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APPROVAL of 401 WATER QUALITY CERTIFICATION
Mr. Terry Gibson, P.E., Division Engineer
NCDOT, Division 6
P.O. Box 1150
Fayetteville, North Carolina 28302
Dear Mr. Gibson:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 5, 2006
Cumberland County
DWQ Project No. 20060620
SR 2232 road improvements
State Project No. 6C.0260480
You have our approval, in accordance with the conditions listed below, for the following impacts for the purpose of making
roadway improvements to SR 2232 in Cumberland County:
Stream Impacts in the Cane Fear River Basin
Site Permanent Fill in Temporary Fill in Permanent Fill in Temporary Fill in Total Stream Stream
Intermittent Intermittent Stream Perennial Stream Perennial Stream Impact Impacts
Stream (linear ft) (linear ft) (linear ft) (linear ft) (linear ft) Requiring
Mitigation
linear 11
#1 20 11. 20
#2 12 I.f. 12
#3 241.f. 24
#4 241.f. 24
Total 68 l.f. 12 l.f. 801.f.
Total Stream Impact for Project: 80 linear feet.
Non-Riverine Wetland Impacts in the Cape Fear River Basin
Site Fill
(ac) Fill
(temporary)
ac Excavation
(ac) Mechanized
Clearing (ac) Hand Clearing
(ac) Area under
Bridge
ac Total Wetland
Impact (ac)
#1 0.001 ac. 0.001 ac.
#2 0.065 ac. 0.065 ac.
Total 0.066 ac. 0.066 ac.
Total Wetland Impact for Project 0.066 acres.
The project shall be constructed in accordance with your application dated March 27, 2006, received April 17, 2006. After
reviewing your application, we have decided that these impacts are covered by General Water Quality Certification Number
3404. This certification corresponds to Nationwide Permit No. 14 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 condition supercedes Condition No. 19 of GC 3404 as issued in March of 2003.)
Nor hCarolina
Naturally
North Carolina Division of Water Quality 225 Green Street-Suite 714 Fayetteville, NC 28301 Phone [phone] Customer Service
Internet: www.ncwaterquality.ora Fax [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
V
Mr. Terry R. Gibson, P.E.
May 5, 2006
Page 2
This approval is valid solely for the purpose and design described in your application (unless modified below).
Should your project change, you must notify the DWQ and submit a new application. If the property is sold, the
new owner must be given a copy of this Certification and approval letter, and is thereby responsible for complying
with all the conditions. If total wetland fills for this project (now or in the future) exceed one acre, or of total
impacts to streams (now or in the future) exceed 150 linear feet, compensatory mitigation may be required as
described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to remain valid, you must adhere to the
conditions listed in the attached certification.
Condition(s) of Certification:
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 guidance on
how to proceed and to determine whether or not a permit modification will be required.
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.
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.
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.
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.
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.
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.
In instances where heavy equipment must be operated within the stream channels, its usage shall be minimized.
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.
No rock, sand or other materials shall be dredged from the stream channel except where authorized by this
certification.
I
Mr. Terry Gibson
May 5, 2006
Page 3
Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to surface waters
is prohibited.
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.
All fill slopes located in jurisdictional wetlands shall be placed at slopes no flatter than 3:1, unless otherwise
authorized by this certification.
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.
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.
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.
Native riparian vegetation must be reestablished within the construction limits of the project by the end of the
growing season following completion of construction.
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.

Mr. Terry R. Gibson
May 5, 2006
Page 4
Sediment and erosion control measures shall not be placed in wetlands or waters unless otherwise approved by this
Certification. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall
be removed and the natural grade restored upon completion of the project
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that conforms
to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, N.C. 27699. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please contact Ken Averitte at [phone], ext 703.
S?inncerrely,
Alan W. Klimek, P.E.
Attachments (General Certification and Certificate of Completion form)
cc: Wilmington US Army Corp District Office
Jim Rerko, Division 6 Environmental Officer
Richard Spencer, US Army Corps of Engineers, Wilmington Field Office
DWQ - FRO
Central Files
File Copy
Rob Ridings, 401/Wetlands/DOT unit

