20060401 Ver 1_Complete File_20060327

North Carolina
Michael F. Easley, Governor
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NCDENR
Department of Environment and
E[9@WWI9P
MAR 2 8 2006
DENR - WATER WALITY
WETLANDS AND STORMWATER BRANCH
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:
William G. Ross Jr., Secretary
Alan W. Klimek, P.E., Director
Coleen H. Sullins, Deputy Director
Division of Water Quality
March 27, 2006
DWQ Project No. 060401
DOT State Project #35881
Columbus County
You have our approval, in accordance with the attached conditions and those listed below, to place fill
material in a total of 22.83 LF of perennial stream (Juniper Creek), 12 LF of intermittent stream (UT
to Juniper Creek), and 0.03 acre of wetlands for the purpose of implementing road improvements on
Highway 130/Business 76 near Whiteville in Columbus County. Improvements are based on safety
concerns within this highway section. The approved work is described as follows:
Crossing Roadway Existing Proposed Culvert or impact
Station culvert or
condition
Crossing 1 Sta 32+29.9 42 l.f. 6'x 5' Addition of 22.83 l.f. of 6'x 8' RC box
reinforced culvert to existing structure, plus wing
concrete box walls. This culvert will have a 3' drop
culvert structure to provide additional depth,
which is required due to the perched
condition of the culvert and the location of
a 12" gravity sewer immediately below the
existing outlet.
Site 2 Sta 52+30 to Fill 0.03 acre of wetland in ROW for
Sta 52+90 widening/shoulder improvements
Crossing 3 Sta 79+85 48 l.f. of 24" Addition of 12 U of 24" RCP to existing
RCP pipe culvert in intermittent stream.
225 Green Street - Suite 714, Fayetteville, North Carolina 28301-5043
Phone: [phone] \ FAX: [phone] \ Internet: ww.enr.state.nc.us/ENR/
An Equal Opportunity / Affirmative Action Employer - 50 % Recycled \ 10% Post Consumer Paper
Natural Resources
NorthCarohna
Naturally
Mr. Terry Gibson
March 27, 2006
Page 2
This project shall be constructed in accordance with your application dated March 3, 2006 (received
March 16, 2006), and additional information from Mr. Jim Rerko, Division 6 Environmental Officer,
received March 27, 2006.
After reviewing your application, we have decided that the proposed work is covered by General
Water Quality Certification #3404. General Certification #3404 corresponds to the Nationwide Permit
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, 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
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 following conditions, as well as those 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. We also ask that you notify Ken Averitte in 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.
3) Aside from installation of the culverts, no grading or excavation is to take place in the active
stream floor.
Mr. Terry Gibson
September 27, 2006
Page 3
4) 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.
27699-6714. 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. 703.
Sincerely,
1 Alan W. Klimek, P.E.
Attachments
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
FRO
Rob Ridings, Wetlands Unit
Central Files
Land Quality Section, FRO
Col.hwyI30-bus76.doc
STATE OF NORTH CAROLINA
?(A.)
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY W. LYNDO TIPPETT
Gow;RNOR SGCRGTARY
March 2, 2006
U.S. Army Corps of Engineers MAR 2 8 2006
Wilmington Regulatory Field Office OENR -WATER QUAUTY
P.O. Box 1890 W5LMC)SAWsTORMWATERBRAO
Wilmington, North Carolina 28402-1890
ATTN: Mr. Richard Spencer
NCDOT Coordinator
Dear Sir:
Subject: Notification for Nationwide Permit 14 & 33 NCDENR 401
WQC 3404/3366
Culvert Replacement: Hwy. 130/ Business 76 Columbus County
State Project Number: 35881
The North Carolina Department of Transportation proposes to install improvements along NC-
130/ Business 76 within Columbus County. The project extends 1.4 miles from SR-1435
(Midway Road) to the entrance of Southeastern Community College.
Crossing Roadway Station Existing Culvert Proposed Culvert

