20041952 Ver 1_Complete File_20041208

North Carolina
Michael F. Easley, Governor
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NCDENR
Department of Environment and
Natural Resources
William G. Ross Jr., Secretary
Alan W. Klimek, P.E., Director
Coleen H. Sullins, Deputy Director
Division of Water Quality
January 7, 2005
DWQ Project No. 041952
Culvert replacements, SR 2268
Robeson County
DOT State Project #6C.078057
APPROVAL of 401 Water Quality Certification
Mr. Terry R. Gibson, P.E., Division Engineer
NCDOT/Division 6
P.O. Box 1150
Fayetteville, North Carolina 28302
Dear Mr. Gibson:
QIN k:11R9e[N I
JAN 1 4 2005
WETLANDS AND STORM WATER BBRRANCH
You have our approval, in accordance with the attached conditions and those listed below, to place fill
material in a total of 42 linear feet of intermittent stream for the purpose of upgrading three culverts on
SR 2268 in Robeson County. The specifically approved impacts are identified in the project application
and are as follows:
Location Length and Type of Impact
Crossing #1 12' - Replace one 24"x 36 ft. RCP w/one 30"x 48 ft. RCP
Crossing #2 6' - Replace two 24"x 42 ft. RCP w/two 30"x 48 ft. RCP
Crossing #3 24' - Replace two 30"x 40 ft. RCP w/two 36"x 64 ft. RCP
These projects shall be constructed in accordance with your application dated November 29, 2004,
(received December 14, 2004). After reviewing your application, we have decided that this fill is covered
by General Water Quality Certification Number 3404. This certification corresponds to the Nationwide
Permit 14 issued by the U.S. Army 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, unless otherwise specified in the Water Quality Certification.
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
225 Green Street - Suite 714, Fayetteville, North Carolina 28301-5043 One
Phone: [phone] \ FAX: [phone] \ Internet: ww.enr.state.nc.us/ENR/ NorthCarolina
An Equal Opportunity / Affirmative Action Employer - 50 % Recycled \ 10 % Post Consumer Paper naturally
Mr. Terry R. Gibson, P.E.
January 7, 2005
Page 2
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 if total impacts to streams (now or in the fi?ture) 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.
1) Upon completion of the project, the NCDOT shall complete and return the enclosed "Certification
of Completion Form" to notify DWQ when all work included in the 401 Certification has been
completed. Also, we ask that you advise Mr. Ken Averitte of the Fayetteville Regional Office
when this work is completed.
2) NCDOT shall conduct its activities in a manner consistent with State water quality standards
(including any requirements resulting from compliance with section 303(d) of the Clean Water
Act) and any other appropriate requirements of State law 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 to include conditions appropriate
to assure compliance with such standards and requirements in accordance with 15A NCAC
2H.0507(d). Before modifying the certification, DWQ shall notify NCDOT and the US Army
Corps of Engineers, provide public notice in accordance with 15A NCAC 2H.0503 and provide
opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any new or revised
conditions shall be provided to NCDOT in writing, shall be provided to the US Army Corps of
Engineers for reference in any permit issued pursuant to Section 404 of the Clean Water Act, and
shall also become conditions of the 404 Permit for 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, P.O. Box 27447, Raleigh, N.C. 27611-7447. 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 910-486-1541, ext. 722.
?%?Sincer 1
elan . Klimek, P.E.
"J
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
FRO
Rob Ridings, Wetlands Unit
Central Files
FRO, Land Quality Section
Robeson.SR2268
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
October 4, 2004
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
P.O. Box 1890
Wilmington, North Carolina 28402-1890
ATTN: Mr. Richard Spencer
NCDOT Coordinator
041952
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W. LYNDO TIPPETT
D SECRETARY
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DEC ?
8 2004
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Dear Sir:
Subject: Notification for Nationwide Permit 14 (Minor Road Crossing)
NCDENR 401 WQC 3404
Culvert Replacement SR-2268 (Robeson County)
State Project Number: 6C.078057
The North Carolina Department of Transportation (NCDOT) has scheduled to grade, drain, base
and pave SR-2268, in Robeson County. Total project length is 1.47 miles. Erosion control and
stabilized grass shoulders (6 foot) will be provided. This project will require the replacement of
three (3) wet cross lines as shown below:
Crossing Roadway Station Existing Culvert Proposed Culvert
Crossing #1 Sta. 38+56 36LF 24" RCP 48LF 3011 RCP
Crossing #2 Sta. 49+94 2 42LF 24" RCP 2 48LF 30" RCP
Crossing #3 Sta. 61+66 2 40LF 24" RCP 2 64LF 36" RCP
New stream impacts =42 linear feet
Construction of this project will have 42 linear feet of impacts to Indian Swamp (C; Sw) in the
Lumber River Basin.