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INS
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY W. LYNDO TIPPETT
GOVERNOR SECRETARY
March 27, 2006 060620
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office ? ? ?
P.O. Box 1890 D Lrg=
Wilmington, North Carolina 28402-1890 D
ATTN: Mr. Richard Spencer APR 1 7 2006
NCDOT Coordinator DENR . WATER QUALITY
Dear Sir: WETLANDS AND STORMWATER BRANCH
Subject: Notification for Nationwide Permit 14 (Minor Road Crossing)
NCDENR 401 WQC 3404
Culvert Replacement: SR-2232 (Cumberland County)
State Project Number: 6C.0260480
The North Carolina Department of Transportation (NCDOT) has scheduled to grade, drain, base
and pave SR-2232 (Marsh Rd.), in Cumberland County. Total project length is 1.55 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 (4) four wet cross lines as shown below:
Crossint? Roadway Station Existina Culvert Proposed Culvert

Crossing #1 Sta. 21+00 40 LF 30" RCP 60 LF 36" RCP
-
Crossing #2 Sta. 25+72 48 LF 48" CMP 60 LF 54" CMP
Crossing #3 Sta. 49+75 36 LF 18" RCP 60 LF 30" RCP
-
-Crossing #4 Sta. 54+20 36 LF 24" RCP 60 LF 36" RCP
New stream impacts = 80 linear feet
Construction of this project will require impacts upon four separate un-named tributaries in the
Cape Fear River (C). The four UT's have a C;Sw classification and are located in the 03030005
Hydrologic unit.
SR-2232 was improved to paved road status several years ago. The paving extends 1.4 miles
from NC 87 to the beginning of this project. The primary land use in this area is rural residential
with minor agriculture. A borrow pit is located at the beginning of the project.
cr?"

