20061617 Ver 1_Individual_20061018

WITHERS RAVENEL
ENGINEERS i PLANNERS I SURVEYORS
111 MacKenan Drive
CARY, NORTH CAROLINA, 27511
TEL: [phone]
FAX: [phone]
TO: Cyndi Karo
NCDENR DWQ - 401 Unit
2321 Crabtree Blvd.
Raleigh, NC 27604
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
1�IK°_\I�1�5A�0ll.lf,���l�
DATE October 18, 2006 106 NO. 02050261.01
ATTENTION Cyndi Karoly
PHONE #
RE: Wendell Falls, Wendell, Wake County
O LP -- l to
REGENED
® Attached via courier the following items:
❑ Prints ❑ Plans ❑ Samples
❑ Change order ❑ Diskette ❑
❑ Specifications
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
® For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑ Other:
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
RECEIVED BY:
DATE RECEIVED:
COPY TO: File
SIGNED: Todd P u Inger
�D
ifenclosures are not as noted, please notify us at once. 0 C T 1 6 2006
DENR - WATER DUiL1TY
WUM AND STOR I TER BRANCH

PUBLIC NOTICE
A r..
20Os1617
T
I D Issue Date: October 13, 2006
Comment Deadline: November 12, 2006
Corps Action ID #: SAW -2005-20100-292 7
The Wilmington District, Corps of Engineers (Corps) has received an application from
Mercury Development, seeking Department of the Army authorization to permanently
impact 3.09 -acres of jurisdictional wetlands and 2,191 linear feet of streams having
important aquatic functions, and temporarily impact 1.65 -acres of jurisdictional wetlands
and 720 linear feet of streams having important aquatic functions associated with the
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construction of Wendell Falls in Wendell, Wake County, North Carolina.
c 6
Specific plans and location information are described below and shown on the attached)
plans. This Public Notice and all attached plans are also available on the Wilmington
District Web Site at
www.saw.usace.army.mil/wetlands n �'
I
Applicant: r
pp . Mercury Development
Attn: Mr. Greg Ferguson
5660 Six Forks Road, Suite 202 J r,-2—
Raleigh, North Carolina 27609 '(� ✓
Agent: Withers and Ravenel
Attn: Mr. Todd Preuninger
111 MacKenan Drive t' 1 fi
Cary, NC 27511
Authority
The Corps will evaluate this application and a decide whether to issue, conditionally
issue, or deny the proposed work pursuant to applicable procedures of Section 404 of the
Clean Water Act.
Location
The proposed site for Wendell Falls is approximately 1,300 -acres of contiguous land
located on the west side of Martin Pond Road (SR 2503), 2,600 feet north of the
intersection of Martin Pond Road and Poole Road (SR 1007) in Wendell, Wake County,
North Carolina (Latitude 35.7694 and Longitude 78.4221). The site contains unnamed
stream channels and adjacent wetlands which drain to Mark's Creek, a tributary in the
Neuse River Basin (Hydrologic Unit Code 03020201).

Existing Site Conditions
The existing site conditions for the proposed development contains approximately 195-
acrs of w�,-tls and 6. miles of stream channels. The wetlands are comprised of
headwater forest wetlands, naturalized beaver impoundments, wetland seeps, and
freshwater marshes. Vegetation within these wetlands is comprised of red maple (Acer
rubrum), tulip poplar (Liriodendron tulipifera), sweetgum (Liquidambar styraciva), tag
alder (Alnus serrulata), netted chain fern (Woodwardia areolata), possum -haw viburnum
(Viburnum nudum), lizard's tail (Saururus cernuus), and greenbriar (Smilax spp.). The
remaining upland areas are comprised of agricultural fields, pastures, and woodlands.
Vegetation within these areas is comprised of loblolly pine (Pinus taeda), tulip poplar,
black cherry (Prunus serotina), sourwood (Oxydendrum arboreum), dog fennel
(Eupatorium capillifolium), and other typical species. The U.S. Army Corps of
Engineers (Corps) has conducted site visits and has field verified the aquatic features
listed above.
Applicant's Stated Purpose
The project is to provide a variety of land uses including residential, commercial, office,
institutional, and park features. This mix of land use represents an attempt to achieve a
balance of community goals and market dynamics for the Wendell area and Eastern
Wake County. Increased transportation demands, within and around the project site,
would be accommodated by a proposed interchange with U.S. 64/264 and construction of
a major thoroughfare.
Project Description
The, proposed development would construct 4,000 residential dwelling units and
approximately 450,000 square feet of retail and office space. Nearly 160 acres of land
along'the Mark's Creek corridor and Lake Myra will be dedicated to Wake County for the
creation of a park.
Originally, the North Carolina Department of Transportation (NCDOT) proposed an
interchange with U.S. 64/264 at mile marker 427 and Knightdale Eagle Rock Road (SR
2501/2502), but has no immediate plans to construct this interchange. Therefore, the
applicant has incorporated this interchange into the project to handle the projected traffic
flows. The ramps, loops and Y -line for the proposed interchange would be confined by
the existing right-of-way that was previously acquired by the NCDOT. The typical
section for the deceleration ramp of the proposed intersection leading from U.S. 64/264 is
a 4 -foot paved shoulder section with a 16 -foot wide lane. The acceleration ramp leading
from SR 2501/2502 shows a curb -and -gutter typical section with a 20 -foot lane and 4 -
foot paved shoulders. The Wendell Falls thoroughfare would leave the interchange and
cross Mark's Creek via a proposed bridge as it enters the property.
2

The proposed thoroughfare would begin at the proposed interchange and terminate at the
intersection of Richardson Road with Wiley Oaks Road, just east of the existing
intersection of SR2502 and Martin Pond Road. Maps, showing each crossing are
available upon request.
The applicant is currently developing a compensatory mitigation package containing
possible. on-site preservation and payment to the North Carolina Ecosystem Enhancement
Program (NCEEP) to mitigate for unavoidable impacts to aquatic resources.
Other Required Authorizations
This notice and all applicable application materials are being forwarded to the appropriate
State agencies for review. The Corps will generally not make a final permit decision
until the North Carolina Division of Water Quality (NCDWQ) issues, denies, or waives
State certification required by Section 401 of the Clean Water Act (PL 92-500). The
receipt of the application and this public notice in the NCDWQ Central Office in Raleigh
serves as application to the NCDWQ for certification. A waiver will be deemed to occur
if the NCDWQ fails to act on this request for certification within sixty days of the date of
the receipt of this notice in the NCDWQ Central Office. Additional information
regarding the Clean Water Act certification may be reviewed at the NCDWQ Central
Office, 401 Oversight and Express Permits Unit, 2321 Crabtree Boulevard, Raleigh,
North Carolina 27604-2260. All persons desiring to make comments regarding the
application for certification under Section 401 of the Clean Water Act should do so in
writing delivered to the North Carolina Division of Water Quality (NCDWQ), 1650 Mail
Service Center, Raleigh, North Carolina 27699-1650 Attention: Ms Cyndi Karoly by
November 5, 2006.
Essential Fish Habitat
This notice initiates the Essential Fish Habitat (EFH) consultation requirements of the
Magnuson -Stevens Fishery Conservation and Management Act. The Corps' initial
determination is that the proposed project will not adversely impact EFH or associated
fisheries managed by the South Atlantic or Mid Atlantic Fishery Management Councils
or the National Marine Fisheries Service.
Cultural Resources
The Corps has consulted the latest published version of the National Register of Historic
Places and is not aware that any registered properties, or properties listed as being
eligible for inclusion therein are located within the project area. However, two areas (the
Richardson Farm and cemetery) that might contain archeological resources are located
near the project site. It has not yet been determined if these areas are within the permit
area for this project; however, the Corps will coordinate with the State Historical
Preservation Office regarding potential effects. Presently, unknown archeological,
scientific, prehistoric, or historical data may be located within the project area and/or
could be affected by the proposed work.

