20010652 Ver 1_Complete File_20010427

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
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NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
ROAD CROSSING CERTIFICATION GENERAL CERTIFICATION FOR PROJECTS
ELIGIBLE FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 14 (ROAD
CROSSINGS), REGIONAL GENERAL PERMIT 198200031 AND NEUSE/TAR-
PAMLICO/RANDLEMAN BUFFER RULES
This General Certification is issued in conformity with the requirements of Section 401, Public Laws 92-
500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ)
Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0200 for the discharge of fill material to
waters and wetland areas as described in 33 CFR 330 Appendix A (B) (14) of the Corps of Engineers
regulations (i.e., Nationwide Permit No. 14 and Regional General Permit 198200031) and for the Neuse,
Tar-Pamlico and Randleman Buffer
Rules (15A NCAC 2B .0233,.0259 and .0250). The category of activities shall include any fill activity for
road crossing and is limited to fill less than one-third of an acre. This Certification replaces Water Quality
Certification Number 2177 issued on November 5, 1987, Water Quality Certification Number 2666 issued
on January 21, 1992, Water Quality Certification Number 2732 issued on May 1, 1992 and Water Quality
Certification Number 3103 issued on February 11, 1997. This WQC is rescinded when the Corps of
Engineers re-authorizes Nationwide
Permit 14 or Regional General Permit 198200031 when deemed appropriate by the Director of the DWQ.
The State of North Carolina certifies that the specified category of activity will not violate applicable
portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217 if conducted in
accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Proposed fill or substantial modification of wetlands or waters (including streams) under this General
Certification requires application to and prior written concurrence from the Division of Water Quality;
2. In accordance with North Carolina General Statute Section 143-215.3D(e), any application for a 401
Water Quality Certification must include the appropriate fee. If a project also requires a CAMA Permit,
one payment to both agencies shall be submitted and will be the higher of the two fees;
3. In accordance with 15A NCAC 2H.0506 (h) compensatory mitigation may be required for impacts to
streams and/or wetlands. In addition, buffer mitigation may be required for any project with Buffer
Rules in effect at the time of application. A determination of buffer, wetland and stream mitigation
requirements shall be made for any Certification for this Nationwide Permit. The most current design
and monitoring protocols from DWQ shall be followed and written plans submitted for DWQ approval
as required in those protocols;
4. For any project involving a stream re-alignment, a stream relocation plan must be included with the 401
application for written DWQ approval. Relocated stream designs should include the same dimensions,
patterns and profiles as the existing channel, to the maximum extent practical. The new channel should
be constructed in the dry and water shall not be turned into the new channel until the banks are
stabilized. Vegetation used for bank stabilization shall be limited to native woody species, and should
include establishment of a 30 foot wide wooded and an adjacent 20 foot wide vegetated buffer on both
sides of the relocated channel to the maximum extent practical. A transitional phase incorporating coir
Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
A.17i
10 0-ft 001M
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
fiber and seedling establishment is allowable. Also, rip-rap may be allowed if it is necessary to maintain
the physical integrity of the stream, but the applicant must provide written justification and any
calculations used to determine the extent of rip-rap coverage requested. If suitable stream mitigation is
not practical on-site, then stream impact will need to be mitigated elsewhere;
5. Impacts to any stream length in the Neuse, Tar-Pamlico and Randleman River Basins requires written
concurrence from DWQ in accordance with 15A NCAC 2B.0233, 15A NCAC 2B .0259 and .0250 and
15A NCAC 2H .0500. New development activities located in the protected 50-foot wide riparian areas
(whether jurisdictional wetlands or not) within the Neuse, Tar-Pamlico and Randleman River Basins
shall be limited to "uses" identified within and constructed in accordance with 15A NCAC 2B .0233,
15A NCAC 2B .0259 and .0250. All new development shall be located, designed, constructed, and
maintained to have minimal disturbance to protect water quality to the maximum extent practicable
through the use of best management practices. Activities listed as "exempt" from these rules do not need
to apply for written concurrence under this Certification;
6. Placement of culverts and other structures in waters, streams, and wetlands must be placed below the
elevation of the streambed to allow low flow passage of water and aquatic life unless it can be shown to
DWQ that providing passage would be impractical. 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 stream beds or banks, adjacent to or upstream and down stream
of the above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ. Additionally, when roadways, causeways or other fill
projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts or
bridges must be provided to maintain the natural hydrology of the system as well as prevent constriction
of the floodway that may result in destabilization of streams or wetlands;
7. If this Certification is used to access building sites, all lots owned by the applicant must be buildable
without additional fill beyond that allowed under other General Certifications. Deed restrictions must be
placed on the remaining wetlands and streams on these lots to restrict future wetland and stream fill.
DWQ shall be sent copies of all deed restrictions applied to these lots;
8. That appropriate sediment and erosion control practices which equal or exceed those outlined in the
most recent version of the "North Carolina Sediment and Erosion Control Planning and Design Manual"
or the "North Carolina Surface Mining Manual" whichever is more appropriate (available from the
Division of Land Resources (DLR) in the DENR Regional or Central Offices) shall be in full
compliance with all specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to assure compliance with the appropriate
turbidity water quality standard;
9. All sediment and erosion control measures placed in wetlands or waters shall be removed and the natural
grade restored within two months after the Division of Land Resources has released the project;
10.Measures shall be taken to prevent live or fresh concrete from coming into contact with waters of the
state until the concrete has hardened;
Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
Kerr T. Stevens, Director kl, A
William G. Ross, Jr., Secretary
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NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
11. This Certification shall be utilized for roads from natural high ground to natural high ground. The
Certification for Nationwide Permit 18 may not be used in conjunction with this Certification to create
high ground for road access;
12. If an environmental document is required, this Certification is not valid until a Finding of No Significant
Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse. All water quality-
related conditions of the FONSI or ROD shall become conditions of this Certification;
13. That additional site-specific conditions may be added to projects proposed under this Certification in
order to ensure compliance with all applicable water quality and effluent standards;
14. When written concurrence is required, the applicant is required to use the enclosed "Certification of
Completion Form" to notify DWQ when all work included in the 401 Certification has been completed;
15.Concurrence from DWQ that this Certification applies to an individual project shall expire three years
from the date of the cover letter from DWQ or on the same day as the expiration date of the
corresponding Nationwide Permit 14 and Regional General Permit 198200031 whichever is sooner.
Non-compliance with or violation of the conditions herein set forth by a specific fill project may result in
revocation of this Certification for the project and may also result in criminal and/or civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a formal
application for individual certification for any project in this category of activity, if it is determined that the
project is likely to have a significant adverse effect upon water quality or degrade the waters so that existing
uses of the wetland, stream or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a Certification
decision if deemed in the public's best interest by the Director of the North Carolina Division of Water
Quality.
Effective date: 1 June 2000
DIVISION OF WATER QUALITY
By
Kerr T. Stevens
Director
WQC # 3289
Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
DWQ Project No.:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
A 4 9 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
County:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1621 Mail Service Center, Raleigh, NC,
27699-1621. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the
project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature:
Date:
Agent's Certification
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature:
Engineer's Certification
Partial Final
I, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in
the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature
Date
Registration No.
Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/l0% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
1 ? •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
3. All authorized temporary impacts to the Neuse Riparian buffers located outside the 22 feet of culverted
stream shall be restored to natural grade and revegetated with native tree species upon completion of
the project construction.
4. The NCDOT shall strictly adhere to sediment and erosion control Best Management Practices as
described for High Quality Waters entitled "Design Standards in Sensitive Watersheds" (15A NCAC
04B .0024) throughout design and construction 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, which 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 telephone John Dorney at 919-733-1786.
Sincerely,
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
c:\ncdot\SR 2145\wqc\010786wgc.doc
Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director ;WA
1 • ?
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 15, 2001
Wake County
DWQ Project No. 010652
APPROVAL OF 401 Water Quality Certification and ADDITIONAL CONDITIONS and Neuse
River Buffer Rules
Mr. J.G. Nance, P.E., Division Engineer
NCDOT, Division 5
2612 N. Duke Street
Durham, North Carolina 27704
Dear Mr. Nance:
You have our approval, as described in your application dated April 25, 2001, and in accordance with the
attached conditions and those listed below, to place fill material in 0.12 acres of jurisdictional wetlands and
22 linear feet of streams. In addition, you are authorized to impact an additional 104 linear feet of streams
for the purpose of dewatering the site during construction. The purpose of the project is to widen and pave
SR 2300 (Pulley Town Road) from SR 2301 (Barham Siding Road) to 1100 feet south of SR 2224
(Mitchell Mill Road) in Wake County. The project should be constructed in accordance with your
