five-year monitoring period and submitted to the NC Division of
Water Quality. If the surviving vegetation densities are below the required thresholds after the
five-year monitoring period, the site may still be declared successful at the discretion of and with
written approval from the NC Division of Water Quality.
Hydrologic success of the sites will be attained by restoration of a hydrologic regime that results
in inundation or saturation of the soils within 12 inches of the ground surface for at least 12.5
percent of the growing season. The hydrologic monitoring shall persist for a total of five (5)
years. A survey of the hydrology during the growing season shall be conducted annually over the
five-year monitoring period and submitted to the NC Division of Water Quality. After the five-
year monitoring period, if the monitoring requirements are not met, the site may still be declared
successful at the discretion of and with written approval from the NC Division of Water Quality.
If the hydrologic monitoring data shows that less than 18.86 acres of wetland are restored, DOT
will be required to obtain additional wetland mitigation to satisfy the compensatory mitigation
needs of the project.
2. This approval will expire with the accompanying federal 404 permit issued by the Corps of
Engineers. This condition supercedes condition No. 19 of Genera] Water Quality Certification
Number 3404.
Placement of culverts and other structures in waters, streams, and wetlands shall be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result
in dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream
of the above structures. The applicant is required to provide evidence that the equilibrium is being
maintained if requested in writing by DWQ. If this condition is unable to be met due to bedrock
or other limiting features encountered during construction, please contact the NC DWQ for

2

lir. i u~i~c
B-3373
~ November 17, 2006
guidance on how to proceed and to determine whether or not a permit modification will be
required.
4. 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.
5. 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.
6. 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.
7. The use of rip-rap above the Normal High Water Mark shall be minimized. Any rip-rap placed
for stream stabilization shall be placed in stream channels in such a manner that it does not
impede aquatic life passage.
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. Heavy equipment may be operated within the stream channels however, its usage shall be
minimized.
11. 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.
12. No rock, sand or other materials shall be dredged from the stream channel except where
authorized by this certification.
13. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or
adjacent to surface waters is prohibited.
14. 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.
15. All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless
otherwise authorized by this certification..

Dr. Thorpe
B-3373
November 17, 2006
16. 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.
17. 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.
18. 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.
19. Native riparian vegetation (ex. list trees and shrubs native to your geographic region) must be
reestablished within the construction limits of the project by the end of the growing season
following completion of construction.
20. 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. 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.
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.
22. 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.
ti
4

lir. i norpe
B-3373
"~ ~ , ~ ~ November 17, 2006
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
Brian Wrenn at 919-733-5715.
Sincerely,
Alan W. Klimek, P.E.
Attachment
cc: Tim Johnson, Division 8, District Engineer, NC DOT
Richard Spencer, Amy Corps of Engineers Wilmington Regulatory Field Office
Ken Averitte, DWQ Fayetteville Regional Office
Travis Wilson, NC WRC
Gary Jordan, US FWS
Chris Militscher, US EPA
Kathy Matthews, US EPA
File Copy

W~d y,. e ,..,
~ ~~ D~
V. M
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GoveaNOR
October 24, 2006
U.S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1890
Wilmington, NC 28402-1890
,. _
06 1 G 74
LYNDO TIPPETT
SI:CRF.I'ARY
ATTN: Mr. Richard Spencer
NCDOT Coordinator
SUBJECT: Clean Water Act Section 404 Regional General Permit No. 198200031
Application for replacement of Bridge Nos. 61 and 62 over Gum Swamp Creek at
Lytch's pond (X-Way pond) on SR 1108 (X-Way Road) in Scotland County.
Federal Aid Project No. BRSTP-1108 (4), State Project. No. 8.2590401, $475.00
Debit Work Order 8.2590401, WBS Element No. 33021.1.1.
Division o. -
References: Wetland Restoration Plan dated 10/11/06.
X-Way Pond Dam Breach Installation Plans
Figure 1. Aerial Photol~raphy
NCDENR Certificate of Approval letter dated 9/1/06
Bridge No. 61 was constructed in 1977 and is 53 feet long. It is a single span superstructure
composed of a steel plank deck on I-beams supported by end bents composed of steel cap on
steel piles. Currently no water flows beneath Bridge No. 61.
Bridge No. 62 was constructed in 1975 and is 1 l0 feet long and 28 feet in width providing for
two travel lanes. It is a three span superstructure composed of a steel plank deck on I-beams
supported by timber caps and concrete piles encased at the spillway.
The replacement of Bridge No. 62 (TIP B-3373) is scheduled to be let in September 2008. Due to
the rapid deterioration of the concrete spillway under Bridge No. 62 in Scotland County and the
deterioration of the bridge substructure itself, the North Carolina Department of Transportation
(NCDOT) was forced to close X-Way Road (SR 1108) to avoid the serious injury and potential
loss of life that would result from a bridge failure.
X-Way Road (SR l 108) has an estimated Average Daily Traffic (ADT) of 4,000 vehicles per day
and this route is a significant thoroughfare in the Laurinburg/ Scotland County area. Currently,
MAILING ADDRESS: LOCATION:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: [phone]
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS FAX: [phone] CAPITAL BLVD., SUITE 240
1598 MAIL SERVICE CENTER RALEIGH NC 27604
RALEIGH NC 27699-1598 WEBSITE: WWW.NCDOT.ORG
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traffic that would normally travel SR 1108 is being detoured approximately 7 miles. This creates
significant additional road-user costs for the travelling public.
NCDOT proposes to breach the existing dam first and then replace Bridge No. 62 at the
scheduled letting in September 2008. A breach of the existing dam will facilitate the construction
of a temporary bridge. The temporary bridge will have a length of 100 feet, clear roadway width
of 28 feet and overall width of 40 feet. Repairs to Bridge No. 62 will then be conducted "in the
dry" so that traffic may be restored on SR 1108. The significant amount of planning,
environmental studies and design work that must be completed prior to a normal T.I.P. letting
make it impossible to accelerate the original project and perform all of the required work in one
stage.
Please see the enclosed Pre-Construction notice (PCN), permit drawings, design plans and
wetland restoration plan for the subject project. A Categorical Exclusion (CE) for this project
was completed in 01/98 and a Categorical Exclusion (CE) Addendum will be completed in
10/06. A copy of the CE addendum will be forwarded to the appropriate agencies upon
completion.
Bridge No. 62 is located over an active concrete spillway. Bridge No. 61 (approximately 650 feet
northeast of Bridge No. 62) is located near an abandoned turbine house. Lytch's pond is located
upstream of the two existing bridges. The current off-site detour will be used during project
construction.
The project will be constructed in two phases. During Phase I (Permit drawing Site lA, Sheet 4
of 12), the dam will be breached and the water drained to original stream boundaries. A
temporary bridge will be constructed above the dam breach at the natural stream channel. Bridge
No. 62 will be repaired and the road opened to traffic.
During Phase II Bridge Nos. 6l and 62 will be removed (Permit drawing Site 1 B, Sheet 9 of 12)
and the area filled with earthen material. The road will be closed to traffic temporarily and an off-
site detour utilized while the temporary bridge is removed and the proposed permanent bridge
constructed over the breach area.
Phase I (November 21, 2006)- Proposed Plan of Action for Breach of Lytch's pond and
BridSe No. 62 repairs:
The breach plan is completed and enclosed with this application (X-Way Pond Dam Breach
Installation Plans) and shown on Site 1 A (Permit drawing Sheet 4 of 12). Dam Safety (North
Carolina Department of Environment and Natural Resources or NCDENR) has approved the
breach plans in a letter dated 09/01 /06 (Please see enclosed NCDENR Certificate of Approval
letter). According to the breach plan, the water level will be lowered permanently from a normal
pool elevation of 172 feet to a new elevation of 164 feet restoring the water level to the original
stream boundaries. The water level will be lowered gradually, at a rate of no greater than 1-foot a
day according to the breach plan. The following are steps involved in the breach.
1. Maintain Traffic on the current offsite detour.
2. Install temporary sheeting on both upstream and downstream sides of breach location.
3. Dewater area within temporary sheeting
4. Construct proposed rip rapped breach
2