Endangered Species
The Corps has reviewed the project area, examined all information provided by the
applicant and consulted the latest North Carolina Natural Heritage Database. Based on
available information, the Corps has determined pursuant to the Endangered Species Act
of 1973, that the proposed project will have no effect on federally listed endangered or
threatened species or their formally designated critical habitat.
Evaluation
The decision whether to issue a permit will be based on an evaluation of the probable
impacts, including cumulative impacts, of the proposed activity on the public interest.
That decision will reflect the national concern for both protection and utilization of
important resources. The benefit which reasonably may be expected to accrue from the
proposal must be balanced against its reasonably foreseeable detriments. All, factors
which may be relevant to the proposal will be considered including the cumulative effects
thereof, among those are conservation, economics, aesthetics, general environmental
concerns, wetlands, historic properties, fish and wildlife values, flood hazards, flood plain
values (in accordance with Executive Order 11988), land use, navigation, shoreline
erosion and accretion, recreation, water supply and conservation, water quality, energy
needs, safety, food and fiber production, mineral needs, considerations of property
ownership, and, in general, the needs and welfare of the people. For activities involving
the discharge of dredged or fill materials in waters of the United States, the evaluation of
the impact of the activity on the public interest will include application of the
Environmental Protection Agency's 404(b)(1) guidelines.
Commenting Information
The Corps of Engineers is soliciting comments from the public; Federal, State and local
agencies and officials, including any consolidate State Viewpoint or written position of
the Governor; Indian Tribes and other interested parties in order to consider and evaluate
the impacts of this proposed activity. Any comments received will be considered by the
Corps of Engineers to determine whether to issue, modify, condition or deny a permit for
this proposal. To make this decision, comments are used to assess impacts on endangered
species, historic properties, water quality, general environmental effects and the other
public interest factors listed above. Comments are used in the preparation of an
Environmental Assessment (EA) and/or an Environmental Impact Statement (EIS)
pursuant to the National Environmental Policy Act (NEPA). Comments are also used to
determine the need for a public hearing and to determine the overall public interest of the
proposed activity.
In addition, any person may request, in writing, within the comment period specified in
this notice, that an additional public hearing be held to consider the application. Requests
for public hearings shall state, with particularity, the reasons for holding a public hearing.
n

Requests for a public hearing shall be granted, unless the District Engineer determines
that the issues raised are insubstantial or there is otherwise no valid interest to be served
by a hearing.
Written comments pertinent to the proposed work, as outlined above, will be received
by the Corps of Engineers, Wilmington District, until 5pm, November 12, 2006.
Comments should be submitted to Mr. Monte Matthews, Raleigh Regulatory Field
Office, 6508 Falls of Neuse Road, Suite 120, Raleigh, North Carolina, 27615.
5

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iTHERS �� 1���--� �� ,, ,-.J •C�"K � 5aJf, ��, �� �::/L�-7 •
ENGINEERS I PLANNERS i SURVEYORS �f'�..-( E - ''__" �� 1 r f•.`���� f ��,, �, j{ Fi
Y11 MacKenan Drive Cary, North Carolina /l -- c' s {. j + ' ` �� / ✓ -lit �� /f F�
-bone: 919,469.3340 Nnvw-withersravenel-com
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SITE MAP
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SITE 4
(NCDOT SITE 9) S
BEGIN PROJECT t
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SITE
(NCDOT SITE 11) II
1
SITE 2 I
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SITE 6
(NCDOT SITE 8)
SITE 5 f /
(NCDOT SITE 7) `
_._wrc i V IL rr-r-\Ivu !_alte Ivlap.agn U/Zb/LUUb b:6b:UZ t'M
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SITE 3
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END PROJECT
,

US ARMY CORPS OF ENGINEERS
North Carolina DENR- Division of Water Quality
INDIVIDUAL PERMIT APPLICATION
For
Wendell Falls
Wendell, North Carolina
Withers & Ravenel, Inc

oLP - I LorI
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO- 0710-0003
(33 CFR 325) Expires December 31, 2004
The Public burden for this collection of information is sestimated to average 10 hours per response, although the majority of applications should require
5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and
completing and reviewing the collection of information_ Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget,
Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law,
no person shall be subject to any penalty for flailing to comply with a collection of information if it does not display a currently valid OMS control
number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity_
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection , Research and
Sanctuaries Act, 33 USC 1413, Section 103_ Principal Purpose- Information provided on this form will be used in evaluating the application for a
permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies.
Submission of requested information is voluntary_ however, if information is not provided the permit application cannot be evaluated nor can a permit
be issued_
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in full will be returned.
fITEBMS BELOW TO BE FILLED BY APPLICANTI
S. APPLICANT'S NAME
r r cma r r nrrV 4 r V rst
rrrutU tf r ML (4VifYJ
- Withers & Ravenel-Todd Preuninger
1. APPLICATION NO.
2. FIELD OFFICE CODE
3. DATE RECEIVED
4. DATE APPLICATION COMPLETED
fITEBMS BELOW TO BE FILLED BY APPLICANTI
S. APPLICANT'S NAME
8. AUTHORIZED AGENT'S NAME AND TITLE !an aoenr is not reourredl
Mercury Development -Greg Ferguson
- Withers & Ravenel-Todd Preuninger
6. APPLICANT'S ADDRESS
9. AGENT'S ADDRESS
5660 Six Forks Rd. Ste_ 202
117 MacKenan Dr_
Raleigh, NC 27609
Cary, NC 27511
7. APPLICANT'S PHONE NOS. W/AREA CODE
10 AGENT'S PHONE NOS W/AREA CODE
a_ Residence
a. Residence
b. Business 919-861-5299
I
I b. Business 919-469-3340
r
11. STATEMENT OF AUTHORIZATION
I hereby authorize, Please see attachment to act in my behalf as my agent in the processing of this application and to
rumish, upon request, supplemental information in support of this permit application.
APPLICANT'S SIGNATURE DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE rsee 4auucUons:
Wendell Falls
'13. NAME OF WATERBODY. IF KNOWN rt„nnr, hr j 14. PROJECT STREET ADDRESS GlappNcablel
Unnamed tributaries to Mark's Creek
15. LOCATION OF PROJECT
Wake NC
COUNTY STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, tseeinv,u tinnsi
17. DIRECTIONS TO THE SITE
The subject property is located on the west side of Martin Pond Road (SR 2503), 2600 feet
north of the intersection of Martin Pond Rd. and Poole Rd. (SR 1007)
Latitude 35.7694621`N, Longitude 78.4220719`W
NG FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSOLETE. (Proponent: CECW-OR)