Crossing #1 Sta. 32+29.90 42 LF 6'x5' RCBC 64.83 LF 6'x 8' RCBC
w/win walls
Crossing #2 Sta. 52+30 to
Sta. 52+90 Wetland Impact 0.03
Ac.
Crossing #3 Sta. 79+85 48 LF 24" RCP 60 LF 24" RCP
This project is being undertaken to improve safety throughout this section of road. The area is
typically industrial in nature with a mix of commuter traffic. The existing roadway consists of
23-foot paving within a 60 foot Right-of-way. A center turn lane is proposed the entire length of
the project. Ultimately, NC 130/Business 76 will be a 40 foot paved roadway with a center turn
lane.
Environmental impacts have been identified and when possible, minimized. The project will
impact upon 34.83 LF of streams and 0.03 acre of wetlands.
11. O. 13ox 1150, Fayetteville. NC 28302-1 150 - Telephone (')10) 437-0208- Pax [phone]
The existing 6'x5' RCBC located at Sta. 32+29.90, labeled crossing #1, will be extended 22.83
LF. The need for the extension arises from the additional 17 foot of paving plus the need to
flatten out the side slopes. Currently, the side slopes at the downstream end of the culvert are
very steep and difficult to stabilize. Flattening the side slopes along with the installation of the
wing walls will be more conducive to stabilizing the area.
As mentioned the 6'x5' RCBC at Sta. 32+29.90 will be extended 22.83 LF. The box culvert
conveys Juniper Bay Creek. Juniper Bay Creek is located within the Lumber River Basin 03-07-
58. Juniper Creek has a usage classification (C; Sw).
Currently, the 6'x5' RCBC is perched approximately 3 feet at the outlet. A 12" diameter ductile
iron sanitary sewer line is situated 10' -2" downstream of the existing outlet. Since the sanitary
sewer line is a gravity line, there is no alternative but to build the culvert extension around the
sanitary sewer line. The three-foot drop will occur within the culvert. Overall, the culvert
dimensions will increase to a 6'x8' RCBC.
In addition to the above-mentioned work that will be completed under the NWP #14/401 WQC
3404, a NWP #33/401 WQC 3366 will be necessary for dewatering the construction area. Juniper
creek will be diverted via sandbags and sheeting with a 36" CMP diversion culvert. The
diversion shall be installed in accordance with section 5.2.2 (Suspended Bypass Pipe) of the
NCDOT BMP Manual for Construction and Maintenance Activities.
An excavated pond in an upland area will be partially filled at Sta. 35+41 to Sta. 36+54. The
pond was determined to be non jurisdictional; i.e. pond has no inflow or outflow and is located
in an upland area. Class B stone will be placed within the pond area (2200 ft2).
A wetland area of 0.03-acre in size must be filled between Sta. 52+30 to Sta. 52+90. The wetland
area can be characterized as a small drainage collection area in an agricultural field. The
agricultural field will eventually be developed as part of the Columbus County Industrial park.
The wetland is located within the 03040206 HU and mitigation will be provided by E.E.P. This
area is located at Crossing #2.
Just east of SR-1435 (Midway Road) a 24" RCP must be extended 12 foot to the right. The
existing culvert is 48 LF. The intermittent stream is an UT to Juniper Creek. Crossing #3 impacts
upon 12 LF of UT to Juniper Creek.
RESOURCE STATUS
The NC 130/ Business 76 project will impact upon 34.83 LF of stream and 0.03 acres of
Palustrine Emergent wetlands. A US Army Corps of Engineers Nationwide Permit 414 and #33/
NCDENR 401 WQC 3404 AND 3366 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 brevirost um Shortnose Sturgeon E
Picoides borealis Rerl-cockaded woodpecker E
Menidia extensa Waccamaw Silverside T
Thalictrum cooleyi Cooley',v meadowrue E
Lysimachia
as erulae olia 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 June 21, 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 and Nationwide
Permit 33 / NCDENR 401 WQC 3404 and WQC 3366 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.
All appropriate Best Management Practices will be utilized during the construction of this
project.
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].
Sincerely,
James 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
Robert Crumpler P.E., District Engineer
Freddie Edwards, County Maintenance Engineer
& to r eov ? .-
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STATE OF NORTH CAROLINA
D
MAR r 4 ?006
WETLANDS AND STORMWq ER BRANCH
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY W. LYNDO TIPPETT
GOVERNOR SECRETARY
March 2, 2006
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
P.O. Box 1890 ^ A Wilmington, North Carolina 28402-1890 ()60401
ATTN: Mr. Richard Spencer
NCDOT Coordinator
Dear Sir:
Subject: Notification for Nationwide Permit 14 & 33 NCDENR 401
WQC 3404/3366
Culvert Replacement: Hwy. 130/ Business 76 Columbus County
State Project Number: 35881
The North Carolina Department of Transportation proposes to install improvements along NC-
130/ Business 76 within Columbus County. The project extends 1.4 miles from SR-1435
(Midway Road) to the entrance of Southeastern Community College.
Crossing Roadway Station Existing Culvert Proposed Culvert