Crossing #1 conveys an agricultural ditch under SR-2268. Hydrology was noted at the culvert
entrance and the exit. The channel is intermittent with a bottom width of four (4) feet. On the
downstream of the culvert, it was noted that the channel was excavated with sidecast material
situated along the top of the bank. The existing 36 LF of 24"RCP will be removed and a 48 LF
30" RCP will be installed. The culvert will be buried 6 inches (20% of the diameter), though
there is little opportunity for aquatic movements due to the intermittent nature of the UT to
Indian Swamp.
PAYr? F T r
RE"' IUP r
P. O. Box 1150, Fayetteville, NC 28302-1150 - Telephone [phone]- Fax [phone]
Crossing #2 also conveys an UT to Indian Swamp. The existing culvert consists of twin 42 LF
24" RCP's. NCDOT Hydraulics Unit has determined that the replacement should be Twin 48"
LF 30" RCP's. The culverts will be buried 6 inches (20% of the diameter), though there is little
opportunity for aquatic movement due to the intermittent nature of the UT.
Crossing #3 also conveys an UT to Indian Swamp. Hydrology was noted at the culvert entrance
and the exit. The channel is intermittent with a bottom width of four (4) feet. On the downstream
of the culvert, it was noted that the channel was excavated with sidecast material situated along
the top of the bank. The existing 40LF of 24" RCP will be removed and twin 64LF of 36" RCP
will be installed. The culvert will be buried 7 inches (20% of the diameter), though there is little
opportunity for aquatic movements due to the intermittent nature of the UT to Indian Swamp.
It should be noted that Crossings #2 and #3 discharge to an UT to Indian Creek. The UT is a
large excavated canal that is approximately 8 foot in width and 6-8 foot in depth. A large mound
of sidecast material was observed along the length of the canal. Since the canal and side slopes
are stable, no work is proposed along the length of the canal. All improvements will be
completed adjacent to the canal.
RESOURCE STATUS
In general, there will be minor impacts proposed as a result of the replacement of the culverts
along SR-2268 in Robeson County. Forty-two (42) linear feet of stream impacts are expected.
Each culvert site has undergone human manipulation. Spoil sidecast was noted along both the
upstream and downstream sides of the culverts. Jurisdictional Wetlands were not observed
within the NCDOT right-of-way. The culverts will be installed seven (7) inches below the
invert of the stream to facilitate aquatic life movements. 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 three federally protected species for Robeson County.
Federally Protected Species for Robeson 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
"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 September 16,
2004 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 1
Office (Robeson County) that the road experiences flood overtopping. By utilizing the erosion
control measures, downstream water quality standards will be protected. All appropriate BMP's
will ue Utilized dtuLllg 1:U11J A Milull.
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].
incerel .
cam' ? ?
,James . Berko, PWS
Division 6 Environmental Officer
ATTACHMENTS
Cc: John Hennessy, Division of Water Quality (7 copies)
Ken Averitte, Division of Water Quality
Terry Gibson, P.E., Division Engineer
Charles Miller, P.E., District Engineer
Gene McKethan, County Maintenance Engineer
Office Use Only: Form Version May 2002
USACE Action ID No. DWQP 19 %5 2
(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
1. 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: tgibson6Wot.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: 910-437-0207 Fax Number: 910-486-1959
E-mail Address: iirerkoQdot.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-2268 (Huffine Rd.) Robeson County
2. T.I.P. Project Number or State Project Number (NCDOT Only): 6C.078057
3. Property Identification Number (Tax PIN):
4. Location
County: Robeson Nearest Town: Orrum
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): I-95 south to 74 east, travel
11.5 miles, right on to N. Creek Rd. (SR-2225) travel 1.7 miles, turn right onto Hwy 130
West travel 1 mile to SR-2268 (Huffine Rd) on left. Crossing #1 (0.7miles), Crossing #2
(0.2 miles), Crossing #3 (0.23miles).