18. Nature of Activity This project incorporates a variety of land uses including residential, cormnercial, office, institutional, county pack as well as an
interchange with US 64/264 to better serve access to the development. The proposed impacts consist of 2,191 linear feet of perennial
stream channel and 3.09acres of wetland impacts for roadway crossings & lot fill. An additional 720 linear feet of stream channel and
1-65 acres of wetlands will be temporarily impacted for the installation of a utility line. Following construction of the utility line, the
stream channel will be returned to pre -construction contours. Approximately 5 5 acres (ZI 3.52, Z2: 1.99) of riparian buffer will be
permanently impacted for roadways and greenway trails and 1 97 acres (Z 1: 1.36, Z2: 0.61) of buffer will be temporarily be impacted
for the installation of utility lines.
19. Project Purpose rOesabe the rarson or p.rrrxr. of rhe prorecr, see msrructi I
To achieve a balance of community goals and market dynamics for the growing Wendell and
Eastern Wake County area. The interchange will fulfill transportation demands through
improved accessibility to US 64 by increasing capacity of the existing roadway.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
The proposed impacts are required to construct roads, greenways, lots and an interchange to
US 64 as shown on the attached impact maps_
21. TYpe(s) of Material Beinq Discharged and the Amount of Each Tvoe in Cubic Yards
Construction grade fill will be used on site- Fill from on site grading will be utilized as
much as possible_ Cubic yardage impacts are as follows: 56903.7CY of wetlands will be filled.
22. Surface Area in Acres of Wetlands or Other Waters Filled Isee ,nr.ucGos)
Impacts from fill:3.09ac of wetland fill and .15ac of surface water fill
Total fill: 3.24ac
23. Is Any Portion of the Work Already Complete? Yes 1= No IF YES. DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental list).
Please see attachment.
25. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
AGFNCY TYPF APPRnVAI ` M171MFICATI(Nd NrrMRFR nATF APPI rGn nATC APP0n VCn nnr� nuurn
NC-DWQ
Individual
9-29-06
401 Certificg
and Buffer C
`would
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26. Application is hereby made for a permit or permits to authorize the work described in this application. 1 certify that the information in this
application is complete and accurate. 1 further certify that I possess the authority to undertake the work described herein or am acting as the
duly authorized agent of the applicant.
Qy� d3f
SIGNATURE OF APPLICANT DATE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.

Table of Contents
1. PROJECT INFORMATION.............................................................1
1.1
Project Location..................................................................•.......1
1.2
Existing Site Conditions...........................................................1
1.3
Project Description & Purpose.....................................................2
1:4
Cultural Resources..................................................................3
1.5
Endangered Species.................................................................3
1.6
Project History......................................................................4
1.6a Summary Permit Activities...............................................4
Wetlands...........................................................................14
1.6b Permit Activity Timeline.................................................4
3.6
1.6c USACE Project............................................................5
1.7
Proposed Impacts...................................................................6
2. WETLAND AVOIDANCE & ALTERNATIVES ANALYSIS...................10
2.1 Avoidance and Minimization.....................................................10
2.2 NCDOT Alternative Selection...................................................10
2.3 Comparison Summary (Proposed and CAMPO)..............................11
2.4 Intersection Improvement and Safety..........................................12
2.5 Storm water Management Plan....................................................13
3. PUBLIC INTEREST ISSUES..........................................................13
3.1
Conservation..............................................................•........1
3
3.2
Economics.....................................................•....................1
4
3.3
Aesthetics...........................................................................1
4
3.4
General Environmental Concerns...............................................14
3.5
Wetlands...........................................................................14
3.6
Historic & Cultural Resources...................................................15
3.7
Fish & Wildlife Values...........................................................15
3.8
Flood Hazards.....................................................................15
3.9
Floodplain Value ............................ • ......................................15
3.10
Land Use...........................................................................15
3.11
Navigation..........................................................................1
5
3.12
Shore Erosion & Accretion......................................................15
3.13
Recreation..........................................................................1
6
3.14
Water Supply......................................................................16
3.15
Water Quality......................................................................1
6
3.16
Energy Needs......................................................................16
3.17
Safety...................................................................... • ........16
3.18
Food & Fiber Production.........................................................16
3.19
Mineral Needs.....................................................................1
6
3.20
Consideration of Property Ownership..........................................16
4. MITIGATION............................................................................17

September 28, 2oo6
US Army Corps of Engineers
Attn: Mr. Monte Matthews
65o8 Falls of Neuse Road, Suite 120
Raleigh, North Carolina 27615
Re: Wendell Falls
NC -Division of Water Quality
Attn: Ms. Cyndi Karoly
2321 Crabtree Blvd.
Raleigh, North Carolina 27604
Request for Department of the Army Authorization and 401 Certification
W&R Project Number — 2050261.o1
USACE AID#: 2oo620100
Dear Mr. Matthews and Ms. Karoly,
On behalf of Mercury Development, we are requesting Department of the Army
- authorization for stream and wetland impacts associated with the construction of a
residential/commercial development and an interchange on Highway 264 bypass.
We are also requesting 401 -certification and buffer compliance from the NC-DWQ.
1.1) Project Location
The subject property is located on the west side of Martin Pond Road (SR 2503),
2600 feet north of the intersection of Martin Pond Rd and Poole Rd (SR 1007), in
Wendell, Wake County, North Carolina (Latitude 35.7694621°N, Longitude
78.4220719°W). The tract is approximately +/-130o acres in size and is located in
the Neuse River Basin and contains unnamed tributaries to Mark's Creek. The water
quality classification for these features is C; NSW and the Stream Index #is 27-38.
The Hydrologic Unit Code for this basin is 030202o1.The project boundaries are
indicated on the attached USGS Quadrangle Map and the Wake County Soil Survey.
1.2) Existing Site Conditions
The property is approximately 1,3oo acres in size and contains un -named tributaries
to Mark's Creek. Existing conditions on site consist of agricultural fields, pastures,
and woodlands. Wetlands on site consist of headwater forest wetlands, beaver
impoundments, wetland seeps, and freshwater marshes. The site contains
approximately 195 acres of wetlands and 6.6 miles of stream channel. Vegetation
within the wetland areas consists primarily of red maple (Acerrubrum), tulip poplar
(Liriodendron tulipifera), sweet gum (Liquidambarstyraciflua), tag alder (Alnus
serrulata), netted chain fern (Woodwardia areolata), possum -haw viburnum
(Viburnum nudism), Smilax (Smilax spp.), and Lizard's tail (Saururus cernuus).
Upland vegetation consists of loblolly pine (Pinus taeda), tulip poplar (Liriodendron
tulipifera), black cherry (Prunus serotina), sourwood (Oxydendrum arboreum),
dogwood (Cornus florida), grape vine (Vitis rotundifolia), honeysuckle (Lonicera
japonica), and southern arrowwood (Viburnum dentatum). Within the fallow fields
early successional species such as dog fennel (Eupatorium capillifolium),
broomsedge (Andropogonsp.), and black berry (Rubussp.) were also observed.