Crossing #1 Sta. 32+29.90 52 LF 6'x5' RCBC 64.83 LF 6'x10'
RCBC w/win walls
Crossing #2 Sta. 52+30 to
Sta. 32+90 Wetland Impact 0.03
Ac.
Crossing #3 Sta. 79+85 48 LF 24" RCP 60 LF 24" RCP
This project is being undertaken to improve safety throughout this section of road. The area is
typically industrial in nature with a mix of commuter traffic. The existing roadway consists of
23-foot paving within a 60 foot Right-of-way. A center turn lane is proposed the entire length of
the project. Ultimately, NC 130/Business 76 will be a 40 foot paved roadway with a center turn
lane.
Environmental impacts have been identified and when possible, minimized. The project will
impact upon 34.83 LF of streams and 0.03 acre of wetlands.
711-
L=
Zi

1'. O. Box 1150, Fayetteville, NC 28302-1150 - Telephone [phone]- Fax [phone]
The existing 6'x5' RCBC located at Sta. 32+29.90, labeled crossing #1, will be extended 22.83
LF. The need for the extension arises from the additional 17 foot of paving plus the need to
flatten out the side slopes. Currently, the side slopes at the downstream end of the culvert are
very steep and difficult to stabilize. Flattening the side slopes along with the installation of the
wing walls will be more conducive to stabilizing the area.
As mentioned the 6'x5' RCBC at Sta. 32+29.90 will be extended 22.83 LF. The box culvert
conveys Juniper Bay Creek. Juniper Bay Creek is located within the Lumber River Basin 03-07-
58. Juniper Creek has a usage classification (C; Sw).
Currently, the 6'x5' RCBC is perched approximately 3 feet at the outlet. A 12" diameter ductile
iron sanitary sewer line is situated 10'-2" downstream of the existing outlet. Since the sanitary
sewer line is a gravity line, there is no alternative but to build the culvert extension around the
sanitary sewer line. The three-foot drop will occur within the culvert. Overall, the culvert
dimensions will increase to a 6'x8' RCBC.
In addition to the above-mentioned work that will be completed under the NWP #14/401 WQC
3404, a NWP #33/401 WQC 3366 will be necessary for dewatering the construction area. Juniper
creek will be diverted via sandbags and sheeting with a 36" CMP diversion culvert. The
diversion shall be installed in accordance with section 5.2.2 (Suspended Bypass Pipe) of the
NCDOT BMP Manual for Construction and Maintenance Activities.
An excavated pond in an upland area will be partially filled at Sta. 35+41 to Sta. 36+54. The
pond was determined to be non jurisdictional; i.e. pond has no inflow or outflow and is located
in an upland area. Class B stone will be placed within the pond area (2200 ft').
A wetland area of 0.03-acre in size must be filled between Sta. 52+30 to Sta. 52+90. The wetland
area can be characterized as a small drainage collection area in an agricultural field. The
agricultural field will eventually be developed as part of the Columbus County Industrial park.
The wetland is located within the 03040206 HU and mitigation will be provided by E.E.P. This
area is located at Crossing #2.
Just east of SR-1435 (Midway Road) a 24" RCP must be extended 12 foot to the right. The
existing culvert is 48 LF. The intermittent stream is an UT to Juniper Creek. Crossing #3 impacts
upon 12 LF of UT to Juniper Creek.
RESOURCE STATUS
The NC 130/ Business 76 project will impact upon 34.83 LF of stream and 0.03 acres of
Palustrine Emergent wetlands. A US Army Corps of Engineers Nationwide Permit #14 and #33/
NCDENR 401 WQC 3404 AND 3366 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 brevirostrum Shortnose Sturgeon E
Picoides borealis Red-cockaded woodpecker E
Menidia extensa Waccamaw Silverside T
Thalictrum cooleyi Cooley's meadowrue E
Lysimachia
as erulae olia 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 June 21, 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 and Nationwide
Permit 33 / NCDENR 401 WQC 3404 and WQC 3366 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.