application dated April 25, 2001. After reviewing your application, we have decided that this fill is covered
by General Water Quality Certification Number 3289. This certification corresponds to the Nationwide
Permit Number 14 issued by the Corps of Engineers. This approval is also valid for the Neuse River buffer
rules (15A NCAC 2B .033). 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 when the accompanying 404 permit
expires unless otherwise specified in the General 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). ). This approval shall
expire with the corresponding Nationwide Permit expires or as otherwise provided in the General
Certification. For this approval to be valid, you must follow the conditions listed in the attached
certification and any additional conditions listed below.
1. Stormwater shall be directed to sheetflow at nonerosive velocities through the protected stream buffers.
2. 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.
The responsible party shall complete the attached form and return it to the 4011Wetlands Unit of the
Division of Water Quality upon completion of the project.
Wetlands/401 Unit 1650 Mail Service Center Raleigh, North Carolina 27699-1621
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
sU--
STATE ??v of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
April 25, 2001
U. S. Army Corps of Engineers
Raleigh Regulatory Field Office 6 5 Z
o65
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27609
Attention: Mr. Eric Alsmeyer
NCDOT Coordinator
Subject: Secondary road improvements to SR 2300 (Pulley Town Road) from SR
2301 (Barham Siding Road) to 1100 feet south of SR 2224 (Mitchell Mill
Road) in Wake County. NCDOT Work Order No. 6.402564.
The North Carolina Department of Transportation (NCDOT) proposes to upgrade
to SR 2300 (Pulley Town Road) from SR 2301 (Barham Siding Road) to 1100 feet south
of SR 2224 (Mitchell Mill Road) in Wake County. Total project length is 1.2 miles.
Transportation and highway laws of North Carolina (G.S. 136-44.6, 136-44.7, 136-
44.7A, 136-44.8, and 136-44.9) require the NCDOT to develop annual work programs
for construction and maintenance of secondary roads. These general statutes specifically
set forth requirements for annual construction and paving of existing unpaved roads.
Paving of these roads is performed in priority order as established by the NCDOT for
each unpaved road within a given county. This number is based on characteristics of
each road, including number of homes, schools, churches, businesses, industries,
recreational facilities, traffic counts, presence of school bus routes, and value as a
thoroughfare. SR 2300 is scheduled to be paved in the 2000-2001 Secondary Roads
Construction Program.
Impacts to Waters of the United States
Construction of the project will necessitate impacts to waters of the United States
at two sites in the Neuse River Basin (Figures 1, 2). Both sites involve impacts to a
wetland an intermittent stream. Wetland delineations were conducted using the field
delineation method outlined in the 1987 Corps of Engineers Wetland Delineation Manual
(Environmental Laboratory, 1987). U. S. Army Corps of Engineers (USACE) Wetland
Data Forms and a North Carolina Division of Water Quality (DWQ) Wetland Rating
Form are attached to this application.
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Division 5, 2612 N. Duke Street, Durham, NC 27704
Phone: [phone] Fax: [phone]
Site 1 (126+24-L- to 128+90-L-)
Construction at this site will impact a palustrine emergent wetland (PEM2B) and
an unnamed intermittent (very low flow) tributary to Little River (DWQ Index No. 27-
57-(1), Best Usage Classification WS-II NSW) (Figure 3). This stream originates at the
wetland located on the west side of Pulley Town Road. The existing structure is a 18-
inch concrete pipe that is 30 feet long. The replacement pipe is a 36-inch concrete pipe
that is 44 feet long. Permanent impacts at the site include <0.01 acre fill in surface water,
14 linear feet existing channel impacted, and 0.06 acre fill in wetlands.
Site 2 (134+33-L- to 136+89-L-)
Construction at this site will impact a palustrine emergent wetland (PEM213) and
an unnamed intermittent (very low flow) tributary to Cedar Fork (DWQ Index No. 27-57-
3, Best Usage Classification WS-II NSW) (Figure 4). This stream originates at the
wetland located on the west side of Pulley Town Road. The existing structure is a 18-
inch concrete pipe that is 32 feet long. The replacement pipe is a 36-inch concrete pipe
that is 40 feet long. Permanent impacts at the site include <0.01 acre fill in surface water,
eight linear feet existing channel impacted, and 0.06 acre fill in wetlands.
Waters of the U.S. Mitigation
Avoidance: All wetlands and surface waters not affected by the project will be
protected from unnecessary encroachment. No staging of construction equipment or
storage of construction supplies will be allowed in wetlands or near surface waters. The
existing bridge over Cedar Fork at Station 142+50-L- will not be replaced.
Minimization: The side slopes have been steepened to the extent possible at
jurisdictional sites. Strict enforcement of sedimentation and erosion control Best
Management Practices for the protection of wetlands and surface waters will be enforced
during project construction. Continued coordination will occur with maintenance forces
and the Environmental Officer during construction to minimize impacts to these sites.
The unnamed intermittent tributary to Cedar Fork and unnamed intermittent tributary to
Little River both have a Best Usage Classification of Class WS-II NSW. Accordingly,
NCODT Design Standards for Sensitive Watersheds (HQW Guidelines) will be enforced
during the life of the project. This allows for 1,800 cubic feet of storage per acre.
Compensatory Mitigation: Construction of the project will result in only minimal
impacts to waters of the United States. Impacts have been avoided and minimized to the
maximum extent possible during the design process. Due to minimal impacts,
compensatory mitigation for stream impacts will not be provided for this project.
Dewatering
The NCDOT proposes to temporarily dewater the streams at Site 1 and Site 2, if
necessary, during the construction of the project. This will involve the temporary
placement of sandbags or Class B or Class 2 rip rap covered with filter fabric in the
stream channel approximately 10 feet upstream of the proposed pipe inlet (Figure 3 and
Figure 4). To maintain water flow during construction, water upstream of this
impervious structure will be temporarily pumped out and conveyed downstream of the
construction activity where it will be allowed to filter through vegetation before flowing
into the stream. The streams will be dewatered less than a day. This will result in
temporary impacts to the surface waters. Temporary impacts to the streams from this
activity will result in the dewatering of <0.01 ac of stream bed and 54 linear feet stream
channel at Site 1 and of <0.01 ac of stream bed and 50 linear feet stream channel at Site
2. The sandbags or rip rap covered with filter fabric will be removed after construction.
Riparian Buffer Impacts
The construction of the project involves a road crossing of two low flow
intermittent streams located in the Neuse River Basin. Please note that these streams are
not depicted on most recent version of the Soil Survey of Wake County, North Carolina
(Figure 2) (USDA-SCS, 1970) or on the most recent version of the Rolesville, North
Carolina topographic quadrangle (USGS, 1993) (Figure 1). According to the Rules,
riparian buffers adjacent to surface waters that do not appear on either of these maps shall
not be subject to the Rule.
Protected Species
Plants and animals with federal classifications of Endangered, Threatened,
Proposed Endangered and Proposed Threatened are protected under provisions of Section
7 and Section 9 of the ESA. As of February 7, 2001, there are four federally-protected
species listed for Wake County. They include bald eagle (Haliaeeuts leucocephalus),
red-cockaded woodpecker (Picoides borealis), dwarf wedgemussel (Alasmidonta
heterodon) and Michaux's sumac (Rhus michauxii). Biological Conclusions of No
Effect have been rendered for each species.
Summary
NCDOT proposes to upgrade and pave SR 2300 in Wake County. Permanent
impacts at Site 1 include <0.01 acre fill in surface water, 14 linear feet existing channel
impacted, and 0.06 acre fill in wetlands. Permanent impacts at Site 2 include <0.01 acre
fill in surface water, eight linear feet existing channel impacted, and 0.06 acre fill in
wetlands. Temporary impacts to the streams from dewatering activity will involve
<0.01 ac of stream bed and 50 linear feet stream channel at Site 1 and of <0.01 ac of
stream bed and 54 linear feet stream channel at Site 2.
Application is hereby made for a Department of the Army Section 404
Nationwide Permit (NWP) 14 and NWP 33 and DWQ Section 401 Water Quality
Certification (WQC) No. 3289 and No. 3114 for construction of this project. The
NCDOT will comply with all applicable NWP and WQC conditions. In compliance with
Section 143-215.3D(e) of the NCAA we have enclosed a check for $200.00 to act as
payment for processing the Section 401 permit application. A pre-construction
4
notification is attached with this request. If you have any questions or need additional
information, please contact me at [phone].
Sincerely,
Christopher A. Murray, P.W.S.
Environmental Officer
cc: Mr. David Franklin, USACE, Wilmington
Mr. John Dorney, NCDWQ, Raleigh
Mr. David Cox, NCWRC, Creedmoor
Mr. Garland Pardue, USFWS, Raleigh
Mr. Brandon Jones, P.E., NCDOT District Engineer, Raleigh
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y ?a+a w e? Cn roM?'""" ?? `?" ?JCI C"IU „ y of ! ? i WY ?1, ? , t . v? n v ur
e+fi° h WYE srt, o Q rgpB2' SITE 2 L h .?
LOB
PG' *iSu«??s ?' ?" / o f^ ??1 .. DuC a wY a'i w,o ApC •Ap$
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?x ° r , LoB ??[«? . .'Ir yJy?+ WY o? SITE 1 ?«a WkE Wo r L
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Q Ap82. ,?' ?UB DuC ?t vprd?{, Cn "f ?Me
Y Gn cn End Project Loc
Y Me. y
o V ,Wo Ap,B DUB Me
Q DUB ''°, v
aasi4e r fr APC " o DuB DUB ??. APC ?{ Lo Me v 0 v. LoB
??:• APB LoB ApB ` L?"Q? a APC 1 'r!? ?.. Me A2? Cn Q t o A B v
,[vla ? Wit ' ( oB ?.,ig ' ' . rm QG? 'LoD "Y 'r " LoD .? ` CoCO' N P• v N
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ADC uG ?' y° ` 1 x Ap APC2 °?i ApC D (r? t O D
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?A A Dug LoB f P ?,? pB2 ?2?n` ApC
Me y
WkE" ' " APC2 4? Lbb ApC2 ?? Me «,?•yr APB
?? i L v 6rv P' APC ?Ap6 •? '?- '?T 'ApB ;r D411
A- B2 ApC2' APB2. 'AP'G2
h B, Qa
LO a LoD t Ap82
C
wr, ? 6?•. W toC? ApC2 SIS, A ;t' APB
i APB 1 ...•:3..rt' ?...
Du8 r , Y G2' * VJk? Me / ti r q? o +e"Lo, APC
eG 1 P oti P;_ LoC"` ?? Q° x ?y ;. \ Log
Cr QCL DUB `' ;. ( Me
Project Study Area ° APg . cn
SR 2300 Pulley Town Road ?wkc APB \ ApB?? r
ino APC ?• a
Wake County `
QC' APC DuB ! i
USDA-SCS Soil Survey (1970) Q LOC Cn ApC
DUB N 7
Figure 2 1:15840,G LOP v APB 1 Wo Y, vG ApC
LOB? to
< APC2/ LoD P Wo
f PC
Due APB= AqC ApC °? / Lo LoD A m
" A Wow
Wo LoD APB (Joins sheet 32)
i-
125
LEE MAY PEARCE
LEE MAY PEARCE
\\\ \
\ \0 \
Temporary placement of sandbags or F? \`\
Class 2 or Class B rip rap covered with \?\ \ \ \
filter fabric to facilitate temporary
\
dewatering of stream. \ \ .
r P/w 2300
SR
1J _
--- - - - - - - - - -
?ter.
H1w
r` UT to Little River 130
Wetland Impact 1 r
C
Site 1
SR 2300 Pulley Town Road
Wake County
Figure 3 111=100'
co
Temporary placement of sandbags or
Class 2 or Class B rip rap covered with
filter fabric to facilitate temporary
dewatering of stream.
W