Based on the Wake County Soil Survey, soils across the site consist primarily of
Appling sandy loam and Louisburg loamy sand within the upland areas. Wehadkee-
Bibbs and Worsham sandy loam soils are typically found in the wetland areas and
along the riparian corridor.
1.3) Project Description and Purpose
Wendell Falls Planned Unit Development proposes a variety of land uses including
residential, commercial, office, institutional and a county park. The assemblage of
land involved in this project will ultimately be annexed into the Town of Wendell.
The North Carolina Department of Transportation has proposed an interchange with
U.S. 64/264 bypass to serve this area of Wake County and ultimately Wendell Falls
as proposed. NCDOT has no immediate plans to construct this interchange therefore
Wendell Falls Development has taken the initiative to work with DOT to construct this
interchange in order to better serve the access to this development.
Upon completion, Wendell Falls will locate 4,00o residential dwelling units and
approximately 450, 000 square feet of retail and office space. 16o acres of land
along the Marks Creek corridor and Lake Myra will also be dedicated to Wake County
for the -creation of a park. The mix of land uses in Wendell Falls represents an
attempt to achieve a balance of community goals and market dynamics for the
growing Wendell area as well as Eastern Wake County. Wendell Falls will strive to
minimize stream impacts while also providing proper circulation ultimately preferred
by planning officials from the Town of Wendell. A well-designed circulation plan for a
site of this size is a main factor in justifying impacts to any waters of the U.S. These
impacts will be presented in more detail throughout the remainder of this document.
This project is privately funded by the development company and its investors and
while benefiting these private groups, will also benefit the Town of Wendell and
Eastern Wake County by providing new opportunities for residential and commercial
uses. Construction of the proposed interchange with U.S. 64/264 bypass creates a
major thoroughfare that will pass through Wendell Falls to points east of the site.
With a project of this size, vehicular circulation is crucial in providing a hierarchy of
routes between all site uses. With the proposal of other vehicular routes (other than
the thoroughfare), impacts must be addressed to provide the proper circulation
throughout the development.
The intersection and bridge project consists of a grade -separated interchange with
SR -2501/2502, (Knightdale Eagle Rock Road) and US 64/264. The ramps, loops and
Vine for the proposed interchange will be confined by the existing right-of-way that
was previously acquired by the state of North Carolina. The typical section for the
deceleration ramp of the proposed intersection leading from US 64/264 is a 000t
paved shoulder section with a 16 -ft wide lane. The acceleration ramp leading from
SR 25o1/SR 2502 has a curb -and -gutter typical section with a 20 -foot lane and 000t
paved shoulders. The urban arterial leading from the US 64/264 intersection to the
intersection of Martin Pond Road and Richardson Road will consist of four, 12 -ft
lanes with 000t paved shoulders. The approaches to the proposed bridge will be a
2

curb -and -gutter section with a 20 -ft raised median. All other sections will have
shoulders with a 4o -ft raised median.
The purpose of the proposed interchange is to fulfill transportation demand through
improved accessibility to the US 64 Bypass and by increasing the capacity of the
existing roadway system. Increasing capacity conforms to the Wake County
Transportation Plan, and is needed to accommodate community growth and its
related traffic increases. Currently, Wendell Boulevard serves as the only entrance
into Wendell off of US 64. Traffic volumes in 2030 on this facility are projected to be
double of current traffic volumes. In addition to providing needed capacity, the
proposed project is expected to alleviate existing traffic volumes on Wendell
Boulevard.
A secondary purpose of the proposed project is to correct existing roadway
deficiencies at the intersection of Richardson Road and Martin Pond Road. The
existing intersection of Richardson Road and Martin Pond Road does not meet
NCDOT design standards due to limited sight distance in either direction on Martin
Pond Road.
The proposed project's western terminus is at the interchange leading to and from
the existing US 64 Bypass at mile marker 427. The project will terminate at the
intersection of Richardson Road with Wiley Oaks Road, just east of the existing
intersection of SR 2502 and Martin Pond Road.
1.4) Cultural Resources
On May 5, 2006, Withers & Ravenel utilized the resources provided by the North
Carolina State Historic Preservation Office to research and identify any historic
structures potentially located within the Wendell Falls project boundaries. Withers &
Ravenel found no structures listed on the National Register located within the project
boundaries (see attached maps). However, two features, 1995 (Richardson Farm)
and 1996 (Mattox Farm), were located within or adjacent to the project boundaries
but are not currently proposed for the historic structures "study list" (SQ. We have
also attached a letter from the State Historic Preservation Office stating that no
known recorded archeological sites are located within the project boundaries.
However, because a systematic survey has not been conducted, archeological
surveys may be required, depending on the permit areas.
1.5) Endangered Species
On May 5, 2oo6 Withers & Ravenel reviewed the Knightdale and Clayton
Quadrangles to determine whether any known recorded federally listed species were
located within the project boundaries. No known populations of federally listed
species have been recorded within 0.5 miles of the proposed development.

1.6) Project History — Wendell Falls
Wetlands were delineated by Withers & Ravenel in the Fall of 2oo5 and the Spring of
2oo6. Site meetings were conducted with the USACE on August 8, 2oo6 (AID#:
2oo620100). The NC-DWQ conducted site meetings on 10/14/05,11/17/05, 2/1/o6,
5/4/o6, and 9/2o/o6 to confirm our riparian buffer determinations (DWQ Project #:
05-270, 05-27oB, o6-122). Copies of the buffer letters are included with the
attachments. In addition, on July 10, 2oo6, a pre -application meeting was held with
NC-DWQ and the USACE to review the proposed site plan (USACE AID#: 2oo620100).
The site plans have been revised slightly as per suggestions by both agencies.
1.6a) Summary of Permit Activity - Hij4hway 264 Bypass
The US 64 Bypass project is located in eastern Wake County (Division 5). The project
is broken into 3 -parts; Part BB, Part C and Part CC (see Appendix . The construction
limits for each part are provided below:
r R-2547 Part BB -New Hope Road to east of SR 26o1, includes
Interchange at Hodge Road;
R-2547 Part C -East of SR 26o1 to west of SR 2501, includes SR 2233
and SR 2502/2501 Interchange; and -
R-2547 Part CC -SR 2502 to US 64, includes US 64 interchange.
1.6b) Permit Activity Timeline:
July 1995 Draft Environmental Impact Statement was published. The
Preferred alternative included the interchange at Eagle Rock Road.
(Appendix B -See Figure 1)
September 1995 Public Hearing was held September 26, 1995.
May 1998 Final Environmental Impact Statement was published in May 1998
(See Appendix -C -Final Environmental Impact Statement). Direct
impacts to wetlands were anticipated to be 25.91 acres. According
to the FEIS (page 31, 2°d paragraph) NCDOT determined that the
preferred alternative was the least environmentally damaging
practicable alternative and the COE concurred with the corridor
selection.
October 1998 Record of Decision issued.
September 2001 A Pre-RFQ Design -Build meeting was held on- September 28,
2001. According to the meeting notes, "NCDOT has already designed
approximately 80% of the project. On the NCDOT plans, there are
interchanges designed for Hodge Road, the future East Wake
Expressway, Smithfield Road, future Eagle Rock Road and Taylor
Road relocation, and at US 64 Business and Rolesville Road."
4