P. O. Box 1150, Fayetteville, NC 28302-1150 - Telephone [phone]- Fax [phone]
A small pocket of wetlands, wetland #1, was identified in the vicinity of Sta. 12+50. Marginal
wetland hydrology was observed and secondary indicators were noted. Prior to the wetland
delineation dry conditions have prevailed. Red Maple and Sweetgum dominated the shrub
stratum. Due to a clearing operation, these species have not reach the 3" DBH necessary for trees.
Deloss soil, which is a very poorly drained soil typically found on terraces along the Cape Fear
River, was mapped within this area according to the Cumberland County Soil Survey (MRCS).
The described profile differed from that found in the field, possibly due to the previous land
clearing activities.
Wetland #1 is in very close proximity to the 60-foot right-of-way. Minimal impacts are expected:
approximately 40 ft2 (0.00lAc.)
Crossing #1 is situated at Sta. 21+00. An intermittent UT to the Cape Fear River is conveyed by
the existing 40 LF 30" RCP. While the existing culvert is functioning adequately, there were
structural problems noted that must be addressed in the course of this project: joint failure and
damaged end sections. The tributary area of the UT consists of forested uplands/wetlands. Upon
removal of the 40 LF 30" RCP, a 60 LF 36" RCP buried 7 inches (0.6 ft) will be installed.
Crossing #2 conveys a perennial channel that originates upstream of Crossing #3. While
Crossing #3 is intermittent, Crossing #2 exhibits year round flow and man induced
characteristics. The UT is very straight with sidecast along the top of bank. Severe corrosion was
observed at the invert. The 48 LF 48" CMP will be removed and replaced with a 60 LF 54" CMP
buried 12 inches (1.0 ft).
Crossing #3 conveys an UT that is a tributary to Crossing #2. The drainage area consists of a
cutover, forested uplands/wetlands. A 36 LF 18" RCP will be removed and replaced with a 60 LF
30" RCP. The pipe will be buried 6 inches (0.5ft.) to accommodate aquatic life movements.
In improving this section of roadway, a 0.065acre wetland will be impacted (filled). Wetland #2
is a combination of jurisdictional wetlands situated along both sides of SR-2232. Juncus and
Carex species dominated the impact areas, which is maintained roadside. The soils were
saturated to within 12 inches and secondary indicators were noted. As previously described,
Deloss soil has been mapped in this area. The soil profile was a good match for the described soil
unit.
Crossing #4 intercepts hydrology of an intermittent nature. The existing 36 LF 24" RCP has
signs of joint failures and end section damage. Once removed, a 60 LF 36" RCP buried 7 inches,
(0.6 ft.) will be installed.
The improvements to SR-2232 will impact upon 80 LF of streams and 0.066 acres of Non-
Riverine wetlands. While avoidance of these resources is difficult due to the availability of
Right-of -Way and the necessity to pass drainage, the project will offer water quality
improvements above and beyond that provided through E.E.P. At all culvert crossings, the piles
of sidecast material located both up and downstream will be removed. The removal of the
sidecast material will open up the channel providing a larger spread of the less frequent storm
events reducing backwater effects, reducing outlet velocities and improving the crossings
aesthetics.
RESOURCE STATUS
In general, there will be minor impacts proposed as a result of the culvert replacement along SR-
2232 in Cumberland County. Eighty (80) linear feet of stream impacts are expected, along with
0.066 acre of wetland impacts. Jurisdictional Wetlands were observed within the NCDOT right-
of-way. 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, 2003, the U.S. Fish and Wildlife Service
lists three federally protected species for Cumberland County.
Federally Protected Species for Cumberland County
SCIENTIFIC NAME COMMON NAME STATUS
Alligator mississippiensis American alligator T(S/A)
Picoides borealis Red-cockaded woodpecker E
Rhus michauxii Michaux's sumac E
Isotria medeoloides Small Whorled Pogonia T
Lysimachia asperulaefolia Rough-leaved
loosestrife E
Linderia melissifolia Pondberry 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 August 19, 2005
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 are the minimum necessary to create a safe highway while
accommodating the 25-year design storm. There is no record within the NCDOT District 2
Office (Cumberland County) that the road experiences floods overtopping. By utilizing the
erosion control measures, downstream water quality standards will be protected. All appropriate
~ BMP's will be utilized during construction.
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 Sincerely, 11
AV 5
iJames . Rerko, P W S
` Divisi n 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
Ray Stone, P.E., District Engineer
Jerry Taylor, County Maintenance Engineer