LEE MAY JONES PEARCE
BP 2136-165

p PREP. 6? ?`''?? SR 2300 PULLEY TOWN ROAD
NN\ ,, T to Ceaar Fork
? PREP.
UNKNOWN ,
0
Wetland Impact
Site 2
SR 2300 Pulley Town Road
Wake County
Figure 4 1 "=100'

DATA FORM
ROUTINE WETLAND DETERMINATION
(1937 COE Vv'etlands Delineation Manual)
Project/Site: 52. Z300 t... &( - CQ . Date: `41Z.(0(
Applicant/Owner: _JV (_ t) o-t- County: W A , L
Investigator: C, l .0 r State: N C
Do Niormal Circumstances exist on the site? s ICJ Community ID: ,-
Is the site significantly disturbed (Atypical Situation)? es o Transect 1D:
Is th.6 area a powntial Problem Area? Yes o Plot ID: _
(if needed, explain on reverse.)
VEGETATION
DomiaanLPlant Saecias Stratum Indicator Dominant Plant Soeciea Stratum Indicator
1. <0A,L e- Cc,, ?, cep °nJ rca 9.
2. A j% G
(:?
S '1'fCTV
- 1+ FA r-
ti UL.v?_ 4 * ?- 10.
3. L) n? r
sz,1 5 %I S [+
12.
5. Cu?0 5 ctaT0i-ps CVI" 13. _
8. 14.
7. 15. _
8. 18.
Percent of Dominant Species that are DEL, FACW or FAG
(excluding FAC-).
Remarks: n
Qceu?le?c? o? ?S-?n???hL cc, e- , C, Sri
HYDROLOGY
i Recorded Data (Describe in Remarks): Watland Hydrology Indicators:
_ Stream, Lake, or Tide Gauge Primary Indicators:
_ Aerial Photographs _ Inundated
Other ? Saturated in Upper 12 Inches
_
_ No Recorded Data Availabia Water Mark-3
Drift Lines

Sadiment Deposits
Field Observations: _
_",Drainage Pattems in Wetlands
Sacondar lndica,ors (2 or more raquir3d):
h
I
Depth of Surface Tatar: (in.) es
_ Oxidized Root Channels in Uppar.12 Inc
?
_ Water-Stained Leaves
Depth to Fraa Watar in Pit: D On.) _ Loc31 Soi! Surv3y Data
FAC-Neut,31 T99t
Depth to S31ur3ted SCil: (in.) _
, Other (Exp131n in Remarks) i
Remarks: I
LJe? ?c,
?
1 a

SOILS

Map Unit Name ((??
C
A
(
?
(Saries and Phase):
o&'aLrtA_ ?t.n-g SC X
1 o4-y
o C Drainage Class:
Q
?°`

Taxonomy (Subgroup): T `' 2k c_ Ld' ---
Field Obsarvations
, ? Iy .u tit 1-C Confirm Mlapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions.
,inches Horizon Miunsall Moist tMunssil Moist) Abundance/Contrast Structure etc.
?1 -P
/t M Ol.y CL„wn
- Z+ 7 s`1 L t) A, jA
Hydric Soil Indicators:
_ Histosol Concretions
`
Histlc 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)
Ramarks: f
`
? ?
1
1
i K
« S e i
A,? S 1
WETLAND DETERMINATION
Hydrophytic Vegetation Present? No (Circle) r (Circla)
Watland Hydrology Present? No
Hydric Soils Present? a No Is this Sampling Point Within a Wvland? Weft No
Ramar!cs: 11 ` Q I?
Appr0'gad oy Hc1US"?M ?/ 2
I ?_ 1
DATA FORM
ROUTINE `WETLAND DETERINIINATI N
(1987 COE Wetlands Delineation Manua!)
j Protect Site: ?5?Z3o?, ? wDate: Y/3L.? - .---.---?
Applicant/Owner: A;a QT' County: w 4.?,f,
Investigator: C, r-(,, State: NC.
Do Normal Circumstances exist on the site? $ ? Community ID:
Is the site significantly disturbed (Atypical Situation)? 14' Transect ID:
Is the area a potential Problem Area? Yes Plot ID: _
(If needed, explain on reversa.)
VEGETATION
Dominant Plant Spacias S:raturn Indicator Dominant Plant Specia3 Stratum Indicator
1L5 aer % oni cti JL_ FA C, 9.
2.Ul??s w,121 c? 10.
1
3.()V2Sc?S r. rca T? CJ 11.
_
4. ' Lfq Z ?
_
_-
12.
5. q --
V _FA [_ 13.
6. tA L/ _ L 14.
7. 15.
8. 18.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC-).
Remarks:
R r20?\c->,c? e?
??e?? ?< < SpeG??S mot- S,-
HYDROLOGY
- Racarded Data (Describe in Remarks):
_ Stream, Lake, or Tide Gauge
_ Aarial Photographs
_ Other
No Recorded Data Available Watland Hydrology Indicators:
Primary Indicators:
Inundated
? Saturated in Upper 12 Inches
-Water Marks
_ Drift Lines

Field observations: _Sadiment Deposits
_ Oraina,e Pattarns in Wetlands
Sacond:Jry Indicators (2 or more required): ,
Depth of Surface W&!V: (in.) _ Oxidizad Root Channels in Uppar,i2 inchas l
Water-Stained Leaves
T
Dap,h to Frae Watar ;n Pit: (in.) _
Loc3l Soil SUrV-3'4 n313
( FAC-Nau'1r31 Test
Capth to Svur3t9d Soil: (ln.) Other (Fxpl3in in R3marks)
Rai nar..ks:
t
114 (,,
?CT\t?1J? Y`??r0
?? (3 /? /? p?j
? S l ?? ?I
1?? l J4?
?
?
1
`
{

ILuP#?C._
L YETLA1'+ftl DETERMINATION
'+P?series and iohassl: sinaga Gass: -_'
Hydrophytic Vegetation Prasantl Ya No (Circle) ICirols)
r
Wetland Hydrology Prasantl as
1 Hydvie Soils Present? Yas this Swr.piing Point Within a Y/3tlard? Yes
li v I
Remarks:
Q(( .tree ?arc, r?-e? ,,

U ?tl C I's ? c?reQtS
?ao?y
Mlap Unit i?J 3me v r o a r.•1 Sc.n?

w Field Cbsarvations
Taxonomy (Subgroup),, Confirm Mapped Type? Yes ,c
Profile Descrlotian: ..- ..,..?......_... ??
Depth Matrix Color Mottle Colors Arlottle Texture, Concretions,
in
c
has Horizon (Munsail Moist) (NIUnSA M0i3t) Ab,jrdnnca%Contraat Structur9,ya.
?
1
p-6 l0Ls ff
0
Plr
C, r 1
?

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 Llstad on Local Hydric Soils List
_ Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Ramerks:

c;,r e

DATA FORil,1
ROUTINE WETLAND DETER11,111'1,,1-MON
(1937 COE Wetlands Delineation Nlanual)
Project/Site: _?iL Z-300 W a1,C £. CO. Date: (1130tto
'??