The bridge for the future interchange at relocated Eagle Rock Road
and Taylor Road is not included in the structure design work that
was under design contract.
March 2002 The Indirect and Cumulative Impact Study Nutrient Analysis for
the US 64 Bypass was completed. As requested by the North
Carolina Division of Water Quality, this analysis was completed
using the nutrient Export Coefficient Method. The study boundary
incorporates 7535 hectares (29 square miles) of developed and
undeveloped land. The study boundary is bounded to the west by
the Raleigh Beltline, to the north by existing US -64, to the south
by Poole Road and to the east by Martin Pond Road (SR 2503) and
Eagle Rock Road (SR 1003). The study assumes that the Bypass
would be a limited -access roadway and include seven interchanges
including Hodge Road (SR 2516), Smithfield Road (SR 2233), and
Knightdale Road (SR 2501), serving the City of Raleigh, Town of
Knightdale and the Town of Wendell.
April 2002 NC Department of Environment and Natural Resources, Division
of Water Quality (DWQ) issued Certification No. 3377 to the
North Carolina Department of Transportation (NCDOT) on April
10, 2002. Sites 9 and 11 were included in the certification as
indicated in the Impact Summary of the application (See Appendix
C-DWQ letter and design sheets).
US Army Corps of Engineers (USACE) issues and Individual
Permit; Action ID 200220819: TIP No. R-2547.
1.6c) US ACE Project: 8.1402202 (R -2547C, Includes SR 2233 and SR 2502
Interchange, See Project Breakdown Map)
Site 9 and 11 Impact Summary (REV. 3/22/2002)
5
Site No. 9
Site No. 11
Station (From/To)
140/143-L-
17/18+40-Y10
Structure Size
1650 Reinforced Concrete
Pipe (RCP)
I @ 24m, 2 @ 17m Bridge
Fill in Wetlands (ha)
0.456
0.253
Excavation In Wetlands (ha)
0.003
Mechanized Clearing
(Method III) (ha)
0.026
0.059
Fill in SW (Natural) (ha)
0.019
Existing Channel Impacted
(m)
310
Relocated Channel (m)
56
Enclosed Channel (m)
234
Buffer Impact -Zone I (ha)
0.575
0.022
Buffer Impact -Zone 2 (ha)
0.368
0.039
5

July 2002 On July 11, 2006 NCDOT makes payment totaling $4,283,974 to
the Wetlands Trust Fund regarding TIP R-2547 and R-2641; 404
Permit No. 00220819 and DWQ Project No. 011689. The
compensatory mitigation was for 6,254 linear feet of stream
impacts and 3,648,150 square feet of buffer associated with the
project.
October 2003 On October 15, 2003 the NCDOT informed the Corps that it had
violated its Individual Permit 200220819 and DWQ Certification
No. 3377 401 by doing unauthorized mechanized clearing and fill
of piedmont bottomland and alluvial forest wetlands for
construction access causeways at both Poplar Creek and Marks
Creek. Impacts at Popular Creek totaled 0.03 acres; impacts at
Marks Creek totaled 0.71 acres.
1.7) Proposed Impacts
The proposed impacts consist of 2,191 linear feet of perennial stream channel and
3.o9 acres of wetland impacts for roadway crossings and lot fill. An additional 720
linear feet of stream channel and 1.65 acres of wetlands will be temporarily impacted
for the installation of a utility line. Following construction of the utility line, the
stream channel will be returned to pre -construction contours.
Approximately 5.51 acres (Z1:3.52, Z2: 1.99) of riparian buffer will be permanently
impacted for roadways and greenway trails and 1.97 acres (Z1: 1.36, Z2: o.61) of
buffer will be temporarily be impacted for the installation of utility lines.
Impacts are summarized in the table below. The impacts for the proposed
interchange and the subdivision are presented in separate tables and figures as per
discussions with the USACE and the NC-DWQ. Additionally, although we are using
arch culverts at two of the crossings and do not anticipate any stream impacts at
these locations, for the time being they called out as impacts in the table below.
PERMANENT IMPACTS - Wendell Falls Subdivision
Roadway:
IMPACT
ZONE 1:
ZONE 2:
STREAM:
WETLANDS:
#
S.F_
AC.
S.F.
AC.
L.F.
S.F.
AC.
S.F.
AC.
FILL CY
R1
9,458
0.22
2,648
0.06
133
266
0.006
R2
10,160
0.23
7,196
0.17
160
640
0.015
37,220
0.85
2,757
R3
9,400
0.22
2,483
0.06
138
839
0.019
15,485
0.36
1,147
R4
10,046
0.23
2,918
0.07
140
280
0.006
R5
7,808
0.18
5,207
0.12
130
520
0.012
2,674
0.06
198
R6
8,192
0.19
5,477
0.13
137
411
0.009
8,545
0.20
633
R7
0
0.00
675
0.02
0
0
0.000
4,929
0.11
365
R8
11,418
0.26
6,069
0.14
175
700
0.016
R9
2,012
0.05
2,917
0.07
TOTAL
68,494
1.57
35,590
0.82
1,013
3,656
0.084
68,853`
1.58
5,100
2