5. Construct 100-foot temporary bridge over the breach
6. Gradually lower pond water level (controlled with sheeting elevation)
7. Make necessary repairs to Bridge No. 62
8. Open X-Way Road (SR-1 l08) to traffic
Sediment Control: Prior to allowing water to overtop the weir shown on Drawing XW-203, Sheet
4 of 4 (X-Way Pond Dam Breach Installation Plans), the Contractor will excavate any sediment
located within 20 feet of the centerline of the breach from Station 0+60 to Station 0+80 (Breach
Channel Stations). The sediment will be excavated down to at least elevation 160 feet and
relocated to the designated Temporary Stockpile Area (Drawing No. XW-205, Sheet 1 of 1, X-
Way Pond Dam Breach Installation Plans). The cofferdam shown downstream of the breach
(Drawing XW-203, Sheet 1 of 4 of the X-Way Pond Dam Breach Installation Plans) will remain
in place during the lowering of the water level to act as a sediment basin. Sediment will be
removed as necessary and in such a way as to avoid damage to or removal of the sheet piling
and/or rip rap used for the breach.
Repairs on Bridge No. 62 will be completed after the dam breach and the water level is lowered.
No jurisdictional impacts to surface waters are anticipated from bridge repair.
Phase II (September 20081-Removal of Bridge Nos. 61 and 62. widening of existing
approaches, and replacement of the temporary bridge over the breach with a permanent 84
foot bride (Permit DrawinE Site 1B, Sheet 9 of 12):
Bridges No. 61 and 62 will be removed and filled in during Phase II. No jurisdictional impacts
are anticipated from bridge removal or fill placement. The existing approaches will be widened
to current standards.
The temporary bridge over the breach will be removed and the proposed permanent 84-foot
bridge will be constructed over the dam breach and stream channel. Road closure is proposed and
an off-site detour will be utilized.
IMPACTS TO WATERS OF THE UNITED STATES
The project is located in the Lumber River subbasin 03-07-55. The Division of Water Quality
(DWQ) best usage classification of Gum Swamp Creek (DWQ) Index No.14-32-(2) is B Sw.
There are no ORW, HQW, WS-I or WS-II identified waters within a mile of the study area. Gum
Swamp Creek is not listed on the NC 2006 Section 303(d) list.
At present, the spillway (below Bridge No. 62) carries the entire pond outflow. There is no other
water outlet. The spillway is approximately 90 feet wide. The water depth flowing over the
spillway ranges during the year from 6 inches to 12 inches. Water depth of Lytch's pond ranges
from several inches at the edges to over 6 feet at the original stream channel. The water of
Lytch's pond is cloudy and dark colored from tannins. The substrate consists of fine to course
silt and sand sediments.
Permanent wetland and surface water impacts from the drainage of Lytch's pond have been
estimated using 1998 infra-red, 2003 aerials, LIDAR contours (2 feet, 5 feet and 10 feet), a study

by Schnable Engineering that extended approximately 400 feet from the roadway, and field
truthing (See attached Wetland Restoration Plan).
Wetland and surface water impacts from the dam breach, Bridge Nos. 61 and 62 removal,
temporary bridge construction and permanent bridge construction were calculated and are shown
on the Impact Summary sheet (Permit drawing, Sheet 3 of 12).
Permanent Impacts at Breach site (Phase I~ There will be surface water impacts from the
installation of the rip-rap for the dam breach. These impacts are shown on Sheet 4 of 12 (Permit
drawing) and summarized on the Impact Summary Sheet (Permit drawing, Sheet 3 of 12). The
fill in surface waters will be 0.33 acres. There will be no wetland impacts from construction for
the dam breach.
Permanent Impacts as a result of the Breach: The drainage of Lytchs Pond will impact
approximately 18.57 acres of wetlands and 32.22 acres of open water (see Figure 1 and attached
Wetland Restoration Plan).
Permanent Impacts from Permanent Bridge Construction (Phase IILThe permanent proposed
bridge over Gum Swamp Creek at the breach site will be 84 feet long. Wetland impacts
associated with construction of the permanent bridge over Gum Swamp Creek are due to
approach work as shown on Sheet 9 of 12 (Permit drawing Site 1 B) and are summarized on the
Impact Summary Sheet (Permit drawing Sheet 3 of 12). Fill in wetlands will be 0.22 acre and
impacts from erosion control are 0.07 acre. These estimates are preliminary. A permit
modification application will be submitted when final design is completed for the September
2008 letting.
Temporary Impacts from Breach: Temporary surface water impacts from the dam breach total
0.09 acres (Permit drawings, Impact Summary Sheet, Sheets 3 and 4 of 12). Temporary surface
water impacts are for dewatering.
Utilitypacts: A Progress Energy power pole is located in the southeast quadrant of the dam
breach (shown on top of the rip rap in the dam breach Permit drawing Sheet 9 of 12). This power
pole will be moved south approximately 15 feet and re-attached to the aerial line that traverses
the earthen dam.
BellSouth has an underground telephone line along the west side of the bridge. The underground
line will be abandoned and a new line will be attached to the Progress Energy power poles to
make an aerial line for this section.
A cable TV line is attached below the Progress Energy line on the power pole. The cable TV line
will reconnect to the relocated Progress Energy power pole.
According to the Scotland County Water Department there are no public water or sewer lines in
the vicinity of the project.
No jurisdictional impacts will occur from the above utility pole relocations.
4