Applicant!Ownsr: _,J CI) Z= _
1
County: w Pjr-j
1 Investigator: C , K j rro` _ State: ?C.
Do Normal Circumstances exist on the sits? s 1`I Community ID:
Is the site significantly disturbed (Atypical Situation)? Transect ID: e.v a,%
Is the area a potential Problem Area? Yes Plot ID:
(If needed, explain on raversa.)
VEGETATION
Dominant Plant Speci
a
l
Stratum Indicator Dominant Plant SPeC1e3 Stratum Indicator
(
?
?
S ?S _ _ ?C
1 X L> n b LLQ t-{Z 9. -
,
2. j V C. 10.
3. V4o2 c-
4.LoAa r ere. Al C. V _:24C 12.
5. Ulh.i G An Qr r 13.
6. 14.
7. 15,
8. 18.
Peroent of Dominant Species that are 08L. FACW or FAC O
(excluding FAC-).
Remarks:
Brea^`enc? o? ??op?.,a? spe?tes C'

HYDROLOGY
`Reeord?d Data (Describe in Remarks): Watland Hydrology Indicators:
Stream, Laka, or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Othar ? Saturated in Upp.sr 12 inches
No Recorded Data Available Water iV1ark3
Drift Lines
_ Sadiment Deposits
Fiald Cbearvations: ?Draina,a Pattarns in Wetlands
Secondary Indicators (2 or more requirad).
Depth of Surface Watar: (in.) ./0xidiz3d Root Channels in Uppar,12 Inches
Watar-Stained Leaves
DnFch to Fray Watar in Pit: ^(in.) Loc3i Soil Suniay -:)3t3
' - r'AC-NeLk,31 *ra3t
Depth to S3tum*15d Scil: -0 (in,) 0thar (E:(pisin in Ramarks)
i Rarnarks: }
IL

SViLa
Ylap Unit Name
f
15anas and Phase): 40 V 1 C1M cAnQ Lo Orainsge Clasa: e

Taxonomy (Subgroup): ?,j f,e- Field Cbsarvations 1
r a t Confirm Mapped Typo? Yes
Profils Descriotion:
I
Depth Matrix Color Mottle Colors Mottle Textura, Concretions.
(inches) Horizon Ltvluns911 Moist) (Miun3all MaistZ? AbuncJnncarContraet Structure, 9t,.
0-41 Z. ,-1 !t?
G t 21- f u ?+2y I Z c? c? ????, ??S /t G1 Gi C?
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
_?leyed or Low-Chroma Colors Other (Explain in Remarks)
Ramarks:
H-L?ttC. 4ac11 l IS el-PSQ^+ a? Sr ?-C
WETLAND DETERMINATION
Hydrophytic Vegetation Present? No (Circle) (Circla)
Watland Hydrology Present? No i
Hydric Seila Present? a No Is this Sampling Point Within a lil/siland? es No
+Ramarks:
Ct
P ,
I
S , ?,__ ZZ
DATA FOR,?d
FIOU71NE WETLAND DcTEFu?,ll dlaTit7Ts
(1987 COE Viatlands Delineation Manual
Project/Site?: Z3oa w A-Ii; ?0-0, Date: oo - I
Applicant/Owner: ,11,-_? 1i-I County: Lo &V-J..
Investigator: Air ro State:
Do Normal Circumstances exist on the sits? es l` Community ID:
Is the site significantly disturbed (Atypical Situation)? Transact ID:
Is the area a potential Problem Area? Yes ao Plot ID:
(If needed, explain on reverse.)
VEGETATION
Dominant Plant $ aciaa Stratum Indicator Dominant Plant Species Stratum Indicator

2. a C. .1--7d ZL.r 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. 15. _
8. 18.
Percent of Dominant Species that are OBL, FACW or FAC p 2
(excluding FAC-). 7 7
Remarks:
?f e.,., /k ce nn
e e-
t`C'S G f St ?e
HYDROLOGY
r Recorded Data (Describe in Remarks): Watland Hydrology Indicators:
_ Stream, Lake, or Tide Gauge Primary Indicators:
_ Aerial Photograph,, Inundated
-
_ Othar Saturated in Upper 12 Inches
?
No Recorded Data Availabia _ Water Marks

-' Drift Lines
+
Sediment Deposits
Field Cbservations: _ Drainage Patterns in Wetlands
Sacondjry Indicators (2 or more requir3d):
Depth of Surface W+atar: (in.) 0xidiz3d Root Channsis in Uppar,i2 Inches
W3ter•Steined Leaves
Npth to Free Watar in Pit: {ln.) Local Soil SUroay D3t3
FAC-Neut;31 Tea;
0-3pth to S3tUf3ted Soil: _i (in.) _ Othsr (Exp!3in in Remarks)

Remarks: ;I
? i
e???e?j- af- si}? I?

:7171)_ •9
141Ap Unit ?1?7r?..-...-........s."'^"._'? _.................... ?._. .......?....??...,...?,..?.........?.:?^., ^?
(aaelaa and Pnass): I!IQI Sa'AS -6 Ca Lo Drainage Class:
Field Cbsarvations
Taxonomy (Subgroup): ?, - U I r? c ? (? C ?r P Q K Confirm Mapped Typo? Yes Jo
Profile D9soriction:
Depth Matrix Color Mottle Colors mottle Texture, Concretions,
inches Horizon (Mansell Moist) P;lun:all TAoisi Abu rdancs'Contrast Structtura, stc.
_ -?y Ili \?'?I Z J? Ay-j
(4-IZF IorL2? '
_ aA
Hydric Soil Indicators:
Histosol Concretions
Histlo 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-Chroma Colors Other (Explain in Remarks)
Ramark3: I Q
Non-hKJ / - Sp?1 `ts at s? {e
WETLAND DETERMINATION
7Hydrophytic V*?getation Present? Yes (Circle) (Circle)
and Hydrology Present? Ye:
Hydrio Saila Present? Ya N is this Sampling Point Within s Weiland? Yes ?IV0 J
Ramarks:
V W e \ otil Q I 't vl C Q or 4 a^Q kr S ct r e a?
?proveco?r NC?U? 3rs2

WETLAND RATING WORKSHEET (4th VERSION),
Project Name: S?-Z3L? SA County: WO-5-
Nearest Road: 52- Z300 Date: `/(z or
?t-
Wetland Area (ac): 6,06 oc tM,R1c? Wetland Width (f t): ?c 1-7
Name of Evaluator(s) : C. IA..) C-0=
Wetland Location:
on sound or estuary
pond or lake
on perennial stream
on intermittent stream
within interstream di ide
_y/ o t h e r W e w Kr w LtA
Adjacent Land Use:
(Within 1/2 mi upstream,
upslope, or radius)
forested/natural veg. Y 5 a
? agriculture/urbanized _" ,
? impervious surface
Adjacent Special Natural Areas
Soi is nn I Dominant yege tat ion
Soi 1 Series ?QACA&0-ee_ 't.Ae ( 1 ) ,N1,«?s+?,?r. yi•.,.?eo
predominantly organic (2) :Z'nc?s
(humus, muck or peat) ( 3 ) '5 wc,?tu5
__,,?-'predominantly mineral (non-sandy)
predominantly sandy Flooding and Wetness
semipermanently to
Hvdg'aulic Factors ,Permanently flooded or
? freshwater brackish / inundated
steep topography ? seasonally flooded or
ditched or channelized inundated
total wetland width > 100 feet. intermittently flooded or
temporary surface water
We*_land Tyne (select one)* no evidence of flooding or
Bottomland Hardwood Forest' surface water
Swamp Forest Bog/Fen
Carolina Bay ? Headwater Forest ?£M?r 7 c?1
Pacosin Bog Forest
Pine Savannah Ephemeral Wetland
Freshwater Marsh Other:
*The rating system cannot be applied to salt or brackish marshes or
stream channels.
WATER STORAGE
K, 1N, Z 1;
POLLUTANT REMOVAL
WILDLIFE HABITA'r
AQUATIC LIFE VALUE
RECREATION/EDUCATION
D EM RATING
4-
0
*
* Add 1 point if in sensitive watershed
:t 4.00

x 5 .0 0
.. 2.00 - 2-
x 4 .0 0
x 1.00
WETLAND SCORE
(TOTAL)
and >10010 nonpoint disturbance

WETLAND RATING WORKSHEET (4th VERSION),
Project Name: S? Z3o0 County: WAk4-
Nearest Road: ou 4?\ c i Date: 41z(o1
Wetland Area (ac): 0?06ac Wetland Width (ft): i?
Name of Evaluator(s):
Wetland Location:
on sound or estuary
pond or lake
on perennial stream
on intermittent stream
within -interstream divide
o t he r 14 e p."s itr L 1-c-An,?L
Adiacent and Use:
(Within 1/2 mi upstream,
upslope, or radius)
forested/natural veg. o
-7 agriculture/urbanized
7'7_ o
impervious surface ?•?o
Adjacent Special Natural Areas
Soils I Dominant Vezetation
Soi 1 Series ??? ( 1 )
predominantly organic (2) (/1 E,^ (nti.A,-
humus, muck or peat) ( 3 ) (7 ?d1.?5„fir,s
predominantly mineral (non-sandy)
predominantly sandy Flooding and Wetness
semipermanently to
HvdK'aulis Factors ,Permanently flooded or
freshwater brackish / inundated
steep topography ? seasonally flooded or
ditched or channelized inundated
total wetland width > 100 feet. intermittently flooded
temporary surface water
Wetland Tvoe (select one)* no evidence of floodins
Bottomland Hardwood Forest* surface water
Swamp Forest Bog/Fen
Carolina Bay Headwater Fores t(9-c(q e?-1)
Pocosin Bog Forest
Pine Savannah Ephemeral Wetland
Freshwater Marsh _,?Other:
*The rating system cannot be applied to salt or brackish marshes
stream channels.
ING
or
or
or
DEH RAT
WATER STORAGZ x 4.00
INE
POLLUTANT REMOVAL x 5.00 =
WILDLIFE HABITAT I-
AQUATIC LIFE VALUE
RECREATION/EDUCATION
2.00
x 4.00
x 1.00
WETLAND SCORE _
(TOTAL)
* Add 1 point if in sensitive watershed and >100"13 nonpoint disturbance