Greenway:
IMPACT
ZONE 1:
ZONE 2:
STREAM:
STREAM:
WETLANDS:
#
S.F.
AC.
S.F.
AC.
L.F.
S.F.
AC.
S.F.
AC.
FILL CY
G1
807
0.019
414
0.010
8
16
0.000
9,518 0.22
3,391
0.08
G2
671
0.015
447
0.010
8
16
0.000
965
0.02
71-
1 -G3
G3
2,440
0.056
344
0.008
8
16
0.000
1,944
0.04
144
G4
704
0.016
384
0.009
10
20
0.000
2,944
0.07
218
G5
704
0.016
392
0.009
9
18
0.000
496
0.01
37
G6
896
0.021
320
0.007
14
123
0.003
1,400
0.03
104
G7
520
0.012
336
0.008
8
16
0.000
952
0.02
71
G8
385
0.009
225
0.005
6
44
0.001
728
0.02
54
G9
896
0.021
216
0.005
0
0.03
33
66
0.002
G10
1,495
0.034
313
0.007
0
20
220
0.005
768
0.02
TOTAL
9,518
0.219
3,391
0.078
71
269
0.006
9,429
0.22
698
Total Permanent Impacts:
IMPACT
ZONE 1:
ZONE 2:
STREAM:
STREAM:
WETLANDS:
TYPE
S.F. AC.
S.F.
AC.
L.F.
S.F.
AC_
S.F. AC.
FILL CY
ROADWAY
68,494 1.57
35,590
0.82
1,013
3,656
0.084
68,853 1.58
5,100
GREENWAY
9,518 0.22
3,391
0.08
71
269
0.006
9,429 0.22
698
TOTAL
78,012 1.79
38,981
1 0.89
1,084
3,925
0.090
1 78,282 1.80
5,799
TEMPORARY IMPACTS - Wendell Falls Subdivision
Sewer:
IMPACT
ZONE 1:
ZONE 2:
STREAM:
WETLANDS:
#
S.F.
AC.
S.F.
AC.
L.F.
S.F.
AC.
S.F.
AC.
S1
1,113
0.03
584
0.01
22
44
0.001
S2
4,555
0.10
2,523
0.06
75
150
0.003
6,088
0.14
S3
14,420
0.33
2,701
0.06
55
220
0.005
11,640
0.27
S4
4,136
0.09
899
0.02
68
136
0.003
18,523
0.43
S5
3,670
0.08
2,824
0.06
55
110
0.003
3,609
0.08
S6
5,412
0.12
2,235
0.05
61
349
0.008
13,403
0.31
S7
2,093
0.05
1,313
0.03
33
66
0.002
2,139
0.05
S8
1,136
0.03
678
0.02
17
125
0.003
2,726
0.06
S9
2,030
0.05
1,237
0.03
39
78
0.002
S10
2,259
0.05
1,252
0.03
33
66
0.002
S11
1,475
0.03
962
0.02
20
220
0.005
768
0.02
S12
1,327
0.03
812
0.02
20
116
0.003
S13
3,801
0.09
2,415
0.06
63
126
0.003
S14
1,961
0.05
871
0.02
31
62
0.001
S15
2,507
0.06
1,491
0.03
35
70
0.002
FM1
3,708
0.09
2,474
0.06
62
124
0.003
12,458
0.29
TOTAL
55,603
1.28
25,271
0.58
689
2,062
0.047
71,354
1.64

Water Line:
IMPACT
ZONE 1:
ZONE 2:
STREAM:
WETLANDS: —
#
S.F. AC.
S.F. AC_
L -F_ S.F. AC.
S.F. AC.
W1
3,486 0.08
1,472 0.03
31 1,091 0.025
487 0.011
W2
SEWER
55,603
1.28
38 0.001
TOTAL
3,486 0.08
1,472 0.03
31 1,091 0.025
525 0.012
Total Temporary Impacts:
IMPACT
ZONE 1:
ZONE 2:
STREAM:
WETLANDS:
TYPE
S.F.
AC.
S.F. AC.
L.F.
S.F.
AC.
S.F.
AC.
SEWER
55,603
1.28
25,271 0.58
689
2,062
0.047
71,354
1.64
WATER
3,486
0.08
1,472 0.03
31
1,091
0.025
525
0.01
TOTAL
59,089
1.36
26,743 0.61
720
3,153
0.072
71,879
1.65

' Indicates impacts identified in the original NCD07 permit for Sites 8,7,9 8 11 of the US 64 project from the East Wake Expressway to SR 2502 (project, 8.1402202 (R -2549C)),

2.1) Avoidance and Minimization
Prior to site plan development, the applicant requested that a detailed wetland
delineation be conducted so that impacts to wetlands and `waters' could be
minimized. Impacts were minimized by the use of bottomless culverts along
Wendell Parkway and by steeper fill slopes or headwalls on the secondary roads.
Additionally, of the 195 acres of wetlands and over 6.5 miles of stream channel
within the project boundaries, the applicant only proposes to impact 1.4 acres of
wetlands and 1,024 feet of stream channel. The remaining wetlands and stream
channels will be preserved in perpetuity.
As part of the NEPA process for the Highway 264 bypass, a number of alternatives
were examined in order to determine which alignment would be the least damaging
to the environment. The decision making process is described below and at your
request we can provide the environmental impact statement that was written for this
project.
2.2) NCDOT Alternative Selection:
Based on the NEPA review process and comments received from federal and state
agencies, NCDOT chose Alternative S3-13 as the preferred alternative (See Appendix B)
the US 64 Bypass and Eastern Wake Expressway. The reasons stated in the
FHWA/NCDOT Final Environmental Impact Statement (FEIS) dated May 4, 1998,
include the following:
Traffic: The proposed US Bypass would provide the most direct east -west connection of
all alternative under consideration, saving 0.2 miles.
Thoroughfare Plan/Land Use Planning_ The preferred alternative follows the conceptual
location shown on the CAMPO, Knightdale and Wake County Thoroughfare Plans.
Alternative S3 conforms best with locally adopted land use plans.
Cultural Resources: Alternative S3 would not adversely affect any historic structures.
Wetlands: While Alternative S3 would affect wetlands, the alignment at Marks Creek
avoids the highest quality wetlands and takes almost all low quality wetlands.
Local Government Input: Both the Town of Knightdale and Wake County has expressed
preference for S# -B. The City of Raleigh has not expressed a preference.
Agency Input: The Corp of Engineers, NC Wildlife Resource Commission and Division
of Environmental Management support the S3 -B due to the fact that the S3 corridor
eliminates impact to some very high quality wetlands (rated 100 by DEM) and shifted the
impact to much lower quality wetlands (rated 29 by DEM).
10

Community Facilities: The S3 alternative will improve traffic service for police and fire
protection emergency vehicle access and school transportation. No school property will
be taken by any alternative.
Hazardous Material Sites: The S3 alternative affects the lowest number of potential sites.
Floodplains: Alternative S3 has the least amount of floodplain impact.
Economic Development: The US 64 Bypass and Eastern Wake Expressway would have
positive local economic impact by increasing access, providing a direct route of through
and local traffic, by relieving congestion on existing streets, and by accommodating
growth in eastern Wake County and in eastern North Carolina.
The FEIS Summary of comparison of alternatives for the US 64 Bypass is provided in
Appendix.
2.3) Comparison Summary of Proposed Alip_nment and CAMPO Plan Alignment
The proposed Wendell Falls Parkway is located north of the CAMPO LRTP alignment
and closer to existing developed areas (See Appendix D). The LRTP alignment and its
more southern approach would encroach on existing wetlands and open up more spaces
to development and decrease overall open space in Wake County; it should be noted that
Wendell Falls Parkway would be built in addition to the LRTP alignment to serve the
development. The Wendell Falls Parkway and accompanying thoroughfare plan would
preserve the existing characteristics of land use in the surrounding areas.
The Wake County Transportation Plan specifies to "create a plan that accommodates
community growth and its related traffic increases," and also to "relieve existing
congestion on key roadways." Wendell Falls Parkway will provide access to existing as
well as the planned development in the area which could include up to 4,000 new homes,
schools, medical facilities and commercial areas. It would also provide a secondary
entrance and gateway into Wendell. Wendell Boulevard, which serves as the oniy
entrance into Wendell off of US 64, has traffic volumes in 2030 that are projected to be
double of current volumes. Wendell Falls Parkway would alleviate and provide capacity
for the expected community growth and related traffic increases.
The Wake County Transportation Plan provides guideline for maintaining and improving
roadway safety. The intersection of Martin Pond Road and Richardson Road currently
has inadequate sight distance. Intersection improvements are proposed as part of Wendell
Falls Parkway. Sight distance and dedicated turn areas are slated to improve intersection
safety at the intersection of Martin Pond Road and Richardson Road thereby fulfilling
part of the Wake County Transportation Plan.
An important goal of the Wake County Transportation Plan is to "minimize
environmental impacts." The proposed Wendell Falls Parkway and thoroughfare plan
have less stream impacts and avoid more pockets of wetlands than the CAMPO LRTP
alignment. Another key factor to reducing environmental impacts is the fact that the
Wendell Falls Parkway and accompanying thoroughfare plan provide connectivity using
II