All appropriate Best Management Practices will be utilized during the construction of this
project.
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].
Sincerely,
JamesA. 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
Robert Crumpler P.E., District Engineer
Freddie Edwards, County Maintenance Engineer
. 40
WWW M.aR 1 4 2006
,Aa . WATFR n, i IAI ITY
Office Use Only: WETIA?DSIJU STORMWATER BRANCH Form Version May 2002
200
USACE Action ID No. DWQ No. 6 0 4 p 1
(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: NW #14 & #33
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: tgibson(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: *irerko(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: Hwy. 130 (New Britton Hwy.)
2. T.I.P. Project Number or State Project Number (NCDOT Only): 35881
3. Property Identification Number (Tax PIN):
4. Location
County: Columbus Nearest Town: Chadbourn
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): I-95 South to Hwy. 74 East.
Take Hwy. 410 South into Chadbourn. Turn Left onto Hwy. 130 east. Travel 3+/- miles
to proiect area.
5. Site coordinates, if available (UTM or Lat/Long): Crossing #1 (78°46'28"W 34°19'56"N),
Crossing #2 (78°46'08"W 34°20'04"N), Crossinz #3 (78°45'35"W 34°20'06"N). 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): 13.58
7. Nearest body of water (stream/river/sound/ocean/lake): Juniper Creek (C; Sw)
8. River Basin: Lumber 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: NC 130/ Business 76 is a primary route situated between
Whiteville and Chadbourn. This section of NC 130/ Business 76 bisects the Columbus
County Industrial Park. Heavy Industry is being developed in the park. All lands
Page 6 of 12
currently undeveloped within the park are agricultural lands. Southeastern
Community College is located at the western end of the project.
10. Describe the overall project in detail, including the type of equipment to be used: NCDOT
has recognized that a center turn lane is required along a 1.4-mile section of NC
130/Bus. 76 in Columbus County Industrial Park with commuter destinations
(Columbus County Southeastern Community College and the City of Whiteville) at
both ends of the project. The road widening project will require the extension of one
6'x5' RCBC, one 2411RCP and the filling of 0.03 acre of wetland. Typical roadway
construction equipment will be utilized for the project, i.e. dump trucks, front-end
loaders, motor graders, and track hoes.
11. Explain the purpose of the proposed work: NCDOT proposes to improve safety along the
1.4-mile section of NC 130/Bus. 76, and reduce accidents.
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.
Richard Spencer (USAGE) has reviewed the proiect.
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
Page 7 of 12
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: Extend the 5'x6' RCBC at Crossing
#1 22.83 LF. Crossing #2 proposes to place fill material within 0.03 acres of wetlands.
Crossing #3 will extend a 24" RCP to 12 LF.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number
(indicate on Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***

map) (acres) (yes/no) (linear feet)
Crossing #2
Sta. 52+30 to Fill 0.03 ac. NO 50 LF PEM
Sta. 52+90

* 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: 0.03 ac
Total area of wetland impact proposed: 0.03 ac
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
Length of
Average Width
Perennial or
(indicate on Type of Impact* Impact Stream Name* * of Stream Intermittent?
(linear feet) Before Impact (please specify)
ma
Crossing #1 Culvert 22.83 LF Juniper Creek 8 ft. Perennial
Crossing #2 N/A
Crossing #3 Culvert 12 LF UT to Juniper Creek 2 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.uses.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: 34.83 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 Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
Pond 0.05 Non-Jurisdictional Pond