FEDERALLY PROTECTED SPECIES
Plants and animals with federal classifications of Endangered (E), Threatened (T), Proposed
Endangered (PE) and Proposed Threatened (PT) are protected under the provisions of the
Endangered Species Act of 1973, as amended.
As of April 27, 2006 the US Fish and Wildlife Service (USFWS) lists six federally protected
species for Scotland County (Table 1). No species have been added or deleted from this list since
the 1998 CE and preparation of the 2006 CE addendum. The USFWS Threatened and
Endangered Species in North Carolina website list checked for updates on 8/21/06. Biological
conclusions of each species are shown in Table 1.
The "No Effect" Biological Conclusion was reached for red-cockaded woodpecker, rough-leaved
loosestrife and American chaffseed based on lack of suitable habitat. The biological conclusions
for these three species remain valid because the current study area lacks suitable habitat. Recent
surveys for Canby's dropwort (August 24, 2006) and Michaux's sumac (July 20, 2006) were
conducted and no specimens of either species were found. Biological Conclusions of No Effect
are given for these species.
Table 1. Federally Protected Species for Scotland County
Common Name Scientific Status Suitable Habitat Biological
Name in the study Conclusion
area
Red-cockaded Picoides E No No Effect
Wood ecker borealis
Michaux's Rhus michaaixii E Yes No Effect
sumac
Canby's Oxypolis E Yes No Effect
dro wort canb ii
American Alligator T(S/A) Yes N/A
alli ator mississi iensis
American Schwalbea E No No Effect
chaffseed americana
Rough-leaved Lysimachia E No No Effect
loosestrife as erulae olia
AVOIDANCE, MINIMIZATION and MITIGATION
Avoidance and Minimization:
Avoidance examines all appropriate and practicable possibilities of averting impacts to "Waters
of the US". The NCDOT is committed to incorporating all reasonable and practicable design
features to avoid and minimize jurisdictional impacts and to minimize impacts as part of the
project design. Practical means to minimize impacts to surface waters temporarily impacted by
the project include:
5

Project Specific Measures-
• Sediment Wedge: Prior to allowing water to overtop the weir shown on Drawing XW-203,
Sheet 4 of 4 (X-Way Pond Dam Breach Installation Plans), the Contractor shall excavate any
sediment located within 20 feet of the centerline of the breach from Station 0+60 to Station
0+80 (Breach Channel Stations). The sediment should be excavated down to at least
elevation 160.0 feet and relocated to the designated Temporary Stockpile Area (Drawing No.
XW-205, Sheet 1 of 1 of the X-Way Pond Dam Breach Installation Plans).
• The cofferdam shown downstream of the breach (X-Way Pond Dam Breach Installation
Plans, Drawing XW-203, Sheet 1 of 4) will remain in place during the lowering of the water
level to act as a sediment basin. Sediment will be removed as necessary and in such a way as
to avoid damage to or removal of the sheet piling and rip rap for the breach.
• During construction road closure is planned and traffic will be diverted to an off-site detour.
• The project is to be constructed on existing alignment.
• The permanent bridge will be constructed at the original stream channel boundary.
• The project design was developed to keep the footprint of the proposed project away from the
wetlands in the northern (pond side) quadrant. The approach fill slopes are 2:1 in wetlands
(Permit Drawings Sheet 8 and 12 of 12).
• The permanent 84-foot bridge will be a single span box beam structure. No interior bents are
proposed.
• No end bents from temporary bridge construction are to be placed in surface waters of Gum
Swamp Creek.
• Temporary workpad(s) will be placed in uplands (on the causeway) away from the stream
channel.
Standard Measures-
Best Management Practices will be followed for this project as outlined in "NCDOT's Best
Management Practices for Construction and Maintenance Activities".
Miti atg ion: On-site wetland mitigation is proposed because of wetland impacts associated with
pond drainage. The proposed wetland mitigation site will be approximately 54.52 acres
consisting of 18.57 acres of upland (drained wetland) and 32.22 acres of wetland (drained surface
water) restoration. A permanent conservation easement will be placed on the mitigation site. The
mitigation design will be determined and finalized after the pond has been drained. The
mitigation design will be included in the permit modification application that will be submitted
for the September 2008 letting.
REGULATORY APPROVALS
Section 404 Permit: It is anticipated that the impacts (permanent and temporary) from the dam
breach, dewatering, temporary construction and repairs, bridge removal and construction will be
authorized under a Section 404 Regional General Permit No. 198200031 based on an on-site
meeting with Richard Spencer on August 29, 2006. We are therefore requesting the issuance of a
Regional General Permit No. 198200031 for the impacts associated from project construction.
6