Office Use Only: Form Version May 2002
2 0
USACE Action ID No. DWQ No. 0 6 0 6 2 0
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
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 Eneineer
Mailing Address: P.O. Box 1150
Fayetteville, NC 28302
Telephone Number: 910-486-1493 Fax Number: 910-486-1959
E-mail Address: tgibson(i?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: iirerko(a),dot.state.nc.us
Page 5 of 12
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: SR-2232 (Marsh Rd.)
2. T.I.P. Project Number or State Project Number (NCDOT Only): 6C.026048
3. Property Identification Number (Tax PIN):
4. Location
County: Cumberland Nearest Town: Fayetteville
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Hwy. 87 South, from the
intersection of Hwy. 87 and I-95 travel 7.6 +/- miles south. Then turn left onto SR-2232
(Marsh Rd.) travel 1.3 +/- miles to the beginning of project.
5. Site coordinates, if available (UTM or Lat/Long): Crossing #1 (78049'28"W 34052'52" N),
Crossing #2 (78049'26"W 34052'57" N), Crossing #3 ( 78049'33"W 34053113"N),
Crossing #4 (78049'38"W 34153'17"N).
(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): 11.28 +/-
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Cape Fear River (C)
8. River Basin: Cape Fear River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing 20 foot dirt road with maintenance limits 50 feet
in width. Surrounding land use is forested/residential.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used. In
bringing SR-2232 (Marsh Rd.) up to current 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 80 linear feet of UT to the Cape Fear River and 0.066 Acres of Non-Riverine
Wetlands. The existing culverts are severely deteriorated with ioint failures and must
be replaced. Impacts were minimized as much as possible; 3:1 side slopes are required
due to the sandy soils found in this region. The culverts will be replaced utilizing a
track-hoe excavator. While front end loaders will place material. Eventually, a motor
grader will finish grade the project prior to paving.
11. Explain the purpose of the proposed work: By Statute, NCDOT is required to pave all
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 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 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.
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.
Page 7 of 12
1. Provide a written description of the proposed impacts: Remove and replace current
culverts alone SR-2232, which is necessary to provide the minimum current safety
standards.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
indicate on ma acres es/no linear feet)
Wetland # 1 Fill 0.0010 NO 500 LF Forested Wetland
ac
Wetland #2 Fill 0.065ac NO 600 LF Forested Wetland
* 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 1-800-358-9616, or
online at http://www.fema.gov.
*** 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: 0.066 acre
Total area of wetland impact proposed: 0.066 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 Impact Perennial or
Intermittent?
leasespecify)
Crossing #1 Culvert 20 UT to Cape Fear 3 ft. Intermittent
Crossing #2 Culvert 12 UT to Cape Fear 6 ft. Perennial
Crossing #3 Culvert 24 UT to Cape Fear 3 ft. Intermittent
Crossing #4 Culvert 24 UT to Cape fear 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, ditch ing/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 1-800-358-9616, or online at
www.uses.gov. Several Internet sites also allow direct download and printing of USGS maps (e.g., www.tot)ozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 80 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 Area of Name
Wat Type of Waterbody
Site Number Type of Impact* Impact )
(if applicable) (Lake, pond, estuary, sound,
indicate on ma acres 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 apply): ? 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 have separated ioints and are severelv deteriorated. Thev must be
replaced. The proposed culverts have been lengthened a cumulative 80 LF 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/stn-np,ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Mitigation will be provided by EEP via Quarterly Report. (0.07 Ac. Non-Riverine
Wetland)
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.ne.us/M/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 Lf.
Amount of buffer mitigation requested (square feet): 0 Ft'.
Amount of Riparian wetland mitigation requested (acres): 0 ac.
Amount of Non-riparian wetland mitigation requested (acres): 0 ac.
Amount of Coastal wetland mitigation requested (acres): 0 ac.
IX. Environmental Documentation (required by DWQ)
Page 10 of 12
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 21
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
(square 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
additional 20 feet from the edge of Zone 1.
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
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.
Erosion and Sedimentation Control Plan shall be incorporated into the Construction Plans
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.
XM. 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. 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).
None
j 27 06
Applicant/Agent's Signature Datt
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project/Site: SeK- ZZ3Z Date: 3- Z -0b
Applicant / Owner: County: &~ be a
Investigator: State: *J c
Do normal circumstances exist on the site? Yes V__-No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No Transact ID:
Is the area a potential problem area? Yes No Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. 3,3" 4 G. S -6q.c- 9.
-?p d 2. v- \-b .5 vcc,? 10.
3. !o t?l N a 5 _ 11.
4. 5?.--VAU 5 Act,J 12.
5. l S i4('.. 13.
6. (;...- t rfiNG