5. Site coordinates, if available (UTM or Lat/Long): Crossing #1 (34°27'05"N)
(79°01'27"W),Crossing #2 (34°27'04"N) (79°01'23"W), Crossing #3 (34°26'55"N)
(79°00'58" W)
(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 water body.)
6. Property size (acres): 10.67acres +/-
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Indian Swamp (C Sw)
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.enr.state.nc.us/admin/maps/.)
Page 6 of 12
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 60
foot in width. Surrounding land use is Agriculture.
10. Describe the overall project in detail, including the type of equipment to be used: In
bringing SR-2268 up to current safety standards, i.e. 20 foot paving with 6 foot
stabilized shoulders and 3:1 side slopes within a 60 foot right-of-way, NCDOT must
impact upon 42 linear feet of UT to Indian Swamp. The existing culverts are severely
deteriorated with ioint failures and they must be replaced. Impacts were minimized as
much as possible; 3:1 side slopes are required due to Sandy based material found in the
area and the inability to stabilize such material. The culverts will be replaced utilizing
a track-hoe excavator. While front end loaders will place fill material. Eventually, a
motor grader will finish grade the project prior to grading.
11. Explain the purpose of the proposed work:_ By Statute, NCDOT is required to pave all
unpaved Secondary Roads. To ensure that the roadway meets current safety standards,
the road will be paved to 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.
None
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
Page 7of12
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-2268, which is necessary to provide the minimum current safety
standards.
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***
Crossing #1 N/A N/A
Crossing #2 N/A N/A
Crossing #3 N/A 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 1-800-358-9616, 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: 0.0 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 Impact Perennial or
Intermittent?
lease s ecify)
Crossing #1 Culverts 12 ft UT to Indian Swamp 4 ft Intermittent
Crossing #2 Culverts 6 ft UT to Indian Swamp 4 ft Intermittent
Crossing #3 Culverts 24 ft UT to Indian Swamp 4 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 1-800-358-9616, or online at
www.usgs.gov. 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: 42 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
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, 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.
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 are severely deteriorated. They must be replaced. The proposed
culverts have been lengthened to meet current safety standards. Culvert #1 has been
lengthened 12% Culvert #2 lengthened 6ft, Culvert #3 lengthened 24ft.
VIII. Mitigation
Page 9 of 12
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on 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/strrngide.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 is required for this proiect.
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/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 LF
Page 10 of 12
Amount of Riparian wetland mitigation requested (acres): 0 LF
Amount of Non-riparian wetland mitigation requested (acres): 0 LF
Amount of Coastal wetland mitigation requested (acres): 0 LF
IX.
X.
Environmental Documentation (required by DWQ)
Yes ® No ?
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
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 ?
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 V
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.
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.
XL 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 and sedimentation control plan will be incorporated into the construction plan
MIL 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
XHL 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).
Page 8 of 8
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Culvert Replacement SR 2268
Robeson County, NC
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Culvert Replacement SR 2268
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Remove existing Twin 40LF 24" R P's u,
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Culvert Replacement SR 2268
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY.
GOVERNOR
DECEMBER 7, 2004
NCDENR Division of Water Quality
John Hennessy
2321 Crabtree Blvd. ' 9 2
Suite 250
Raleigh, NC 27604-2260
LYNDO TIPPETT
SECRETARY
U9t;:N[#0W7@p
DEC 0 8 2004
RE: Minor Road Crossings / SR 2268 / Robeson County
State Project # 6C.078057
USACOE NWP#14 / NCDENR WQC 3404 PAYMENT
' RECEIVED
Dear Mr. Hennessy:
Enclosed, please find seven (7) copies of a PCN and related documentation for a Minor Road
Crossing (Culvert Replacement) along SR 2268 in Robeson County. NCDOT proposes to
improve SR 2268 from dirt to paved status. 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.078057, and, the permit fee is $200.00.
This project does not require written notification to the Corps of Engineers, as discussed
with Richard Spencer.
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
? il., ?ks
Jame J. Rerko, PWS
l7iukinn 6 P. O. Box 1150, Fayetteville, NC 28302-1150 -

Environmental Officer
[phone] - Fax [phone]