Section 401 Permit: We anticipate 401 General Certification number 3404 will be applicable to
this project. In compliance with Section 143-215.3D(e) of the NCAA we have provided a
method of debiting $475, as noted in the subject line of this application, as payment for
processing the Section 401 Water Quality Certification modification application. We are
providing 5 copies of this application to the North Carolina Department of Environment and
Natural Resources, Division of Water Quality for their use.
Thank you for your time and assistance with this project. A copy of this permit application will
be posted on the NCDOT website at http://www.ncdot.org/~doh/preconstruct/pe/neu/permit.html.
Please contact Susan Thebert at [phone] or [e-mail] if you have any
questions or need any additional information.
Sincerely,
~ > ~-' ~.
/V j ~-------~__
/. Gregory J. Thorpe, Ph.D
''~ Environmental Management Director, PDEA
w/attachment
Mr. John Hennessy, NCDWQ (5 Copies)
Mr. Travis Wilson, NCWRC
Mr. Clarence W. Coleman, P.E., FHWA
Mr. Gary Jordan, USFWS
Dr. David Chang, P.E., Hydraulics
Mr. Mark Staley, Roadside Environmental
Mr. Greg Perfetti, P.E., Structure Design
Mr. Tim Johnson, P.E., Division 8 Engineer
Mr. Art King, Division 8 Environmental Officer
w/o attachment
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Mr. Tracy Walter, PDEA Project Planning Engineer
Mr. Carl Goode, PE, Human Environment Unit Head

Office Use Only: Form Version March OS
20,..~~~ ~~ 4
USAGE Action ID No. DWQ No.
(lY any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. 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: 198200031
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: ^
II. Applicant Information
1. Owner/Applicant Information
Name: Gregory J. Thorpe, Ph.D. Environmental Management Director
Mailing Address: 1598 Mail Service Center
Telephone Number: [phone] Fax Number:_(919) 733-9794
E-mail Address:
2. Agent/Consultant Information (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:
Page 1 of 9

III. Project Information
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 NRCS 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: Bridge No. 62 replacement and breach of earthen dam impounding Lytch's
pond of GumSwamp Creek on SR 1 ] 08 X-way Road
2. T.I.P. Project Number or State Project Number (NCDOT Only): B-3373
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Scotland Nearest Town: Laurinburg
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): Travel south on US 15,
401, 501 bypass of Laurinburg. Turn rightwest) on West Boulevard,_,(SR 1108). Bridge is
approximately 3 miles.
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): 340 44' 36" °N 79031'44" °W
6. Property size (acres): N/A
7. Name of nearest receiving body of water: Gum Swamp Creek
8. River Basin: Lumber
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.cnr.state.nc.us/admin/mates/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: SR 1108 is located on an earthen dam of L, ch's Rond,
Page 2 of 9

which is an impoundment of Gum Swamp Creek west of the roadway Bride No. 62 spans
the spillway of the pond, which allows Gum Swamp Creek to continue to flow downstream
east of the bridge. Wetlands are located around the~pond and in areas downstream of the
spillway. Land use isprimarily agricultural and residential with a several businesses.
10. Describe the overall project in detail, including the type of equipment to be used:
The project will be handled in a two phase method. Phase I will involve breachin og f the
dam and construction of a temporary bridge to reopen the road for travel. Phase II of the
project will be constructing the permanent bride over the breach and removal of the existing
structures.
11. Explain the purpose of the proposed work: The existing bridge was constructed in 1975. To
improve safety by Bridge replacment and spillwa}_repairs.
IV. Prior Project History
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.N/A
V. 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.
VI. 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
Page 3 of 9

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.
1. Provide a written description of the proposed impacts: Surface water impacts from
Dam breach and temporarybridge placement. Wetland impacts from permanent bridge
construction. Temporarypacts from dewatering.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, ~~rading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no) Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
1 B Fill Forested yes 0 0.22
IB Erosion Control Forested yes 0 0.07
Figure ] (Aerial) permanent drainage Forested yes 0 18.57

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:18.86
4. 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, dam
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
must be included. To calculate acreage, multi 1 length X width, then divide b 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent`? Average
Stream Width
Before Im act Impact
Length
(linear feet Area of
Impact
(acres
Site lA Gum Swamp Cr. Fill Pereenial Millpond N/A 0.33

Page 4 of 9

Total Stream Impact (by length and acreage) 0.33
5. 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, dred in , floodin , draina e, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(]f applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
Figure 1 (Aerial) Lytch's pond permanent drainage pond 32.22

Total Open Water Impact (acres) 32.22
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.33
Wetland Im act (acres): 18.86
O en Water Impact (acres): 32.22
Total Im act to Waters of the U.S. (acres) 51.41
Total Stream Impact (linear feet): N/A
7. 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 USAGE.
8. 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.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe 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
Page 5 of 9

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.During construction road
closure is planned and traffic will be diverted to an off-site detour. Project construction is on
existing alignment. Pernament bridge is to be located at the site of the original stream channel
boundary.
VIII. 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.
USAGE - 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,
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 USAGE 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://h2o.enr.state.nc. ushlcwetlands/strm~;ide.html.
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.
Please see attached sheet
Page 6 of 9

2. 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 http://h2o.cnr.statc.nc.us/wrp/index.htm. 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
IX. 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 aNEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ^
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 ^
X. 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
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
Page 7 of 9

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.
* Impact Required
Zone i~,,...,.o F o.~ Multiplier ~,~.,,^ ~,~_
3 (2 for Catawba)
1.5
Total
* Zone (extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 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
XI. Stormwater (required by DWQ)
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.N/A
XII. 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.
N/A
XIII. 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
XIV. 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
Page 8 of 9

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.statc.nc.us/ncwetlands. If no, please provide a short narrative description:
Protect construction consists of construction on existing alignment. X-way road will remain a 2
lane facility, no widening is proposed. No construction on new location is proposed
XV. 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).
Road is now closed to traffic due to safety issues Completion of Phase I construction will allow
the road to reopen to traffic. Anticipated let date for phase one is November 21 2006
Notification by Permit modification application will be submitted for the September 2008 letting
of the permanent bride over the breach and removal of Bridges Nos 62 and 61
\ ? ~-~
( ~_.
_ -- ----
_~ .~..,.
Z~-log
Applicant/Agent's Signature D to
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