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.
Avoidance of impacts was not practical. Extendiniz culverts the minimum necessary to
complete the project minimized the impacts. The project will be constructed utilizing Best
Management Practices to reduce the potential for erosion and sedimentation.
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.ne.us/ncwetlands/strmgide.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 E.E.P. via quarterly report.
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/wrp/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 Ft2.
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)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Page 10 of 12
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
(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
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
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 213 .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
waters and wetlands
Discuss stormwater controls proposed in order to protect surface'
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.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
X- V. 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
11
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 ale /a I
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: 1V4 Igo ? SdL??s???nl `CJJ??ruF<'fy Ca?(cy? Date: 7}c z7. Zcw>
Applicant%Owner: TAIC -be) r `D; G County: it A. „bt,s
Investigator: S 1 F4.M? State: N e

Do Normal Circumstances exist on the site? Yes Q
- Community ID:
Is the site significantly disturbed (Atypical Situation)? No
(Ya Transect ID:
Is the area a potential Problem Area? Yes Plot ID:
(If needed, explain on reverse.)
\icnGTATtnN
V GL71.1 P911v??
nant Plant Species Stratum Indicator
Dom Dominant Plant Species Stratum Indicator
i
2. <-dW?hD rAc- L 10.
T
4. Ff d 4l G 12.
5. 13.
6. Raild - 14.
7. 15. _
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
I Oo%
(excluding FAC-).
( '
Remarks: f-?c ' ff ?d ?ow in t;nlc, We ) r l a_d ?f? w Cq w+?5 S/GN,T7? ?

uvnonl nr_v
11 1 Y1 \V vV V .
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
_
Stream, Lake, or Tide Gauge Primary Indicators:
_
Aerial Photographs _ Inundated
_
Other -Saaturated in Upper 12 Inches
_
No Recorded Oata Available _ Water Marks
"- Drift Lines
_
it
D
epos
s
Sediment
rainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
Dept)rof Surface Water: (in.) oxidized Root Channels in Upper 12 Inches
?Water-Stained Leaves
Depth to Free Water in Pit- (in.) 7:1-Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: (in.) _
_ Other (Explain in Remarks)
Remarks: 14, )/--J/(1 P'0 4V

3-3
SnlLS
Map Unit Name
6
M'
cfc /
NON
(Series and Phase): ?
y v?
Drainage Class:
/ Feld Observations
Taxonomy (Subgroup): ?.C- / c a ti t5. Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
finches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure. etc.
A to
)OUV 4IZ 104r? 1 ( /.cyry (/oa.w