existing roadway alignments. The plan makes use of existing stream crossings, existing
roadway footprints, and existing infrastructure whereas the CAMPO LRTP alignment
uses new construction and thereby has much greater environmental impacts. The
Wendell Falls Parkway and accompanying thoroughfare plan follows the Wake County
Transportation Plan in regards to minimizing environmental impacts.
2.4) Intersection Improvements/Safety
The existing intersection of Richardson Road and Martin Pond Road does not meet
NCDOT design standards. Due to these deficiencies the safety of this intersection is
questionable. A motorist turning left or right onto Martin Pond Road from Richardson
Road has limited sight distance in either direction due to the low profile of Martin Pond
Road. The grade of Martin Pond Road sits in a cut with high ditch banks (See drawing
below). These high ditch banks impair a motorist's ability to see oncoming traffic,
especially from a driver on Richardson Road looking to the south. This impaired sight
distance has dangerous ramifications; a driver may in turn pull out in front of an
oncoming vehicle.
Existing Intersection Significant improvements are needed at the intersection of Martin Pond Road
and Richardson Road to improve public safety. Included in the proposed Wendell Falls Parkway
project are significant improvements to this intersection. The roadway profile grade of Martin Pond
Road would be lifted up in the vicinity of the intersection, and the southern roadway ditch graded
back to increase sight distance along with other improvements. In the drawing below the proposed
geometric improvements are detailed. Included in the improvements are added dedicated turn bays,
improved intersection turning radii, and dedicated sight triangles. The proposed improvements
would greatly increase motorist safety in the intersection; it is important to note that Martin Pond
Road is not scheduled to receive any improvements by the year 2030.
12

Proposed Intersection
2.5) Stormwater Management Plan
The first phase of this project will contain less than 30% impervious; therefore, we
do not believe that a stormwater management plan will be required by the NC-DWQ.
The applicant will utilize level spreaders in order to provide diffuse flow into the
riparian buffers. The proposed impervious surface for future phases has not been
quantified. If the impervious surface exceeds 30%, the applicant will provide a
detailed stormwater management that meets the NC-DWQ requirements for sites
located within a Nutrient Sensitive Watershed. Specifically, the applicant will utilize
constructed wetlands in order to protect downstream water quality. The stormwater
plans for the future phases have not been finalized, however; based on the drainage
area, adequate space has been reserved for future BMP locations. We are requesting
that the NC-DWQ issue the 401- approval with a condition that work will not begin on
future phases until the stormwater management plans for these phases have been
reviewed and approved by the NC-DWQ.
Public Interest Items
The USACE must also address a number of factors related to Public Interest. These
items are discussed below.
3.1)Conservation:
A detailed wetland delineation was conducted prior to site plan development in
order to minimize impacts to jurisdictional areas to the maximum extent possible.
13

The site contains approximately 195 acres of forested wetlands and beaver
impoundments and over 6.5 miles of streams and riparian buffers. With the
exception of the proposed impact areas, a 5o -foot riparian buffer will be retained
along all jurisdictional stream channels and the remaining wetlands (approximately
193 acres) will be preserved in perpetuity. We believe that the preservation of the
wetlands/beaver impoundments and the riparian buffers will provide a refugia for
the wildlife that may be displaced during the development of this tract.
3.2)Economics:
The applicant would be the primary beneficiary, with the capacity to develop and
offer real estate opportunities to a wide variety of citizens and entrepreneurs. This
project will greatly benefit the local economy by providing jobs and services not
currently located in this area. Local, state and federal tax revenues will also be
increased due to the project.
3.3) Aesthetics
Wendell Falls is not expected to diminish the aesthetic value of the surrounding
area. As mentioned earlier in this document, 16o acres of park land is being
preserved along the Marks Creek corridor and Lake Myra. All high intensity uses are
proposed in close proximity to the bypass with the lower intensity uses transitioning
throughout the remainder of the site. All land use buffers required by the Town of
Wendell shall be provided between on-site land uses as well as adjacent off-site
land uses.
3.4) General Environmental Concerns — Erosion and Sedimentation
During construction, the applicant will utilize sediment basins to protect
downstream water quality. If the impervious surface exceeds 30%, the applicant will
provide a detailed stormwater management that meets the NC-DWQ requirements for
sites located within a Nutrient Sensitive Watershed. Specifically, the applicant will
utilize constructed wetlands in order to protect downstream water quality. In areas
where the percent impervious is less than 3o%, the applicant will provide level
spreaders to ensure that stormwater enters the buffers in a non-erosive manner.
3-5) Wetlands
Prior to site plan development, the applicant requested that a detailed wetland
delineation be conducted so that impacts to wetlands and `waters' could be
minimized. Mr. Monte Matthews of the USACE, reviewed the delineation and agreed
with our wetland boundaries (USACE 2oo620100). The NC-DWQ conducted site
meetings on 10/14/05,11/17/05, 2/1/o6, and 5/4/o6 to confirm our riparian buffer
determinations (DWQ Project #: 05-270, 05-27oB, o6-122). Copies of the buffer
letters are included with the attachments. As mentioned above, approximately 195
acres of wetlands and 6.5 miles of stream channel are present within the project
limits.
14