Gum Swamp Wetland Restoration Plan
At the X-Way Dam of Lytchs Pond
On SR 1108 (X-Way Road)
Scotland County
Reference TIP B-3373
Federal-Aid Project BRSTP-1108(4)
WBS No. 33021.1.1
October 11, 2006
The North Carolina Department of Transportation (NCDOT) will perform on-site
mitigation for wetland impacts at the SR 1108 bridge replacement. This mitigation
occurs adjacent to Transportation Improvement Program (TIP) B-3373. Due to safety
concerns with the spillway of Bridge No. 62 and the associated closing of X-Way Road
the project will consist of a two-phase process. The first phase will begin in November
2006 with the breach of the X-Way Dam and controlled drainage of Lytchs Pond. This
will facilitate repairs to Bridge No.62 and construction of a temporary structure over the
breach area in order to re-open X-Way Rd. The second phase is the bridge replacement
TIP B-3373, which is currently scheduled for letting in September 2008.
The present total mitigation site is approximately 54.52 acres. The adjacent wetlands that
will be impacted by the drainage of Lytchs Pond total approximately 18.57 acres.
NCDOT proposes to restore approximately 32.22 acres of wetland as on-site mitigation
for TIP B-3373. This calculation has been produced using 1998 infra-red aerial
photography; 2003 aerial photography; 2-foot, 5-foot, and 10-foot LIDAR contours; a
sediment thickness study by Schnabel Engineering that extended approximately 400'
from the roadway; and limited field truthing.
Existing Conditions
The project is located in a rural area of Scotland County approximately 4.0 miles
southwest of Laurinburg and just north of the South Carolina State Line on SR 1108 as it
crosses the X-Way Dam in Gum Swamp.
The Categorical Exclusion (CE) for TIP B-3373, dated January 1998, provides further
details concerning existing natural resources and roadway conditions.
X-Way Dam is an old, earthen dam of Lytchs Pond, which is an approximately 54.52
acre impondment of Gum Swamp Creek, on the west side of the roadway. The existing
site contains 35.95 acres of open water and 18.57 acres of adjacent wetland. A Cypress-
Gum Swamp community occurs throughout this area. Vegetation within the swamp
includes pond cypress, black gum, red maple, sweet gum, and loblolly pine. The
inundated soils of the mitigation site are designated in the CE by the Scotland County
Soils Survey as Swamp, which is listed as a hydric soil.

Bridge No. 62 spans the spillway of the pond, which allows for downstream flow east of
the bridge. The concrete spillway under Bridge No. 62 has been undermined by water
flow traveling beneath the structure. These circumstances created safety concerns with
the structural integrity of the bridge and have resulted in the closing of SR 1108 through
Gum Swamp.
Proposed Conditions
Design
The proposed wetland mitigation site will be approximately 54.52 acres consisting of
18.57 acres of upland (impacted wetland), 3.73 acres of open water, and 32.22 acres of
wetland restoration. Restoration will involve a planned breaching of the X-Way Dam
and controlled drainage of Lytchs Pond to design elevations. A permanent conservation
easement will be placed on the mitigation site with the stipulation that any state, federal,
or land conservation entity may build a dam upstream of the X-Way project to restore
Lytchs Pond. The conservation easement will work to protect the site in perpetuity,
regardless of dam replacement.
The Breach Plan for the X-way Dam provides further details concerning the controlled
drainage of Lytchs Pond.
The Natural Environment Unit will provide construction oversight to ensure the wetland
mitigation area is constructed properly.
Vegetation Planting
The natural seed bank that resides in the substrate beneath Lytchs Pond, once exposed to
aerobic conditions, should provide a substantial source of native species. Planting of
native species will be performed within the restoration area by the NCDOT at the density
rate of 680 seedlings per acre, which equates to a planting space of about 8 feet on center.
Monitoring
Upon the successful completion of the controlled drainage, the following monitoring
strategy is proposed for the mitigation site. NCDOT will document monitoring activities
on the site in an annual report distributed to the regulatory agencies for a minimum
period of five years or until the site is considered successful.
Hydrologic Monitoring
Ground water gauges will be installed along transects of the pond and adjacent wetland.
Gauges will be placed in both areas of existing wetland and proposed wetland, and
monitoring will begin post-pond drainage.
Vegetation Success Criteria
NCDOT shall monitor the restoration site by visual observation and photo points for
survival and aerial coverage of vegetation. Monitoring will be initiated upon the
completion of planting.

JAN-06-1996 06 05
P.02i03
Q~~ a ~'~ L? IJ 1r1 L~l Jul
NCDENR SEP 0 7 2006 ~~
North Carolina Department of Environment and Natural Resources
Division of Land Resources 011lI~iS~iON~~ ~ s
James D. Simons, PG, PE
Director and State Geologist
September 1, 2006
RECEIVED
OCT y ~ 20Uo
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Certificate of Approval ~~,
,
Mr. Max Price, PE
. ,NCDOT Hydraulics Unit
1590 Mail Service Center
Raleigh, North Carolina 27699-1590
Mr. Wade S. Dunbaz, TIT
816 West Covington Street
Laurinhurg, North Carolina 28352
RE: Approval to Breach
X Way Millpond Dam
State I.D. SCOTL-017
Dcar Sirs:
C,,:,..,~ "~:qYS
PDEA•OF~i~:~ , _ ~~VVIF
This is in response to your submission reccived on August 8, 2006 ofplans, specifications and
design data to breach the subject dam in compliance with the Dam Safety Law of 1967. These
documents were prepazed under the supervision of Mr. Donald L. Basinger, PE, with Schnabel
Engineering. This letter constitutes approval of your proposal to breach the subject dam
according to the plans and spccifications received by this Division on August 8, 2006 with the
following stipulations:
1. Project construction shall be supervised by a qualified professional engineer.
2. During construction, the Division of Land Resources may require such progress reports
as are deemed ncccssazy.
3. Upon completion of the project, a qualified professional engineer shall inspect the
completed work and upon finding (a) that the work has been done as specified and (b)
that the breach has been sufficiently stabilized to restrain accelerated erosion, and (c) the
remains of the dam are safe, shall file with the Division of Land Resources two sets of
record drawings and a certificate stating that the work has been completed in accordance
with the approved plans and other requirements.
Geological Survey • Land Quality • Geodetic Survey
Division of Land Resources • 1612 Mefl Service Cenler, Raleigh, North Carolina .27899.1812
512 North Salisbury Slreet, Raleigh, North Carolina 27604
919-733.38331 FAJ(: 919-715.88011 Inlemet• wuuw.dlr.enr. slate.nc.usldlr.htm
An Equal Opportunity 1 Arfirmetlve Actlon Employer - SD96 Recyeled 11 D°~ Post Consumer Paper