C? wAT?
co
r
>_ =-?
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http //N?ww.saw.usace.army_iiiil!w_etlands/Peritl _app.him.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http //www.saw usace arnl??.mil/wetlawls/re-totir._htnl, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U. S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http //lh2g_enr_state.nc.tis/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at h(tp;//www saw,usac•e.army.mil/wetlands/nwh(i_nalFedR_ewg._hdr.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at httr)//112o.el ni state,nc,tis/iicwetlantls/tics litiiil. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U. S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: 01 0 6 5 2 Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules (NOTE: THIS PROJECT HAS STREAMS THAT
ARE EXEMPT FROM THE RULE!-See page 9)
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14 and NWP 33
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 (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: NCDOT/Christopher A. Murray
Mailing Address: 2612 N. Duke Street Durham NC 27704
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:-
E-mail Address:
Fax Number:
Page 3 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 2300 (Pulley Town Road) from SR 2301 (Barham Siding Road) to
1100 feet south of SR 2224 (Mitchell Mill Road) in Wake County.
2. T.I.P. Project Number (NCDOT Only): NCDOT Division Project non-TIP
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Wake Nearest Town: Rolesville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Rolesville, travel south on
SR 1003, turnleft on SR 2305 and travel east turn left on SR 2224 and travel northeast to
intersection of SR 2300 and SR 2224.
Site coordinates, if available (UTM or Lat/Long): N/A
(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. Describe the existing land use or condition of the site at the time of this application: Site is
surrounded by a mixture of undeveloped land, farm land and residential houses.
7. Property size (acres): Project footprint is 1.2 miles (6380 feet long and has a right of way
of 60 feet Property size is 8.8 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Site 1: Unnamed Intermittent
Tributary to Little River• Site 2• Unnamed Intermittent Tributary to Cedar Fork.
9. River Basin: Neuse River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at
Page 4 of 12
10. Describe the purpose of the proposed work: Grade drain base?ave and erosion control at
on Pulley Town Road At Site 1 the existing 30 foot pipe will be replaced with a 44 foot
pipe At Site 2 the existing, 32 foot ipe will be replaced with a 40 foot pipe. Wetlands will
be filled at both Site 1 (0.06 acre) and Site 2 (0.06 acre) The stream may be temporarily
dewatered for one day during construction.
11. List the type of equipment to be used to construct the project: Excavator Backhoe,
Bulldozer and Grader.
12. Describe the land use in the vicinity of this project: Mixture of undeveloped land and
houses.
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.
No previous project jurisdictional determination or permit history associated with site.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: None anticipated
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 5 of 12
1. Wetland Impacts
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
Site 1 Fill 0.06 No Adjacent Emergent
Site 2 Fill 0.06 No Adjacent Emergent
* 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 h U,p !/?N %? - 1 en i a, srn .
'** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.12 acre within
footprint of project
Total area of wetland impact proposed: 0.12 acre within footprint of project.
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Average Width Perennial or
Site Number Type of Impact* Impact
Length Stream Name** of Stream Intermittent?
indicate on ma r feet)
(linear Before Impact lease specify)
Site 1 Fill (pipe) 14 UT Little River 3 feet Intermittent
Site 1 Dewater (Temporary) 54 UT Little River 3 feet Intermittent.
Site 2 Fill (pipe) 8 UT Cedar Fork 2 feet Intermittent
Site 2 Dewater (Temporary) 50 UT Cedar Fork 2 feet 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
Several internet sites also allow direct download and printing of USGS maps (e.g.,
??_t?w, tnapc?icsf.,com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 22 feet permanent fill and
104 feet dewatering which is a temporary impact.
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Page 6 of 12
4. Pond Creation
VII.
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock
local stormwater requirement, etc.):
Size of watershed draining to pond:
watering, irrigation, aesthetic, trout pond,
Expected pond surface area:
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.
All wetlands and surface waters not affected by project construction will be protected from
unnecessary encroachment No staging of equipment will be allowed in or adjacent to waters of
the U.S. unless necessary for construction The side slopes at the jurisdictional sites have been
steepened to the maximum extent pgssible Strict enforcement of Best Management Practices for
the protection of wetlands and surface waters will be enforced during construction. Also, design
standards for sensitive watersheds (HQW guidelines) will be enforced during construction. Only
the smallest amount of fill necessary to complete the project will be placed in waters of the
United States.
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.
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.
Page 7 of 12
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
1,ttp i/112O cnr.suite. nc a /ticwetlands/string I de. fit 1111.
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.
Not Applicable.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at littp://h2o.cnr State. tic.us/NNrp?indcx,htIll. 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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
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 N
Page 8 of 12
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 (DWQ Only)
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:
*****NOTE: The very low flow intermittent streams at Site 1 and Site 2 are
not depicted on the most recent Soil Survey of Wake County (USDA-
SCS,1970) or the most recent version of the Rolesville topographic map
(USGS,1993). According to the Rules, riparian buffers adjacent to surface
waters that do not appear on either of these maps shall not be subject to the
Rule.
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 t extends out 3U feet perpendicular from near bank of cnannel; Gone z 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 9 of 12
Xi. Stormwater (DWQ Only)
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.
Existim: 5.1 acre impervious surface of 8.8 acre total project size. Proposed: 5.1 acre
impervious surface of 8.8 acre total project size The erosion control plan for the project is
designed for 1,800 cubic feet of storage per acre Erosion and sediment control devices along the
project are comprised of silt fence temporary rock sediment dam, temporary silt basin,
temporary rock silt check dam and rock pipe inlet sediment trap All temporarily disturbed areas
will be revegetated after construction
XII. Sewage Disposal (DWQ Only)
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.
The project will not generate wastewater.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No N
Is this an after-the-fact permit application?
Yes ? No N
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: [phone]
Fax: [phone]
Page 1 l of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
N. C. DEPARTMENT OF TRANSPORTATION
TRANSMITTAL SLIP DATE

TO: r? REF. NO. OR ROOM; BLDG.

RRO? , REF. NO. OR ROOM, BLDG.

