20071283 Ver 1_Application_20070726

MICHAEL F. EASLEY.
GOVERNOR
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Ju1.Y 19, 200?
NCDENR Division of Water Quality
John Hennessy
2321 Crabtree Blvd.
Suite 250
Raleigh, NC 27604-2260
RE: Minor Road Crossings / SR 1366 /Columbus County
State Project # 6C.024069
USACOE NWP#14/ NCDENR WQC 3404
Dear Mr. Hennessy:
LYNDO TIPPETT
SECRETARY
Enclosed, please find seven (7) copies of a PCN and related documentation for a Minor Road
Crossing along SR 1366 in Columbus County. The project will be completed in compliance with
NCDENR Division of Water Quality General Certification 3404, and, USACE Nationwide Permit
#14.
This project is being submitted under the 401 Automated Payment Procedure. The State
Project Number is 6C.024069 and, the permit fee is $2_
A separate copy of this submission has been forwarded to Ken Averitte of the Fayetteville
Regional Office.
If you should have any questions or comments regarding this notification, please feel free to
contact me.
incerely,
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ames J. Rerko, PWS
Division 6 Environmental Officer
p. O. Box 1150, Fayetteville, NC 28302-11 SO -Telephone [phone] -Fax [phone]

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STATE OF NORTH CAROLINA
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MICHAEL F. EASLEY W. LYNDO ThP"I~'1~'bl'~,,~~
GOVERNOR SECRETARY
July 19, 2007
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
P.O. Box 1890 0 712 8 3
Wilmington, North Carolina 28402-1890
ATTN: Mr. Richard Spencer
NCDOT Coordinator
Dear Sir:
Subject: Notification for Nationwide Permit 14 (Minor Road Crossing)
NCDENR 401 WQC 3404
Culvert Replacement: SR-1366 (John Coleman Rd.) Columbus County
State Project Number: 6C.024069
The North Carolina Department of Transportation (NCDOT) has scheduled to grade, drain, base
and pave SR-1366, in Columbus County. Total project length is 1.15 miles. The roadway will
be widened from 16 feet to 20 feet and stabilized grass shoulders (6 foot) will be provided. This
project will require the replacement of three (3) wet cross-lines as shown below:
Crossin Roadwa Station Existin Culvert Pro osed Culvert

Crossing #1 Sta. 06+10 38 LF 30" RCP 50 LF 36" CMP
Crossing #2 Sta. 23+10 28 LF 18" RCP 50 LF 24" CMP
Crossing #3 Sta. 44+75 38 LF 30" RCP 50 LF 30" CMP
New stream impacts = 46 linear feet
Construction of this project will require impacts to waters of the United States in the Lumber
River Basin. Crossing #1 conveys an UT to Mill Branch (C; Sw), Crossings #2 & #3 convey
UT's to Gapway Swamp (Buffkin Pond-Richardson Pond) (C; Sw). This project is located in
Hydrologic Unit 03040203, subbasin 03-07-51.
Stream Crossing #1 conveys hydrology collected from aforested/agricultural area. The existing
38 LF 30" RCP has signs of joint failure and end section damage. The culvert will be removed
and replaced with a 50 LF 36" CMP. Due to the intermittent nature of this stream, the culvert
will be buried 7 inches in order to provide for aquatic life movement.
P. O. Box 1150, Fayetteville, NC 28302-1150 -Telephone [phone]- Fax [phone]