t>
2:-A r

14.
7. 15.
8• 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). ° I/CQ
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are/are not
Classified as FAC-OBL in the National List of Plant Species that Occur in Wetlands. Sample plot was taken...
HYDROLOGY
_ Recorded Data (Describe In Remarks):
Stream, Lake, or Tide Gauge
Aerial Photographs
Other
t-"'-No Recorded Data Available
Field Observations:
Depth of Surface Water: N A (in.)
Depth to Free Water in Pit: N in.)
Depth to Saturated Soil: (in.)
Wetland Hydrology Indicators
Primary Indicators:
_ Inundated
-Saturated in Upper 12"
- Water Marks
_ Drift Lines
NIA- - Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Water-Stained Leaves
_ Local Soil Survey Data
_ FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks: h/O J?-v,
icleviC2 I ?dkola31
,
SOILS
Map Unit Name
(Series and Phase): /rty(02? f Drainage Class: 5 N
Taxonomy (Subgroup): ?(wo1c lvpl G &ld;2_?ym efj7s Confirm Mapped Type? Yes_ No
Profile Description: Concretions,
Depth Matrix Colors Mottle Colors Mottle Texture,
(inches) Horizon (Munsell Moist) (Munseli Moist) Abundance/Contrast Structure etc
ic- 4-fu
t7 y „ u
z--
Hydric Soil Indicators:
N I _ Histosol _ Concretions
_ Histic Epipedon -High Organic Content In Surface Layer in Sandy Soils
_ Sulfldic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime -Listed On Local Hydric Soils List
_ Reducing Conditions -Listed on National Hydric Soils List
- Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
s2.vrpl" (,JAS C"'.-11?la' Qj)
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ./- No Is the Sampling Point
Wetland Hydrology Present? Yes _ No Within a Wetland? Yes_ No
ydric Soils Present? Yes No -?
H?i_l
Remarks: Location (describe) is/is not classified as a wetland based upon the criteria set forth in the 1987
Army ?Corps of Engineers Wetlands Delineation Manual. / Ayp
YvW-.
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project/Site: S ZZ 32 ?I'1 ?5? ?) Date: 3 /L o6
Applicant/ Owner: W--L)b4 County: 6;? A-,
Investigator: State: Nc
Do normal circumstances exist on the site? Yes No Community ID:
-
Is the site significantly disturbed (Atypical situation)? Yes Nom
Transect ID:
Is the area a potential problem area? Yes No Plot ID:
(explain on reverse If needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. 0d n6:':t? -5 9.
2. .1,, 4c o y w') 10.
3. /,A/, I I fN - S- ?_ 11.
4. r - A cto 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). D
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are/are not
Classified as FAC-OBL in the National List of Plant Species that Occur in Wetlands. Sample plot was taken...
HYDROLOGY
- Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
- Stream, Lake, or Tide Gauge
- Aerial Photographs Primary Indicators:
Other _ Inundated
/ _Saturated in Upper 12"
? No Recorded Data Available - Water Marks
Drift Lines
Field Observations: _ Sediment Deposits
- Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:
Depth to Free Water in Pit: J (in) t? Oxidized Roots Channels in Upper 12"
_ Water-Stained Leaves

Depth to Saturated Soil: (in.) /local soil survey Data
- FAC-Neutral Test
Other (Explain In Remarks)
Remarks: sD'? M0`?-? "4 11V 61, q
Cnil R
?
Map Unit Name //
(Series and Phase): ?eIOSS ??r rc?rtil?
Drainage Class: VF?u
Taxonomy (Subgroup): vr>tI o is Urn 4-s Confirm Mapped Type? Yes- No?
Profile Description: Texture, Concretions,
Depth Matrix Colors Mottle Colors Mottle
rizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure,
H
o
(Inches)
'A
?
O. h 1p r ?o
?` ??

CC,,!!
?
rn /?
gyp,,, - ?}/3
- I?v?u JanG?
3 ?..+a low 5 Z• -
Hydric Soil Indicators:
_ Histosol _ Concretions
High Organic Content In Surface Layer in Sandy Soils
_ Histic Epipedon
Sulfldic Odor _
Organic Streaking in Sandy Soils
_
_ Aquic Moisture Regime ?!'Eisted On Local Hydric Soils List
Listed on National Hydric Soils List
_ Reducing Conditions
- Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks: sod an¢a>,cc?zvs ?uv?cc?
WETLAND DETERMINATION
Hydrophytic Vegetation Present? YWs? , No Is the Sampling Point
Wetland Hydrology Present? Yes ! No Within a Wetland? YesL. --No_
Hydric Soils Present? Yes 4--''No
Remarks: Location (describe) is/is not classified as a wetland based upon the criteria set forth in the 1987
Army Corps of Engineers Wetlands Delineation Manual.
ll? JcJ tz.// }',4 V "4'??G iP-C