ACTION
? NOTE AND FILE ? PER OUR CONVERSATION
? NOTE AND RETURN TO ME ? PER YOUR REQUEST
? RETURN WITH MORE DETAILS ? FOR YOUR APPROVAL
? NOTE AND SEE ME ABOUT THIS ? FOR YOUR INFORMATION
? PLEASE ANSWER ? FOR YOUR COMMENTS
? PREPARE REPLY FOR MY SIGNATURE ? SIGNATURE
? TAKE APPROPRIATE ACTION ? INVESTIGATES AND REPORT
COMMENTS:
APR 2 7 2001
yi:
401
dM A/Vp v?
Fo
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
11 i,
LYNDO TIPPETT
SECRETARY
April 25, 2001
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27609
U10652
Attention: Mr. Eric Alsmeyer
NCDOT Coordinator
Subject: Secondary road improvements to SR 2300 (Pulley Town Road) from SR
2301 (Barham Siding Road) to 1100 feet south of SR 2224 (Mitchell Mill
Road) in Wake County. NCDOT Work Order No. 6.402564.
The North Carolina Department of Transportation (NCDOT) proposes to upgrade
to SR 2300 (Pulley Town Road) from SR 2301 (Barham Siding Road) to 1100 feet south
of SR 2224 (Mitchell Mill Road) in Wake County. Total project length is 1.2 miles.
Transportation and highway laws of North Carolina (G.S. 136-44.6, 136-44.7, 136-
44.7A, 136-44.8, and 136-44.9) require the NCDOT to develop annual work programs
for construction and maintenance of secondary roads. These general statutes specifically
set forth requirements for annual construction and paving of existing unpaved roads.
Paving of these roads is performed in priority order as established by the NCDOT for
each unpaved road within a given county. This number is based on characteristics of -? -n
each road, including number of homes, schools, churches, businesses, industries, r T
recreational facilities, traffic counts, presence of school bus routes, and value as a r
thoroughfare. SR 2300 is scheduled to be paved in the 2000-2001 Secondary Roads r71 ?
Construction Program. c -_i
Impacts to Waters of the United States
Construction of the project will necessitate impacts to waters of the United States
at two sites in the Neuse River Basin (Figures 1, 2). Both sites involve impacts to a
wetland an intermittent stream. Wetland delineations were conducted using the field
delineation method outlined in the 1987 Corps of Engineers Wetland Delineation Manual
(Environmental Laboratory, 1987). U. S. Army Corps of Engineers (USACE) Wetland
Data Forms and a North Carolina Division of Water Quality (DWQ) Wetland Rating
Form are attached to this application.
Division 5, 2612 N. Duke Street, Durham, NC 27704
Phone: [phone] Fax: [phone]
Site 1 (126+24-L- to 128+90-L-)
Construction at this site will impact a palustrine emergent wetland (PEM213) and
an unnamed intermittent (very low flow) tributary to Little River (DWQ Index No. 27-
57-(1), Best Usage Classification WS-II NSW) (Figure 3). This stream originates at the
wetland located on the west side of Pulley Town Road. The existing structure is a 18-
inch concrete pipe that is 30 feet long. The replacement pipe is a 36-inch concrete pipe
that is 44 feet long. Permanent impacts at the site include <0.01 acre fill in surface water,
14 linear feet existing channel impacted, and 0.06 acre fill in wetlands.
Site 2 (134+33-L- to 136+89-L-)
-Construction at this site will impact a palustrine emergent wetland (PEM213) and
an unnamed intermittent (very low flow) tributary to Cedar Fork (DWQ Index No. 27-57-
3, Best Usage Classification WS-II NSW) (Figure 4). This stream originates at the
wetland located on the west side of Pulley Town Road. The existing structure is a 18-
inch concrete pipe that is 32 feet long. The replacement pipe is a 36-inch concrete pipe
that is 40 feet long. Permanent impacts at the site include <0.01 acre fill in surface water,
eight linear feet existing channel impacted, and 0.06 acre fill in wetlands.
Waters of the U.S. Mitigation
Avoidance: All wetlands and surface waters not affected by the project will be
protected from unnecessary encroachment. No staging of construction equipment or
storage of construction supplies will be allowed in wetlands or near surface waters. The
existing bridge over Cedar Fork at Station 142+50-L- will not be replaced.
Minimization: The side slopes have been steepened to the extent possible at
jurisdictional sites. Strict enforcement of sedimentation and erosion control Best
Management Practices for the protection of wetlands and surface waters will be enforced
during project construction. Continued coordination will occur with maintenance forces
and the Environmental Officer during construction to minimize impacts to these sites.
The unnamed intermittent tributary to Cedar Fork and unnamed intermittent tributary to
Little River both have a Best Usage Classification of Class WS-II NSW. Accordingly,
NCODT Design Standards for Sensitive Watersheds (HQW Guidelines) will be enforced
during the life of the project. This allows for 1,800 cubic feet of storage per acre.
Compensatory Mitigation: Construction of the project will result in only minimal
impacts to waters of the United States. Impacts have been avoided and minimized to the
maximum extent possible during the design process. Due to minimal impacts,
compensatory mitigation for stream impacts will not be provided for this project.
Dewatering
The NCDOT proposes to temporarily dewater the streams at Site 1 and Site 2, if
necessary, during the construction of the project. This will involve the temporary
placement of sandbags or Class B or Class 2 rip rap covered with filter fabric in the
stream channel approximately 10 feet upstream of the proposed pipe inlet (Figure 3 and
Figure 4). To maintain water flow during construction, water upstream of this
impervious structure will be temporarily pumped out and conveyed downstream of the
construction activity where it will be allowed to filter through vegetation before flowing
into the stream. The streams will be dewatered less than a day. This will result in
temporary impacts to the surface waters. Temporary impacts to the streams from this
activity will result in the dewatering of <0.01 ac of stream bed and 54 linear feet stream
channel at Site 1 and of <0.01 ac of stream bed and 50 linear feet stream channel at Site
2. The sandbags or rip rap covered with filter fabric will be removed after construction.
Riparian Buffer Impacts
The construction of the project involves a road crossing of two low flow
intermittent streams located in the Neuse River Basin. Please note that these streams are
not depicted on most recent version of the Soil Survey of Wake County, North Carolina
(Figure 2) (USDA-SCS, 1970) or on the most recent version of the Rolesville, North
Carolina topographic quadrangle (USGS, 1993) (Figure 1). According to the Rules,
riparian buffers adjacent to surface waters that do not appear on either of these maps shall
not be subject to the Rule.
Protected Species
Plants and animals with federal classifications of Endangered, Threatened,
Proposed Endangered and Proposed Threatened are protected under provisions of Section
7 and Section 9 of the ESA. As of February 7, 2001, there are four federally-protected
species listed for Wake County. They include bald eagle (Haliaeeuts leucocephalus),
red-cockaded woodpecker (Picoides borealis), dwarf wedgemussel (Alasmidonta
heterodon) and Michaux's sumac (Rhus michauxii). Biological Conclusions of No
Effect have been rendered for each species.
Summary
NCDOT proposes to upgrade and pave SR 2300 in Wake County. Permanent
impacts at Site 1 include <0.01 acre fill in surface water, 14 linear feet existing channel
impacted, and 0.06 acre fill in wetlands. Permanent impacts at Site 2 include <0.01 acre
fill in surface water, eight linear feet existing channel impacted, and 0.06 acre fill in
wetlands. Temporary impacts to the streams from dewatering activity will involve
<0.01 ac of stream bed and 50 linear feet stream channel at Site 1 and of <0.01 ac of
stream bed and 54 linear feet stream channel at Site 2.
Application is hereby made for a Department of the Army Section 404
Nationwide Permit (NWP) 14 and NWP 33 and DWQ Section 401 Water Quality
Certification (WQC) No. 3289 and No. 3114 for construction of this project. The
NCDOT will comply with all applicable NWP and WQC conditions. In compliance with
Section 143-215.3D(e) of the NCAA we have enclosed a check for $200.00 to act as
payment for processing the Section 401 permit application. A pre-construction
notification is attached with this request. If you have any questions or need additional
information, please contact me at [phone].
Sincerely,
Christopher A. Murray, P.W.S.
Environmental Officer
cc: Mr. David Franklin, USAGE, Wilmington
Mr. John Dorney, NCDWQ, Raleigh
Mr. David Cox, NCWRC, Creedmoor
Mr. Garland Pardue, USFWS, Raleigh
Mr. Brandon Jones, P.E., NCDOT District Engineer, Raleigh
P_k, t. \ 'I? ``• ' 1 ; I° - 1??1 \I ?? \ %,,:..? 1 ?? II / ?S+ ,,?5\ f
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Project Study Area
SR 2300 Pulley Town Road °?
II
Wake County
f USGS Rolesville To Ma 1993 0 1
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-+ Figure 1 1:24000 2308
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-4- ----
125
LEE MAY PEARCE
LEE MAY PEARCE
\
Temporary placement of sandbags or \ -p\
Class 2 or Class B rip rap covered with \?\ \
filter fabric to facilitate temporary
\ \ `
dewatering of stream.
SR 2,300
---- - - - - - - - - - -
C" t1T to Little River 130 \ \ \ ?J
Wetland Impact
Site 1
SR 2300 Pulley Town Road
Wake County
Figure 3 111=100,
co
Temporary placement of sandbags or
Class 2 or Class B rip rap covered with
filter fabric to facilitate temporary
dewatering of stream.
W

\ l
LEE MAY JONES PEARCE
BP 2136-165

PROP, 6p' SR 2300 PULLEY TOWN ROAD
NNE ?? T to Cedar FoYk
a PREP'
UNKNOWN ,
o
7 1/1
Wetland Impact
Site 2
SR 2300 Pulley Town Road
Wake County
Figure 4 1"=100'
5.?1
DATA FORM
ROUTINE WETLAND DETERMINATION
(1937 COE Vv'etlands Delineation Manual)
Project/Site: 52- Z 3 Ov w /} - L CD- Date: '41 L(0I
Applicant/Owner: JV c l) o- C- County: w q.?r, L
Investigator: c. r1? r State: N L
Do Normal Circumstances exist on the site? $ N Community ID: 5'±&-I
-
-
Is
the site significantly disturbed (Atypical Situation)? as o ?
Transect ID: _w z
Is thv area a potential Problem Area? Yes o Plot ID: _
(If needed, explain on reverse.)
VEGETATION
?ornioa,&Plant Species um Indicator
S*rrot Dominant Plant Species Stratum Indicator
1. A-1 e- 4(*C% ?. w??t r! /
2k V
2. i?IGC:?S?CC??
H It„vt_AP
. ?
1?(
?
3.
% Ln?x;? 25 s
l'?' "'"" '
11.
12.
5•y ? o(S??o, .? tuc 14 FA'V r 13.
e. 14.
7. 15.
S. 18.
Percent of Dominant Species that are 0eL, FACW or FAC %?
6
(excluding FAC-). _i_.l.
Remarks:

Qteu0.le1c4E n I_
A ?U \
o'? Qy` ??ct- ?pcc? ?f 5r?P_
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
Stream, Lake, or Tide Gauge Primary Indicators:
Aerial Photographs
- Inundated
Other ? Saturated in Upper 12 Inchos
No Recorded Data Availabia
- Water Mark-
-
Drift Lines
-
Sadiment Deposits
Fiald Cbservations: _?Drainage Patterns in Wetlands
Indicators (2 or more requir3d):
Sacond7
Depth of Surface Water: (in.) xidized Root Channsis in Upper. 12 Inches l
0
-
n Watsr-Stained Leaves
_
Dapch to Fraa Watar in Pit: l l (in.) _ Local Soil Survnv Data
PAC-Neutral Test
03ath to S3tur3tad SCil: (in.) _
- Other (Explain in Ramarks)
Remarks: I Li e
A '51'J-e
- _
SOILS
Nlap Unit Name
(Saria9 and Phase): `-3& dkr¢A- ?.A San o4-y l©'C d)CA Drainage Class: _
Field Obsarvations
Taxonomy (Subgroup):1 L Confirm Mapped Type? Yes No
Profila Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions.
inches Horizon Munseli Moist (Munssll Moist) Abundance/Contrast Structure, etc.
1.) A^ &%a A C.? s ?Vl1l T I,,.O °1 M
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 T Listed on Local Hydric Soils List
_ Reducing Conditions Listed on National Hydric Soils List
__L/Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
eo1 aF 51
WETLAND DETERMINATION
o (Circle) (Circia)
rHydrophytic Vegetation Present? TNO
Watland Hydrology Present? Hydric Soils Present? o Is this Sampling Point Within a \415.land? No
(1)
Remarks: ?k ?C, A?; CLl /'e2 O CL 1-CL
1 I
W__ Approv3d by ric3L'?a`?? } 1_. _..
DATA FORM
PIOUMNE WETLAND DUEFi,IMINATION'
(1957 COE Vietlands Delineation Manua!)
j- Protect/Site' ??-7-301-) qk ?(?o Date: y f3 ?sil _..
Applicant/Owner: _ IC.D QT_ County: w A-kf_
Investigator: C, N(y State: NC.
Do Normal Circumstances exist on the site? s A Community ID: w 1
Is the site significantly disturbed (Atypical Situation)? 15 Transact ID:
-?r'e_P?
Is the area a potential Problem Area? Yes Plot ID:
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Si2acies Stratum Indicator Dominant Plant Specie3 Stratum Indicator
1. ?.CQ?rnaa, 3t?ir"' ` Jy FA . 9.