Stream Crossing #2 picks up drainage from aforested/agricultural area. Spoil sidecast was
noted along the downstream side of the culvert. During construction the side cast material will
be removed and the previous grade established. The existing 28 LF 18" RCP has signs of joint
failure and evidence of damaged end sections. The culvert will be removed and replaced with a
50 LF 24" CMP. This crossing consists of an intermittent stream; the culvert will be buried 5
inches to provide passage for aquatic life movement.
Stream Crossing #3 hydrology was noted at the entrance of the culvert. Due to sediment
blockage, this culvert was not functioning properly. Spoil sidecast material was noted on both
sides of the culvert. During construction the spoil material will be removed and the previous
grade established. The existing 38 LF 30" RCP has joint failures and end section damage. The
culvert will be removed and replaced with a 50 LF 30" CMP. Although this system is
intermittent, the culvert will be buried 6 inches in order to provide for aquatic life movement.
In general, there will be minor impacts proposed as a result of culvert replacement along SR-
1366 in Columbus County. Forty-Six (46) linear feet of stream impacts are expected. A
Nationwide Permit #14 / NCDENR 401 WQC 3404 is required for the project.
Endangered Species: Plants and animals with Federal classification of Endangered (E) or
Threatened (T) are protected under provisions of Section 7 and Section 9 of the Endangered
Species Act of 1973, as amended. As of January 29, 2004, the U.S. Fish and Wildlife Service
lists five federally protected species for Columbus County.
Federally Protected Species for Columbus County
SCIENTIFIC NAME COMMON NAME STATUS
Acipenser br•evirostrum Shortnose Sturgeon E
Picoides borealis Red-cockaded woodpecker E
Menidia extensa Waccamaw Silverside T
Thalictrurrz cooleyi Cooley's meadowrzre E
Lysimachia
asperulaefolia Rough-leaved loosestife E
"E" denotes endangered (a species that is in danger of extinction throughout
all or a significant portion of its range).
T(S/A)- Threatened due to similarity of appearance, a species that is threatened
Due to similarity of appearance with other rare species and is listed for its
Protection. These species are not biologically endangered or threatened and
Are not subject to Section 7 consultation.

A biological conclusion of "No Effect" was reached for all species during the May 15, 2007
survey for protected species. Protected species were not identified, nor, was the general habitat
for each species identified.
REGULATORY APPROVALS
Application is hereby made for a Department of the Army Nationwide Permit 14 / NCDENR 401
WQC 3404 as required by the above-described activities.
The National Register was reviewed in addition to conducting a field view of the project for
significant historic features.
The project impacts are minor in nature and should not remove or degrade existing water quality
uses. Pipe sizes proposed should address most flooding concerns, but they will not eliminate the
potential to flood.
Attached is a Preconstruction Notification Form, plan sheets, marked county road map, quad
location map and photographs.
If you should have any questions, or, need additional information please. contact James J. Rerko,
PWS at [phone].
r.
incerely
C~ ~'~~~
ames J Rerko, PWS
Division 6 Environmental Officer
ATTACHMENTS
Cc: John Hennessy, Division of Water Quality (7 copies)
Ken Averitte, Division of Water Quality (1 copy)
Terry Gibson, P.E., Division Engineer
H. L. "Drew" Cox, P.E., District Engineer
Ken Clark, County Maintenance Engineer

Office Use Only: Form Version May 2002
USAGE Action ID No. DWQ No. 2 0 7 1 2 8 3
(lt any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
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
2. Nationwide, Regional or General Permit Number(s) Requested: NWP #14
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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
Owner/Applicant Information
Name: Terry R. Gibson, P.E. /NCDOT/Div 6/Division Engineer
Mailing Address: P.O. Box 1150
Fayetteville, NC 28302
Telephone Number: 910-486-1493 Fax Number: 910-486-1959
E-mail Address: t~ibson(a~dot.state.nc.us
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: James J. Rerko, PWS
Company Affiliation: NCDOT/Div 6/Division Environmental Officer
Mailing Address: Same
Telephone Number: 910-437-0208 Fax Number: 910-486-1959
E-mail Address:___jirerko(u~dot.state.nc.us
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
Page 5 of 12