J~?N-a6-1996 06 05
X Way Millpond Dam
September 1, 2006
Page Z of 2
P.03i03
4. You must notify Mr. Doug Jones, PE, Regional Engineer, Land Quality Section, 225
Green Street, Fayetteville, North Carolina 28301, telephone number [phone] ten
days before the start of construction.
The Army Carps of Engineers and the Water Quality Section of this Department should be
contacted to determine if additional permits are required. Also, the erosion and sediment control
program having jurisdiction should be contacted to determine permit requirements. In any case,
sediment must be prevented from entering the waters of the state or flowing onto neighboring
property.
Construction must begin within three years of the date of this approval or the approval„ isyoid..
For assistance, you may contact Mr. Doug Jones, PE, Regional Engineer at [phone] or a
member of the Central Office dam safety staff at [phone].
~~'
7amcs D. Simons, PG, PE
Director and State Geologist
MRF/
cc: Mr. Donald L. Basinger, PE, Schnabcl Engineering
Ms. Belinda Henson, Surface Water Protection Regional Supervisor
Mr. Doug Jones, PE, Land Quality Regional Engineer
Mr. Richard K. Spencer, US Army Corps of Engineers
-TOTAL P.03

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DIVISION OF HIGHWAYS
SCOTLAND COUNTY
PROJECT: 8.2590401 (B-3373)
BRIDGE NO.G2 OVER GUM SWAMP
CREEK SPILLWAY ON SR 1108
SHEET ~ OF ~ ~ 10®158 2006
NORTH CAROLINA

~~®~~~~ ~L
NUMBER NAM
2 Wade S. Dunbar III ®V'U' ~~~L~~
ADDRESS
816 West Covington Street
Lauringburg, NC 28352

3 Aubrey L. McCormick P. 0. Box 1165
Lauringburg. NC 28352

_ Gloria H. Coughenour 603 West Blvd
Lauringburg, NC 28352

Randall M. Gibson Sr 10981 X-Way Rd
Lauringburg, NC 28352

N. C. DEPT.OF TRANSPORTATION
DIVISION OF HIGHWAYS
SCOTLAND COUNTY
PROJECT:8.2590~01 (8-3373)
BRIDGE N0.62 OVER GUM SWAMP
CREEK SPILLWAY SR 1108
SHEET ~ OF // a 10 9 16 9 2006

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® North Carolina Wildlife Resources Commission
Richard B. Hamilton, Executive Director
MEMORANDUM
TO: Tracy Walter
Bridge Project Planning Engineer, NCDOT
FROM: Travis Wilson, Highway Project Coordinator ~_~ i=/ ~-
Habitat Conservation Program
DATE: October 9, 2006
SUBJECT: Response to the start of study notification from the N. C. Department of
Transportation (NCDOT) regarding fish and wildlife concerns for the
proposed replacement of bridge No. 61 and bridge No. 62 and breach of
the existing earthen dam along SR 1108 at Lytch's pond ,Scotland
County, North Carolina. TIP No. B-3373
This memorandum responds to a request from Tracy Walter of the NCDOT for
our concerns regarding impacts on fish and wildlife resources resulting from the subject
project. Biologists on the staff of the N. C. Wildlife Resources Commission (NCWRC)
have reviewed the proposed improvements. Our comments are provided in accordance
with certain provisions of the National Environmental Policy Act (42 U.S.C. 4332(2)(c))
and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-
667d).
The proposal includes the breach of Lytch's Pond dam, including the removal of
the existing spillway and the construction of a new outlet. The new pond outlet will be
formed by breaching the earthen causeway located between the two existing bridges.
The proposal states sheet pile will be utilized to isolate the excavation of the causeway
breach, once completed the sheet pile will be lowered in stages.
NCDOT should provide a comprehensive dewatering plan. This plan should
include the excavation of a stream channel, if one does not exist, from the future
causeway breach to the existing channel, any method of channel and bank stabilization
that will be utilized. A detailed methodology for lowering the water level including:
timeframes, estimated discharge rates, and to what level the sheet piles will be lowered.
A pre-project and post-project wetland and stream delineation should also be conducted
to determine the effects of lowering the surface water level as well as relocating the
downstream channel.
For the second phase of the project NCDOT is proposing to fill the existing
structures and replace the temporary spanning structure with a permanent spanning

Memo
2 October 9, 2006
structure. NCDOT should provide the dimensions of the future breach in relation to the
stream channel and floodplain dimensions. The dimensions of the breach should be
adequate to pass flood flows without increasing downstream scour or upstream
aggregation.
Furthermore, to help facilitate document preparation and the review process, our
general informational needs are outlined below:
1. Description of fishery and wildlife resources within the project area,
including a listing of federally or state designated threatened, endangered,
or special concern species. Potential borrow areas to be used for project
construction should be included in the inventories. A listing of designated
plant species can be developed through consultation with:
The Natural Heritage Program
N. C. Division of Parks and Recreation
1615 Mail Service Center
Raleigh, N. C. 27699-1615
[phone]
W WW.ncsparks.net/nhp
and,
NCDA Plant Conservation Program
P. O. Box 27647
Raleigh, N. C. 27611
[phone]
2. Description of any streams or wetlands affected by the project. The need for
channelizing or relocating portions of streams crossed and the extent of
such activities.
3. Cover type maps showing wetland acreages impacted by the project.
Wetland acreages should include all project-related areas that may
undergo hydrologic change as a result of ditching, other drainage, or
filling for project construction. Wetland identification maybe
accomplished through coordination with the U. S. Army Corps of
Engineers (COE). If the COE is not consulted, the person delineating
wetlands should be identified and criteria listed.
4. Cover type maps showing acreages of upland wildlife habitat impacted by
the proposed project. Potential borrow sites should be included.
5. The extent to which the project will result in loss, degradation, or
fragmentation of wildlife habitat (wetlands or uplands).
6. Mitigation for avoiding, minimizing or compensating for direct and indirect
degradation in habitat quality as well as quantitative losses.
7. A cumulative impact assessment section which analyzes the environmental
effects of highway construction and quantifies the contribution of this
individual project to environmental degradation.
8. A discussion of the probable impacts on natural resources which will result
from secondary development facilitated by the improved road access.