3.&UerC%)S .1? _ p4cj 11.
4. -?-- ?R`- 12.
5. ? ?_ 13.
L/_ G 14.
7. 15.
8. 18.
Percent of Dominant Species that are 08L, FACW or FAC
(excluding FAC-).
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks):
-Stream, Lake, or Tide Gauge
Aerial Photographs
Other
N Recorded Data Available
Field Cbsarvations:
Depth Of SUri3C,3 Water:
Dgpch to Free Water in Pit:
Depth to S3tUmtsd Soil:
(in.)
(in.)
(in.)
Watland Hydrology Indicators:
Primary Indicators:
Inundatad
Saturated in Upper 12 Inches
-Water Marks
_ Drift Lines
_ Sediment Deposits
Drainage Patterns in Wetlands
Sacon_dary Indicators (2 or more requirad):
_ Oxidized Root Channels in Uppar.i 2 Inchas
Water-Stained Leaves
Lca3l SOO SUIV3Y 0313
_T "FAC-Nautral Test
- Other (E:ep.'ain in Ramarks)
Rernar'.43:

Hydrophytic Vegetation Present? Ya No (Ci;cle) (Circle)
YVatland Hydrology ?resent? es
Hydric Soila Present? Yas Is this Sampling Point Within e ?+l9tland? Yas
I (
Ramarka:
arci A ck-F5 ar e

u (t1 c I, S '?-f_b 4 «Q ?s

? 00 S ilvr oa San ??•• v s ? i
iilap Unit Name
15arias and f'hasa): ain3ga Class: _?$? I

Taxonomy (Subgroup): w Field Cbs3rvations 1

Confirm Mapped Type? Yes .c
Profile Dascrintion:
Depth Matrix Color
inches horizon Uylunsoil !Moist) Mottle Colors Mottle Texture, Concretions,
Prluns2il lMo1,t AbunclRn
q
?C
i
S
c
on
1
rast
tructurs, eto,
?? 6 ro?c¢-?1z s
rC
C,,r..,
r,, Q

Hydric Soil Indicators:
Histosol i
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 i
- Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Ramerk3:
W O/? k j LC_ 5 041 e,-I- Sf
Approvsc 0 f .MUV,A(;_ L,"'1
sc? =?
DATA FORM
ROU71NE `ryCTLAiND DUERN111dAT1ON
(1957 COE Wetlands Delineation Manual)
Project/Site: __47 L- Zsoa w 4K F_ Co Date: tt 1;01 00?---
Applicant!Owner: Al C- nT` County: w xKf
Investigator: C , Kj rr _ State: ,Uc-
I Do Normal Circumstances exist on the site? s N Community ID:
Is the site significantly disturbed (Atypical Situation)? Y s Transact ID: c1 a?
Is th.6 area a potential Problem Area? Yes Plot ID:
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Spacias Stratum Indicator Dominant Plant S08Cie3 Stratum Indicator

2. i ?N_ V C 10.

5. U l hU!b u Mn r? c g-N --= 13.
S. 14.
7. 15.
8 , 18.
Percent of Dominant Species that are 08L, FAC'O/ or FAC
U
(excluding FAC-). ?
-
Ramarks: 1 tt I
Q f e ? ?`Gn ce o hK 3?op A -? f-iC, sQ e ?t ?S CJ s•/
HYDROLOGY
- Recorded Data (Describe in Remarks): Watland Hydrology Indicators:
-Stream, Lake, or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Othar ? Saturated In UFpar 12 Inches
No Recorded Data Available Water Mark3
Drift Lines

Sediment Deposits
Field Cbservationa: Drainage Pattarns in Wetlands
S'Icond,Iry Indicators (2 or more requir3d):
Depth of Surface Wratw: (in.) -'0Xidiz3d Root Channels in Uppar.12 Inchr33
W3ter-Stainad Leaves
DeFch to Fras Water in Pit: (in.) Local Soil Survay'Csta
rAC4401i t 31 Test
Depth to S31ur3t9d S61: ?0_(fin Other (E:(plsin in 3amarks) (.
..?,_..._... - -- X111'
.
,.
.
.
?.
Remarks: II (( L ?
S, k_ 7 _
SOILS
Map Unit Name l
S
Ferias and t'ha3oj: `o v 11% r- , Q.y A 4Q 6 'JM
hn - ko Drainage Class:
?j 1
Taxonomy (Subgroup): 1??n T Field Cbsarvations
oC,?-e Confirm Mapped Typo? Yes ,o
Profile Qe criation:
I
Depth Matrix Color
(inches) Horizon (fvjuns,gli Molst) Mottle Colors Mottle Texture, Concretions,
MunsallMoi3tj__ Aburdancs:Contr st Structure etc

Hydric Soil Indicators:
_ Hiatosol 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
r
_ Reducing Conditions Listed on National Hydric Sails List
_,L,?G°leysd or Low-Chrcma Colors Other (Explain in Remarks)
Ramarka:
H`Atc- 4oc1 1S C???^? A? Sr
WETLAND DETER MiNATION
Hydrophytic Vegetation Present? No (Circle) (Circla)
Watland Hydrology Present? No
Hydric Soils Present? a No is this Sampling Point Within s Wi-!land? es No I
Remarks:
l,Je ??a? a?(,tre2 ?a?aMQ?QrS ?? t??fZ?l? at SI7?P
r
P
i
;aNpiOV9U 0 / ,7t1Ub,a?t '??••

DATA FOR?,i
ROUTINE WETLAND Dc°! EFt;+,11i i11Tic71"
(1987 COE Wetlands Delineation Manua!)
7projsct;Site: M 51- Zje,a w?k?C? o Date: u(;.( oc, ?I
Applicant/Ownar: County:
Investigator. C -C State:
Do Normal Circumstances exist on the site? F
r+ Community ID:
is the site significantly disturbed (Atypical Sit uation)?
s Transact ID:
Is the area a potential Problem Area? Yes o Plot ID:
(If needed, explain on reversa.)

VEGETATION
Dominant Plant SDacia3 Stratum Indicator Dominant Plant SP8Ci03 Stratum Indicator
1. LoAI(er°` -C-% 20nIC
1 C-- 9.
2. IAae.
j 10.
3.
rr .. V UQ? 11.
4. 12.
S. 13.
8. 14.
7. 15. _
8. 18.
Percent of Dominant Species that are 08L, FACyy or FAC
(excluding FAC-).
Remarks:
l' f e,, d,? e n ce
c t
HYDROLOGY

1 - Recorded Data (Describe in Remarks): Watland Hydrology Indicators:
_ Stream, Lake, or Tide Gauge Primary Indicators:
_ aerial Photographs _ Inundated
_ Othar _ Saturated in Upper 12 Inches
_ No Recorded Data Available Water Marks
Drift Lines
Sadimant Doposits
Field Cbservations: Drainage Patterns in WatlanJs
Sacond:-ry Indicators (2 or more required):
Depth of Surface Water: (in.) _ 4xidiz3d Root Channsis in Uppar.1 2 Inches
W3ter•Stsined Leaves
Depth to Eras Watar in Pit: (in.) Local Soil Survay D3t3
i'ACr-NBS:tr 31 1.931
II C3,pth to S31ur3t9d Scil: (in.) Other (F:(p!ain in Remarks)
11
Rernarts: ?i
LZe h??f°l ? IS rlo7 Q,rr?C?l?' ca;7? S/

G.o. iLs
Map Unit Name
ISana3 and r'hasa); .I,S?vc??,.?,Sa? c??? Q,?? Lo ? Qrainr?ga Class:
' 1 1 Field Cbsarvations
Ta:ccnomy (Subgroup); _ v o 4 . L - U r?C }(J C. ter e (2 Confirm Mapped Type? Yes !o
Prol`03 Doscriatlon:
Depth Matrix Color Mottle Colors AAottla Textura, Concretions.
(inches) Horizon Munsall Moist, PAun3MI Moist AbundencsiContrasr. Structure, acc.
C7 `l J I o ?+L ? i Z S,- Z t? ?`zr -----
(4-IL1- lo?2s" •
a?
Hydric Soil Indicators:
_ Histosol _ Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Suffidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Ustad on Local Hydric Soils List i
_ Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Ramarka:
POA-?JlkL 5pI?1 `?s at sf tAe
WET AND DUERMINAMN
Hydrophytic Vegetation Present? Yas iCircle) (Circla))
i YWatland Hydrology Present? Yee
Hydric Soils Present? Yes N le this Sampling Point Within s W9tland? Yes
Remarks:
(? ?" W e? 1 ten, Jj a ?? ?-?l ? t Q Y G(a .'^ e ?er S ?t r Q
V i