10 Y 712 ID r* /

Hydric Soil Indicators:
Histosol ncret ions
_
_
Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
5ulfidic Odor _ Organic Streaking in Sandy Soils
Aquic Moisture Regime _ listed on local Hydric Soils list
_
v`Raducing Conditions _ Listed on National Hydric Soils List
ys_"Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks: 1.
,SD l' at? R.
IV "? "C I'-Y Jh-•cr
C.,Yr l ! : r..._: x.??(L?w?"ID h .C(/7'n.l? Cry, ls.
?": t.??C $. ..? v
I
r
?vV.IJcj IAl rl'(4? ?(,1 .%1F..6`.??, ?t?l ?? C) ?:?J;r(! (.1 ? ?y `? 1 M YFC?/G?J J
WETLAND DETERMINATION
Hydrophytic Vegetation Present? es No (Circle)
Wetland Hydrology Present? No
Hydric Soils Present? es No
(Circle)
Is this Sampling Point Within a Wetiand7 es No
Remarks: S ?CmUR?lS'G /
Cl' , DAtte
11" re 0i A&(-(
pprovea
3-4
DATA FORM
ROUTINE WETLAND DETERMINATION
0 987 COE Wetlands Delineation Manual)
-a
----------- - -
Project/Site: 4yi I ?. Date: 12 05
Applicant/Owner: N(Z0 737 County: Co ran
Investigator: State:
Do Normal Circumstances exist on the site? des No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes (N-6) Transect ID:
Is the area a potential Problem Area? Yes <:N?p Plot ID:
(If needed, explain on reverse.)
VC%7CI^rwI•
Dominant Plant Species 1 1 Stratum Indicator
1. r,J 1?.yi ?A.rm T't f !?
2.
3.
4.
5.
6.
7.
Percent of Dominant Species that ars OBL, FACW or FAC
(excluding FAC-).
Remarks: `-nO Veq' uS4
Dominant Plant Species Stratum Indicator
9.
10.
11.
12-
13.
14.
15. -
16.
nTUnUw%3 r
_ Recorded Data (Describe in Remarks):
-Stream, Lake, or Tide Gauge
_ Aerial Photographs
_ Other
No Recorded Data Available
Feld Observations:
DeptIT of Surface Water: -- (in.)
Depth to Free Water in Pit: 6n.)
Depth to Saturated Soil: - ()n.)
Remarks: s"t led ?! ,_?irrrl. «Jrl QT 0.3.
Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
-saturated in Upper 12 Inches
-Water Marks
_ Drift Lines
-Sediment Deposits
_ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
_ Water-Stained Leaves
_ Local Soil Survey Data
_ FAC-Neutral Test
Other (Explain in Remarks)
3-3
SOILS
Map Unit Name (?^^
(Sodas and Phase)• ??Y tp I
. Drainage Class: P

° Feld Observations
? Y
N
I
??
I /1l1C. I
Taxonomy (Subgroup): / YIC es
o
S • Confirm Mapped Type
E r. Nu
plC._
Profile Description:
Depth Matrix Color Mottle -Colors Mottle Texture, Concretions,
inches Horizon (Mansell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
?0 Y
? r (9 yam/ ?4.K.
T
?
?(?{ C

Idt, V S
/
G r rlul a,"t ,
Hydric Soil Indicators:
Histosol _ Concretions
_
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
Sulfidic 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-Chrome Colors _ Other (Explain in Remarks)
Remarks: C i ci , [t Q? At,laa I)x j A_u. tt"n - 0Y\?/ ; (C.•
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes Igo (Circle)
Wetland Hydrology Present? Yes o
Hydric Soils Present? Yes (N
(Circle)
Is this Sampling Point Within a Wetland? Yes { No)
Remarks: ?? -le c% Gr 4.K c, Q?u.,d /11z2a._? af_) 14*- kart ,s? ?u/ ??<<_? ,1?v('?cy?
nnrnvea by HauSA
3-4

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1 ?
? ? 11 y
1 - i ? + _F d ?t4 r} r r7? ?g? 6? 714" h F. ? .

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,I

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N
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e

MICHAEL F. EASLEY.
GOvF,RNOR
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
NCDENR Division of Water Quality
John Hennessy
2321 Crabtree Blvd.
Suite 250
Raleigh, NC 27604-2260
MARCH 13, 2006
D ?@4~ V
MAR 1
4
rAH0 W,
vugv
LYNDO TIP EATT'%Ch
SECRETARY
060401
RE: Minor Road Crossings / NC 130 / Bus 76 / Columbus County
State Project # 35881
USACOE NWP#14/33 / NCDENR WQC 3404/ GC 3366
Dear Mr. Hennessy:
Enclosed, please find seven (7) copies of a PCN and related documentation for a Minor Road
Crossing along NC 130 / Bus 76 in Columbus County. The project will be completed in
compliance with NCDENR Division of Water Quality General Certification 3404 / 3366, and,
USACE Nationwide Permit #14 / 33.
This project is being submitted under the 401 Automated Payment Procedure. The State
Project Number is 35881 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.
S'ncerely,
lam, / ?7? j?
Jame J. Rerko, PWS
Division 6 Environmental Officer
P. O. Box 1130, Fayetteville, NC 28302-1130 - Telephone [phone] -Fax [phone] ,.
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