Memo Page 3 October 10, 2006
9. If construction of this facility is to be coordinated with other state, municipal,
or private development projects, a description of these projects should be
included in the environmental document, and all project sponsors should
be identified.
Thank you for the opportunity to provide input in the early planning stages for
this project. If we can further assist your office, please contact me at [phone].
Cc: Richard Spencer, USAGE
Chris Militscher, EPA
Gary Jordan, USFWS
Polly Lespinasse, DWQ

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 2006-40679-83 TIP No: B-3373 State Project No: 8.2590401 County: Scotland
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Applicant: North Carolina Department of Transportation
Address: Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Telephone Number: [phone]
Size and Location of project (waterway, road name/number, town, etc.): Bridge No. 61 and 62 on SR 1108 (X-
Way Road) at Gun Swamp Creek in Scotland County, North Carolina.
Description of Activity: (Phase I) Install sheeting on both the upstream and downstream sides of the dam breach
construction site. Construct a permanent breach of the SR 1108 roadway/dam at the location of the original stream
channel impacting 0.33 acre of waters of the United States. Construct a temporary 100-foot long bridge over the
breach and control draw down Lytch's Pond water surface elevation to a final water surface elevation of 164 feet mean
sea level. Perform necessary repairs to bridge #62 to allow the reopening of SR 1108. (Phase II) Existing Bridges
#61 and #62 will be removed in their entirety and the opening filled to road grade with suitable road fill material. The
temporary bridge at the breach will be removed and replaced with an 84-foot long single span box beam bridge. The
causeway (approach) will be widened to current roadway standards impacting 0.22 acre of waters of the United States.
Traffic will be detoured onto existing roadways during all phases of construction. All temporary fill is to be placed on
filter fabric and removed from the waterway in its entirety upon completion of the construction.
Applicable Law: X Section 404 (Clean Water Act, 33 U.S.C. 1344)
Section 10 (River and Harbor Act of 1899)
Authorization: Nationwide Permit Number
31 Regional General Permit Number
Your work is authorized by this Regional General (RGP) or Nationwide (NWP) Permit provided it is accomplished
in strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section 404
(if Section 404 block above is checked), before beginning work you must also receive a Section 401 water quality
certification from the N.C. Division of Environmental Management, telephone [phone]
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions
of the RGP or NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or
appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to obtain
any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State
and local agencies before beginning work.
This verification will remain valid unti131 August 2008 unless the regional general permit authorization is modified,
reissued or revoked. If, prior to 31 Aur~ust 2008 the regional general permit authorization is reissued and/or
modified, this verification will remain valid unti131 August 2008, provided it complies with all modifications. If the
regional general permit authorization expires or is suspended, revoked, or is modified, such that the activity would
no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the regional general permit, will remain
authorized provided the activity is completed within twelve months of the date of the regional general permit's
expiration, modification or revocation, unless discretionary authority has been exercised on a case-by-case basis to
modify, suspend or revoke the authorization

If there are any questions regarding this authorization or any of the conditions of the RGP or NWP, please contact
the Corps Regulatory Official specified below.
Date 15 November 2006
/S/
Corps Regulatory Official Richard K. Spencer Telephone No. [phone]
CF: Art King, DEO, NCDOT
Timothy Johnson, P.E., Division Engineer, NCDOT
John Hennessy, NCDWQ
Ken Averrett, NCDWQ
Susan Thebert, PDEA

Action ID: 2006-40679-83 'TIP No: B-3373 State Project No: 8.2590401 County: Scotland
GENERAL PERMIT SPECIAL CONDITIONS
Failure to institute and carry out the details of the following special conditions below will
result in a directive to cease all ongoing and permitted work within waters of the United
States, including wetlands, associated with the permitted project, or such other remedies
and/or fines as the U.S. Army Corps of Engineers District Commander or his authorized
representatives may seek.
2. All work authorized by this permit must be preformed in strict compliance with the
attached plans, which are a part of this permit. Final plans for Phase two shall be
submitted to the U.S. Army Corps of Engineers for review and approva160 days prior to
the awarding of any construction contract or the start of work, which every would occur
first. Written verification shall be provided by the applicant to the U.S. Army Corps of
Engineers that the final construction drawings for each phase comply with the attached or
phase two submitted permit drawings prior to any active construction in waters of the
United States, including wetlands. The permittee shall ensure that the construction design
plans for this project do not deviate from the permit plans associated with this
authorization. Any deviation in the construction design plans shall be brought to the
attention of the U.S. Army Corps of Engineers, Mr. Richard Spencer, Wilmington
Regulatory Field Office prior to any active construction in waters or wetlands and any
modification to the permit plans must be approved by the U.S. Army Corps of Engineers
prior to implementation.
3. A set of as-built or record drawings of each phase of the project and certificate stating that
the work has been completed in accordance with the permit drawings shall be filed with
the U.S. Army Corps of Engineers, Wilmington Regulatory Field office no later than 90
calendar days following completion of each phase of construction.
4. The permittee shall schedule a preconstruction meeting between its representatives, the
contractor's representatives, and the U.S. Army Corps of Engineers, Mr. Richard Spencer,
Wilmington Regulatory Field Office, prior to any work within jurisdictional waters and
wetlands for each phase to ensure that there is a mutual understanding of all of the terms
and conditions contained within this Department of the Army authorization. The
permittee shall notify the U.S. Army Corps of Engineers Project Manager a minimum of
thirty (30) days in advance of the scheduled meetings in order to provide the project
manager with ample opportunity to schedule and participate in the required meetings.
One copy of the final half-size construction drawings shall be furnished to the U.S. Army
Corps of Engineers, Mr. Richard Spencer, Wilmington Regulatory Field Office prior to
the pre-construction meeting.
5. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall
provide each of its contractors and/or agents associated with the construction or
maintenance of this project with a copy of this permit and any authorized modifications.
Copies of this permit and any modifications authorized by the U.S. Army Corps of
Engineers shall be available for review at the construction site at all times. All
violations, including non-compliance of these conditions, of the authorized permit shall