S -1 1 ve- 1
WETLAND RATING WORKSHEET (4th VERSION).
Project Name: c2 C-Z3D? tx County: wl?k?
Nearest Road: S2--Z300 4,\iQ?.1ow? S? Date: 91 To-
Wetland Area (ac): p-06 oc t.,o1 Wetland Width (f t): t 17 ?r-
Name of Evaluator(s): c• PA c?D:
Wetland Location:
on sound or estuary
pond or lake
on perennial stream
on intermittent stream
within interstream di ide
o f h e r N QKc w Q-rk-ti
Soils
Soil Series l 0n0J-.ree_ J.Ae Sg,X?124LT
predominantly organic
(humus, muck or peat)
_'oredominantly mineral (non-sandy)
Adjacent and Use:
(Within 1/2 mi upstream,
upslope, or radius)
forested/natural veg. y`? a
? agriculture/urbanized S'?o
? impervious surface
Adjacent Special Natural Areas
Dominant Vege tat ion
( 2 } ___?4?i,nc ?S
(3) wa 'J t?5
predominantly sandy Flooding and Wetness
semipermanently to
Hvd--au l is Factors Permanent ly flooded or
VI-f brackish / inundated
steep topography ? seasonally flooded or
ditched or channelized inundated
total wetland width > 100 feet. intermittently flooded
temporary surface water
Wetland Tvne (select one)* no evidence of floodins
Bottomland Hardwood Fo rest, surface water
Swamp Forest Bog/Fen
dwater
? H
Forest
Carolina Bay ea
Pacosin Bog Forest
Pine Savannah Ephemeral Wetland
Freshwater Marsh Other:
*The rating system cannot be applied to salt or brackish marshes
stream channels.
WATER STORAGE
'' Y i? ,. ?.. ...... _ - l
11`11:. ? POLLUTANT REMOVAL
WILDLIFE HABITA'r
AQUATIC LIFE VALUE
RECREATION/EDUCATION
DEW RATING

* Add i point if in sensitive watershed
x 4.00 =
x 5.00 =
2.00 = Z
x 4.00 =
or
or
or
x 1 . 0 0 = _____1___- ( AS - ( P F)
WETLANE SCORE = 2?
(TOTAL)
and >10010 nonpoint disturbance
j:
WETLAND RATING WORKSHEET (4th VERSION),
Project Name: Z300 County: l..i AV-
Nearest Road: VA- a Date: 41z(?(
Wetland Area (ac): 10 6 -t c Wetland Width (ft): IS
Name of Evaluator(s):
Wetland Location:
on sound or estuary
pond or lake
on perennial stream
on intermittent stream
within -interstream divide
-"o the r
Adiacent Land Use:
(Within 1/2 mi upstream,
upslope, or radius)
forested/natural veg. -? agriculture/urbanized Z
o
impervious surface
Adjacent Special Natural Areas
Soils I Dominant Vezetation
Soil Series 7J? (1) =
predominantly organic
humus, muck or peat) (3) predominantly mineral (non-sandy)
predominantly sandy Flooding and Wetness
semipermanently to
Hvdr•aulic Factors /Permanently flooded or
freshwater brackish / inundated
steep topography ? seasonally flooded or
ditched or channelized inundated
total wetland width > 100 'feet. intermittently flooded
temporary surface water
Wetland Tvve (select one)* no evidence of floodim
Bottomland Hardwood Forest, surface water
Swamp Forest Bog/Fen
Carolina Bay ? Headwater Forest(9-v9e_1+)
Pocosin Bog Forest
Pine Savannah Ephemeral Wetland
Freshwater Marsh _,.11'Other:
*The rating system cannot be applied to salt or brackish marshes
stream channels.
DEM RAT I-NG
WATER STORAGE
POLLUTANT REMOVAL
WILDLIFE HABITAT _I
AQUATIC LIFE VALUE
RECREATION/EDUCATION
x 4.00 =
O
x 5.00 =
or
or
or
2.0 0
x 4.00 =_.
x 1.00
= ---ca?? P rJ
WETLAND SCORE _ _bG.-•--- rJ
(TOTAL)
* Add 1 point if in Sensitive watershed and >10a nonpoint disturbance

O? W A
`O Q?
C? r
> :7q
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
littNvw saw, IS<tce al'tij mil/wctl, l.nds/1'crm_a}?p_htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http_//www.saw usac.e.ari.rny mil/wetlands/i_e"t0xir.htn1, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U. S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
littp./ 2o.enr,statt.nc_us/I1CV ct14 ids to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at htt,h.//www_ saw. iisace.armv.iiii_I/wetlands/nwp(inall`edReg_hd_I'
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at littp // i o their, state, nC us/ncwetl_ands/fees.ht_i 1. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U. S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules (NOTE: THIS PROJECT HAS STREAMS THAT
ARE EXEMPT FROM THE RULE!-See page 9)
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14 and NWP 33
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 (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: NCDOT/Christopher A. Murray
Mailing Address: 2612 N. Duke Street Durham NC 27704
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:-
E-mail Address:
Fax Number:
Page 3 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 2300 (Pulley Town Road) from SR 2301 (Barham Siding Road) to
1100 feet south of SR 2224 (Mitchell Mill Road) in Wake County.
2. T.I.P. Project Number (NCDOT Only): NCDOT Division Project non-TIP
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Wake Nearest Town: Rolesville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Rolesville, travel south on
SR 1003, turn left on SR 2305 and travel east turn left on SR 2224 and travel northeast to
intersection of SR 2300 and SR 2224.
5. Site coordinates, if available (UTM or Lat/Long): N/A
(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. Describe the existing land use or condition of the site at the time of this application: Site is
surrounded by a mixture of undeveloped land farm land and residential houses.
7. Property size (acres): Project footprint is 1.2 miles (6380 feet) long and has a right of way
of 60 feet Property size is 8.8 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Site 1: Unnamed Intermittent
Tributary to Little River; Site 2• Unnamed Intermittent Tributary to Cedar Fork.
9. River Basin: Neuse River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at litth:/,J12o enr_51 JiW IC.L1S/ad111in/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Grade drain base pave and erosion control at
on Pulley Town Road At Site 1 the existing 30 foot pipe will be replaced with a 44 foot
pipe At Site 2 the existing 32 foot pipe will be replaced with a 40 foot pipe. Wetlands will
be filled at both Site 1 (0.06 acre) and Site 2 (0.06 acre) The stream may be temporarily
dewatered for one day during construction.
11. List the type of equipment to be used to construct the project: Excavator Backhoe,
Bulldozer and Grader.
12. Describe the land use in the vicinity of this project: Mixture of undeveloped land and
houses.
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.
No previous project jurisdictional determination or permit history associated with site.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: None anticipated
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 5 of 12
1. Wetland Impacts
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
Site 1 Fill 0.06 No Adjacent Emergent
Site 2 Fill 0.06 No Adjacent Emergent
* 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 athtilx lirmn 20V.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.12 acre within
footprint of project.
Total area of wetland impact proposed: 0.12 acre within footprint of project.
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Length
Impact Average Width Perennial or
Site Number Type of Impact* r feet)
(linear Stream Name** of Stream Intermittent?
indicate on ma Before Impact lease specify)
Site 1 Fill (pipe) 14 UT Little River 3 feet Intermittent
Site 1 Dewater (Temporary) 54 UT Little River 3 feet Intermittent
Site 2 Fill (pipe) 8 UT Cedar Fork 2 feet Intermittent
Site 2 Dewater (Temporary) 50 UT Cedar Fork 2 feet 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, eta 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
n utig .goy. Several internet sites also allow direct download and printing of USGS maps (e.g., topo/ot?c c ot; i,
?y?yar.m"ipcliu.?sl coiu, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 22 feet permanent fill and
104 feet dewatering which is a temporary impact.
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S.
Open Water Impact Area of Name of Waterbod
y Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Page 6 of 12
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
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.
All wetlands and surface waters not affected by project construction will be protected from
unnecessary encroachment No staging of equipment will be allowed in or adjacent to waters of
the U.S. unless necessary for construction The side slopes at the jurisdictional sites have been
steepened to the maximum extent possible Strict enforcement of Best Management Practices for
the protection of wetlands and surface waters will be enforced during construction. Also, design
standards for sensitive watersheds (HQW guidelines) will be enforced during, construction. Only
the smallest amount of fill necessary to complete the project will be placed in waters of the
United States.
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.
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.
Page 7 of 12
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
Iitth 8h`2o ciu,statc.iu us/11Cv ?et_1,1Il S!St 1111 "1 Cie. lit fill.
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.
Not Applicable
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at 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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
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
Page 8 of 12
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 (DWQ Only)
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 213 .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:
*****NOTE: The very low flow intermittent streams at Site 1 and Site 2 are
not depicted on the most recent Soil Survey of Wake County (USDA-
SCS,1970) or the most recent version of the Rolesville topographic map
(USGS,1993). According to the Rules, riparian buffers adjacent to surface
waters that do not appear on either of these maps shall not be subject to the
Rule.
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
* Gone 1 extends out 3U teet perpendicular from near banK of cnannel; Gone z extenas 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 9 of 12
XI. Stormwater (DWQ Only)
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.
Existina• 5.1 acre impervious surface of 8.8 acre total project size. Proposed: 5.1 acre
impervious surface of 8.8 acre total project size. The erosion control plan for the project is
designed for 1,800 cubic feet of storage per acre Erosion and sediment control devices along the
project are comprised of silt fence temporal rock sediment dam, temporary silt basin,
temporary rock silt check dam and rock pipe inlet sediment trap All temporarily disturbed areas
will be revegetated after construction
XII. Sewage Disposal (DWQ Only)
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.
The project will not generate wastewater.
XIII. Violations (DWQ Only)
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).
IG g. z s ul
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan Nati onal Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National 1V
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: [phone]
Fax: [phone]
Page 1 l of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator
3855 Idlewild Road
Kernersville, NC 27284-9180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
Alleghany Caldwell Watauga
Ashe Mitchell Wilkes
Avery Stokes
Burke Surry
Buncombe Henderson Polk
Cherokee Jackson Rutherford
Clay Macon Swain
Graham Madison Transylvania
Haywood McDowell Yancey
Page 12 of 12