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:__ SR-1366 (John Coleman Rd.) Columbus County
2. T.I.P. Project Number or State Project Number (NCDOT Only): 6C.024069
3. Property Identification Number (Tax PIN):
4. Location
County: Columbus Nearest Town: Tabor City
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Hwy. 701 south to Tabor City
turn right on to Hwy. 904 west travels +/- miles, turn right on to SR-1366.
5. Site coordinates, if available (UTM or Lat/Long): Crossing #1 (78.93968N-34.20066V~
Crossing #2 (78.93781N-34.20427V~, Crossing #3 (78.93326N-34.20839V~
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 8.410 Acres +/-
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Buffkin Pond/Gagwav
Swamp (C; Sw )
River Basin: Lumber River seventeen designated major river basins. The River Basin map
is available at http://h2o.em~.state.nc.us/admin/maps/.)
8. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing 20 foot dirt road with maintenance limits 60
foot in width. Surrounding land use is agriculture/forested.
9. Describe the overall project in detail, including the type of equipment to be used. In
bringing SR-1366 (John Coleman Rd.) up to current safety standards, i.e. 20 foot
paving w /6 foot stabilized shoulders and 3:1 side slopes within a 60 foot right-of--way,
NCDOT must impact upon 46 linear feet of UT to Gagwav Swamp. The existing
culverts are severely deteriorated with joint failures and must be replaced Impacts
were minimized as much as possible; 3:1 side slopes are required due to the sandy
Page 6 of 12

material found in the area and the inability to stabilize such material. The culverts will
be replaced utilizing atrack-hoe excavator. While front end loaders will place material.
Eventually, a motor grader will fmish grade the project prior to paving.
10. Explain the purpose of the proposed work: By Statue, NCDOT is required to pave all
unpaved Secondary Roads. To ensure that the roadway meets current safety standards,
the road will be paved to a width of 20 feet, 6 foot grass shoulders will be installed on
each side and 3:1 side slopes will be provided within the 60 foot right-of -way.
IV. Prior Project History
If jurisdictional determinations and/or pernlits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE 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.
Notification to the Corps of Engineers is not required. Reviewed by Richard Spencer
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.
None
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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: Remove and replace existing
culverts along SR-1366 (John Coleman Rd.), which is necessary to provide the
minimum current safety standards.
Page 7 of 12

2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain* *
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland*
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-3~8-9616, or
online at http:/hvww.fema.sov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.0 acre
Total area of wetland impact proposed: 0.0 acre
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Im act Perennial or
Intermittent?
(leases ecify)
Crossing #1 Culvert 12 UT to Mill Branch 3 ft Intermittent
Crossing #2 Culvert 22 UT to Gapway Swamp 3 ft Intermittent
Crossing #3 Culvert 12 UT to Gapway Swamp 3 ft Intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-3~8-9616, or online at
wwvv.us~s.eov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 46 LF
Page 8 of 12

4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number

(indicate on ma)
T e of Im act*
~ p Area of
Im act
p
(acres)
Name of Waterbody
(if applicable) Type of Waterbody

(Lake, pond, estuary, sound,
bays, ocean, etc.)
N/A

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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 applies): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
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 may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The existing culverts are severely deteriorated and must be replaced. The proposed
culverts have been lengthened a cumulative 46 linear feet to meet current safety standards
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.
Page 9 of 12

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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 USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP 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.us/ncwetlands/strmQide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No Mitigation required for this project.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wip/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet): 0.0 Lf.
Amount of buffer mitigation requested (square feet): 0.0 Ftz
Amount of Riparian wetland mitigation requested (acres): 0.0 ac.
Amount ofNon-riparian wetland mitigation requested (acres): 0.0 ac.
Amount of Coastal wetland mitigation requested (acres): 0.0 ac.
Page 10 of 12

IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ^
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ^ No ® If you answered "yes", provide the following information:
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.
Zone* Impact
(s uare feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
Page 11 of 12

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration /Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
An erosion/sedimentation control plan will be incorporated into the construction elan
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.
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 anafter-the-fact permit application?
Yes ^ No
XIV. 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).
~~~
Applicant/Agent's Signature ate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

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