Culvert Replacement SR 2232
Crossing #1
riCounty, NC provided
20'
Proposed 60LF 36'RCP
Stream bed
Remove existing 40LF 30" RCP
Replace w/ 60LF 36" RCP
Proposed culvert shall be buried 6"
(0.5 ft) below existing stream invert

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Culvert Replacement SR 2232
Crossing #2
6,Cumberland County, NC provided
20'
Proposed 60LF 54"CMP
Stream bed
Remove existing 48LF 48" CMP
Replace w/ 60LF 54" CMP
'
4
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Proposed culvert shall be buried 12"
(1.0 ft) below existing stream invert

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Culvert Replacement SR 2232
Crossing #3
6'Cumberland County, NC
provided
20'
Proposed 60LF 30"RCP
Remove existing 36LF 18" RCP
Replace w/ 60LF 30" RCP
Stream bed
Proposed culvert shall be buried 7"
(0.6 ft) below existing stream invert
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. DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project/Site: &P-2_232_ }ZVS{1, Date: 3 /Z C7?
Applicant/ Owner: Nc ?T 'b; d # L County .
Investigator: State: • Nc
Do normal circumstances exist on the site? Yes ? No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes Nom- Transect ID:
Is the area a potential problem area? Yes No Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. V1/41U' oa. k ?- 9-
2- Lob to i(u _R &)c t:-i9 G 10.
13._?iycc? s3, III.
4. Rlac ( r yru -r- -2 C 12.
5. 13.
6. 14.
7. 15.
8• 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 75
Remarks: Wetland Vegetation Present Based Upon Greater than 50% of the Plant Species are/are not
Classified as FAC-OBL in the National List of Plant Species that Occur in Wetlands. Sample plot was taken...
'75% ?u wc1`I?,? QpCGC?S.
HYDROLOGY
_ Recorded Data (Describe In Remarks):
- Stream, Lake, or Tide Gauge
- Aerial Photographs
_ Other
__t-'No Recorded Data Available
Field Observations:
Depth of Surface Water:
Depth to Free Water in Pit: p in.)
Depth to Saturated Soil: IV /? (in,)
Wetland Hydrology Indicators
Primary Indicators:
_ Inundated
-Saturated in Upper 12"
- Water Marks
- Drift Lines
Sediment Deposits
- Drainage Patterns in Wetlands
Secondary Indicators:
- Oxidized Roots Channels in Upper 12"
- Water-Stained Leaves
- - Local Soil Survey Data
FAC-Neutral Test
Other (Explain in Remarks)
Remarks: /
/?? /-??nli?v, d?jSPWPd
SOILS
Map Unit Name
V' /
Drainage Class: We
(Series and Phase):
Taxonomy (Subgroup): fMic- " 95, Confirm Mapped Type? Yes_ No
Proflle Description: Texture, Concretions,
Depth Matrix Colors Mottle Colors Mottle
(inches) Horizon (_Munsell Moist) (Munseli Moist) Abundance/Contrast Structure etc.
D-5 p . A . 4rc n .
J

Jl 7A
A px° ?
V ?I
t
Hydric Soil Indicators:
_ Histosol - Concretions
High Organic Content in Surface Layer in Sandy Solis
_ Histic Epipedon -
Sulfidic Odor
A. Organic Streaking in Sandy Soils
-
_
1`?1
Aquic Moisture Regime Listed On Local Hydric Solis List
_
Reducing Conditions - Listed on National Hydric Soils List
_
_ Gleyed or Low-Chroma Colors -. Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes_ No ? Is the Sampling Point
Wetland Hydrology Present? Yes _ No ? Within a Wetland? Yes_ No L
Hydric Soils Present? Yes No J
Remarks: Location (describe) is/is not classified as a wetland based upon the criteria set forth in the 1987
Army Corps of Engineers Wetlands/ Delineation Manual.
S ?npIP ?? ?? ??_ U.-Pr' ( ?(J-v{
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WP,
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manuai)
ProjectlSite: V-2737- fil*M? Date: 3/1 10
ApplicantlOwner: W"De County: /'vM rlG•?c?
Investigator: c ? .-1+ State: n/?-
Do Normal Circumstances exist on the site? es No: Community ID:_
Is the site significantly disturbed (Atypical Situation)? Yes ? Transect ID:
Is the area a potential Problem Area? YesOD Plot ID:
(If needed, explain on reverse.)
vCl7cIAIMill
Dominant Plant Species Stratum Indicator