be reported to the U.S. Army Corps of Engineers, District Commander within 24 hours of
the violation.
6. Except as authorized by this permit or any U.S. Army Corps of Engineers approved
modification to this permit, no excavation, fill, or mechanized land-clearing activities
shall take place at any time in the construction or maintenance of this project, within
waters or wetlands, or shall any activities take place that cause the degradation of waters
or wetlands. In addition, except as specified in the plans attached to this permit, no
excavation, fill or mechanized land-clearing activities shall take place at any time in the
construction or maintenance of this project, in such a manner as to impair normal flows
and circulation patterns within, into, or out of waters or wetlands.
7. To ensure that all borrow and waste activities occur on high ground and do not result in
loss or the degradation of adjacent wetlands and streams, except as authorized by this
permit, the permittee shall require its contractors and/or agents to identify all areas to be
used to borrow material, or to dispose of dredged, fill, or waste material. The permittee
shall ensure that all such areas comply with the preceding condition (#6) of this permit,
and shall require and maintain documentation of the location and characteristics of all
borrow and disposal sites associated with this project. This information will include data
regarding soils, vegetation and hydrology sufficient to clearly demonstrate compliance
with the preceding condition (#6). All information will be available to the U.S. Army
Corps of Engineers upon request.
8. This permit does not authorize temporary placement or double handling of excavated or
fill material within waters or wetlands outside the permitted area.
9. The permittee shall use appropriate sediment and erosion control practices which equal or
exceed those outlined in the most recent version of the "North Carolina Sediment and
Erosion Control Planning and Design Manual" to assure compliance with the appropriate
turbidity water quality standard. 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 assure compliance with
the appropriate turbidity water quality standards. This shall include, but is not limited to,
the immediate installation of silt fencing or similar appropriate devices around all areas
subject to soil disturbance or the movement of earthen fill, and the immediate
stabilization of all disturbed areas. Additionally, the project must remain in full
compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North
Carolina General Statutes Chapter 113A Article 4). Adequate sedimentation and erosion
control measures must be implemented prior to any ground disturbing activities to
minimize impacts to downstream aquatic resources. These measures must be inspected
and maintained regularly, especially following rainfall events. All fill material must be
adequately stabilized at the earliest practicable date to prevent sediment from entering
into adjacent waters or wetlands.
10. All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other
toxic materials. No equipment staging or storage of construction material will occur in
wetlands. Hydro-seeding equipment or concrete equipment will not be discharged or
washed out into any surface waters or wetlands. In the event of a spill of petroleum
products or any other hazardous waste, the permittee shall immediately report it to the

N.C. Division of Water Quality at [phone] or [phone] and provisions of
the North Carolina Oil Pollution and Hazardous Substances Control Act will be followed.
11. Every effort shall be taken to control and detain all demolition debris before it can enter
the waterway or wetlands. No demolition debris shall be intentionally allowed to enter
the waterway or wetlands. Any incidental demolition debris shall be removed from the
waterway and/or wetlands in its entirety upon completion of that day's demolition.
12. This permit does not authorize the use of explosives in the demolition of any existing
structures.
13. Dewatering of the construction site shall be accomplished by pumping to a maintained silt
bag or approved silting basin. All connections and hose lines shall be inspected for
proper coupling fit and leaks before the commencement of the daily work. Used silt bags
shall be changed out in accordance with manufacture's specifications and not allowed to
overcharge and release sediment to the surface waters and/or wetlands. Silt bags will not
be located within any wetland or surface water.
14. Construction equipment shall work from the existing causeway and not be allowed within
any unauthorized areas.
15. All temporary fill material shall be placed on filter fabric and removed in its entirety upon
completion of construction. The area shall be restored to preconstruction contours and
stabilized at the earliest practicable date to prevent sediment from entering into adjacent
waters or wetlands.
16. Bridge bents shall not be located within any jurisdictional area.
17. The pond water level shall be lowered at a rate of no greater than 1-foot a day to a final
water surface elevation of 164 feet mean sea level.
18. Measures shall be taken to prevent the sluicing of sediment from the pond during the
draw down phase. The applicant shall provide the U.S. Army Corps of Engineers, Mr.
Richard Spencer, Wilmington Regulatory Field Office with a final plan indicating
measures that will be taken to prevent sediment sluicing prior to the commencement of
pond draw down.
19. A sufficient number of hydrologic monitoring wells shall be installed and developed
along established transects within the pond area immediately following draw down.
Hydrographs will be developed from the collected data to ascertain the extent of
hydrologic regime change resulting from the draw down. Vegetation monitoring shall be
conducted along the same transects to determine changes in vegetation communities
within the pond area. At least two normal rainfall years of monitoring shall be
accomplished with a report of the results provided to the U.S. Army Corps of Engineers
within 30 days following the completion of the monitoring. A longer monitoring period
maybe required if normal rainfall years data can not be acquired. The report shall also
provide an assessment, based on collected data, of the affect the draining has had on the
extent of the wetlands within the pond area.

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t

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORP5 OF ENGINEERS
P.O. BOX 1890
WII,MiNGTON. NORTH CAROLINA 28402-1890
RIiPLY 1'O
A't'TFN'I'ION OF
Permit Number: SAW-2006-40679-083/RGP3l/Scotland County
Permittee: NCDOT/B-3373
Issuance: 15 November 2006
Project Manager: Richard K. Spencer
Upon completion of the activity authorized by this permit and any mitigation required by
the permit, sign this certification and return it to the following address:
Wilmington Regulatory Field Office
US Army Corps of Engineers
Post Office Box 1890
Wilmington, NC 28402-1890
Please note that your permitted activity is subject to a compliance inspection by a U. S.
Army Corps of Engineers representative. If you fail to comply with this permit you are
subject to permit suspension, modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been
completed in accordance with the terms and condition of the said permit, and required
mitigation was completed in accordance with the permit conditions.
Signature of Permittee