??r ;n1>,
1. ,
?
6iIN-
0 r, LACv-2
2. l,r,-
0
?
3. te EA6V) -
.{
?
4.??iG.W'a X } h?Cbl?
5. i(cJ????avv+1. FACt
KPH
6 - f to
.
4
5' _
441 e
7.

Dominant Plant Species Stratum Indicator
10.'
11.
12.
13.
14.
15. -
is.
Percent of Dominant Species that are OBL. FACW or FAC
(excluding /F'AC-).
Remarks: d 'o' VC '? ninla?ed. a?ccQ
HYDROLOGY
Recorded Data (Describe in Remarks): Wedand Hydrology Indicators:
_
Stream, Lake, or Tide Gauge Primary Indicators:
_
_ Aerial Photographs
Inuu dated
v9aturated in Upper 12 Inches
Other
_
VIN. Recorded Data Available
- Water Marks
Drift Lines
Sediment Deposits
_
/Drainage Pattems in Wetlands
Feld Observations: Secondaryyndicators (2 or more required):
( (in) ? Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water:
2?Weter-Stained Leaves
0 (in
) l-Local Soil Survey Data
.
Depth to Free Water in Pit: FAC-Neutral Test
(in.)
S
d S
il _
_ Other (Explain in Remarks)
aturate
Depth to
o
:
Remarks: SGnn??IN l o9-t_e4 $G 7 Sh l.K ( r/?? 12 ?r
3-3
SOILS
Map Unit Name
I
(Series and Phase):
t]SS ?J? / Drainage Class: ! d ;N ,

T Reid Observations
?
axonomy (Subgroup): I h1
a Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
nch
es
i
Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
in
'
s)
-4 10 3
O -27 ? /L,, s
I (1O J
Hydric Soil Indicators: l
Histosol _ Concretions
_
_ Histic Epipedon ,:High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime ldis'ted on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
_ Gieyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? es No (Circle) (Circle)
Wetland Hydrology Present? es No
Hydric Soils Present? e? No Is this Sampling Point Within a Wetland? (Y-aa-? No
Remarks: 7?(s Y+??GL G? .G oJ?G»r ;T PCl -ltv 'Aeo .rll a 4ekr'lf??"
Approved by HQU AC 2192
3-4

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Culvert Replacement SR 2232
Crossing #4
6,Cumberland County, NC provided
20'
Proposed 60LF 36"RCP
Stream bed
Proposed culvert shall be buried T'
Remove existing 36LF 24" RCP (0.6 ft) below existing stream invert
Replace w/ 60LF 36" RCP
.' sTaEv_
t ` s
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY.
GOVERNOR
LYNDO TIPPETT
SECRETARY
APRIL 11, 2006
NCDENR Division of Water Quality R[2@20'Mo
John Hennessy APR 1 7 2006
2321 Crabtree Blvd.
Suite 250 j ! DENR-WATER QUALITY
NTLANDS AND STORMWATM BW4CH
Raleigh, NC 27604-2260
RE: Minor Road Crossings / SR 2232 / Cumberland County
State Project # 6C.0260480
USACOE NWP#14 / NCDENR WQC 3404
Dear Mr. Hennessy:
Enclosed, please find seven (7) copies of a PCN and related documentation for a Minor Road
Crossing along SR 2232 in Cumberland 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. Tile State
Project Number is 6C.0260480 and, the permit fee is $200.00.
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,
James /iRerko, PWS
Division 6 Environmental Officer
Cc: Ken Averitte
P. O. Box 1150, Fayetteville, NC 28302-1150 - Telephone [phone] - Fax [phone]