3.6) Historic and Cultural Resources
On May 5, 2oo6, Withers & Ravenel utilized the resources provided by the North
Carolina State Historic Preservation Office to research and identify any historic
structures potentially located within the Wendell Falls project boundaries. Withers &
Ravenel found no structures listed on the National Register located within the project
boundaries (see attached maps). However, two features, 1995 (Richardson Farm)
and 1996 (Mattox Farm), were located within or adjacent to the project boundaries
but are not currently proposed for the historic structures "study list" (SL). We have
also attached a letter from the State Historic Preservation Office stating that no
known recorded archeological sites are located within the project boundaries.
However, because a systematic survey has not been conducted, archeological
surveys may be required, depending on the permit areas.
3.7) Fish and Wildlife Values
On May 5, 2oo6 Withers & Ravenel reviewed the Knightdale and Clayton
Quadrangles to determine whether any known recorded federally listed species were
located within the project boundaries. No known populations of federally listed
- species have been recorded within 0.5 miles of the proposed development (see
attached map). The project is not expected to have any adverse effect on federally
listed species.
3.8) Flood Hazards
Not Applicable
3-9) Floodplain Value
Most of the western portion of the site is located within the floodplain. A 5o -foot
riparian buffer will be maintained adjacent to the stream channels, which should
reduce the amount of sediment entering the floodplain due to stormwater run-off.
No structures will be placed in the floodplain; therefore we do not anticipate any
hazards to structures due to flooding. Moreover, a 16o -acre park is proposed along
the Mark's Creek corridor in order to preserve this area. The increased run-off from
the site may increase the floodplain elevation downstream from the site.
3.1o) Land Use
Land use in the surrounding area is generally rural and includes a mixture of
residential homes and agricultural fields. The project will comply with local zoning
ordinances. The site was chosen based on the need for additional housing in this
area.
3.11) Navigation
Not applicable
3.12) Shore Erosion and accretion
Not applicable
15

3.13) Recreation
There are currently no recreational or scenic areas within the project boundaries.
Lake Myra, located near the southwest property corner may serve as a recreational
area for the local residents (i.e. fishing/bird watching), however, during construction
the applicant will provide the appropriate erosion controls to minimize the risk of
sediment entering the Lake or its tributaries.
3.14) Water Supply
At present, the water in this area is supplied by the Town of Wendell. A merger
between place the City of Raleigh and the Town of Wendell is expected to take place
in early October, following the merger, the water will provided by Raleigh. The
increase in impervious area may is not expected to significantly affect ground water
recharge, because the stormwater outfalls will be placed outside of the 5o -foot
riparian buffer and a approximately 193 acres of wetlands and stream channels will
be preserved.
3.15) Water Quality
No major impacts to water quality are expected as a result of this project; however,
turbidity may increase slightly during construction. The applicant will employ
erosion control measures during construction. Additionally, the applicant will be
required to meet the NC-DWQ 401 Certification requirements. Measures to protect
water quality will include level spreaders at stormwater outlets, bio -retention, and
stormwater wetlands.
3.16) Energy Needs
Not applicable
3.17) Safety
During construction the contractors will follow OSHA guidelines in order to protect
the workers on-site. When completed, the entrances to the subdivision will meet the
standards of the NC -DOT.
3.18) Food and Fiber Production
Not applicable
3.19) Mineral Needs
Not applicable
3.20) Considerations of Property Ownership
Not applicable — A list of the adjacent property owners is included with the
attachments.
16

4) Mitigation
Because impacts to perennial channels exceed 150 linear feet and wetlands impacts
are greater than o.1 acres, the applicant proposes payment to the NC-EEP and/or
preservation to satisfy mitigation requirements. As stated above, the proposed
interchange was previously permitted and mitigation was paid for these impacts,
however we have included these impacts in our mitigation request and may amend
the mitigation amounts pending additional discussions with the USACE and/or NC-
DWQ.
Please feet free to call if you have questions or require additional information.
Sincerely,
WITHERS & RAVENEL, INC.
Todd Preuninger
Attachments —
1) USGS Quadrangle Map
2) Wake County Soil Survey Map
3) Agent Authorization
4) Impact Maps
5) List of Adjacent Property Owners
6) DWQ Buffer Letter
7) SHPO Letter
8) In -lieu fee request form
17

WENDELL FALLS
IMPACT TABLES
WATER LINE
SEWER
IMPACTS
IMPACT#
ZONE 1:
S.F. -AC.
ZONE 2:
S.F. AC.
IMPACT#
ZONE 1.
S.F. AC.
ZONE 2:
S.F. AC.
L.F.
STREAM:
S.F.
AC.
WETLANDS-
S.F. AC.
S 1
1,113
0.03
584
0.01
22
44
0.001
31 1,091 0.025 1
525 0.012
S2
4,555
0.10
2,523
0.06
75
150
0.003
6,088
0.14
S3
14,420
0.33
2,701
0.06
55
220
0.005
11,640
0.27
S4
4,136
0.09
899
0.02
68
136
0.003
18,523
0.43
S5
3,670
0.08
2,824
0.06
55
110
0.003
3,609
0.08
S6
5,412
0.12
2,235
0.05
61
349
0.008
13,403
0.31
S7
2,093
0.05
1,313
0.03
33
66
0.002
2,139
- 0.05
S8
1,136
0.03
678
0.02
17
125
0.003
2,726
0.06
S9
2,030
0.05
1,237
0.03
39
78
0.002
S 10
2,259
0.05
1,252
0.03
33
66
0.002
S 11
1,475
0.03
962
0.02
20
220
0.005
768
0.02
S12
1,327
0.03
812
0.02
20
116
0.003
S13
3,801
0.09
2,415
0.06
63
126
0.003
S14
1,961
0.05
871
0.02
31
62
0.001
S15
2,507
0.06
1,491
0.03
35
70
0.002
FM1
3,708
0.09
2,474
0.06
62
124
0.003
12,458
0.29
TOTAL
55,603
1.28
25,271
0.58
689
2,062
0.047
71,354 1
1.64
WENDELL FALLS
IMPACT TABLES
WATER LINE
IMPACTS
IMPACTS
IMPACT#
ZONE 1:
S.F. -AC.
ZONE 2:
S.F. AC.
STREAM-
L.F. S.F. AC.
WETLANDS:
S.F. AC.
W 1
3,486 0.08
1,472 0.03
31 1,091 0.025
487 0.011
W2
S.F.
AC.
- S.F. AC.
38 0.001
TOTAL
3,486 1 0.08
1 1,472 0.03
31 1,091 0.025 1
525 0.012
WENDELL FALLS
IMPACT TABLES
WITHERS &- RAVENEL
TEMPORARY
IMPACTS
ENGINEERS 1 PLANNERS 1 SURVEYORS
WEN DELL WAKE COUNTY NORTH CAROLINA
IMPACT
ZONE 1:
ZONE 2:
STREAM:
WETLANDS:
TYPE
S.F.
AC.
- S.F. AC.
L.F.
S.F.
AC.
S.F.
AC.
SEWER
55,603
1.28
25,271 0.58
689
2,062
0.047
71,354
1.64
WATER
3,486
0.08
1,472 0.03
31
1,091
0.025
525
0.01
TOTAL
59,089
1.36
26,743 0.61
720
3,153
0.072
71,879
1.65
WENDELL FALLS
IMPACT TABLES
WITHERS &- RAVENEL
TEMPORARY IMPACTS
ENGINEERS 1 PLANNERS 1 SURVEYORS
WEN DELL WAKE COUNTY NORTH CAROLINA

II J ` LF -
11:1:1
AREA — 839 SF (0.02 AC)
WETLANDS — — 15,485 SF (0.36 AC)
WENDELL FALLS
0
i
y
GRAPHIC SCALE
100 0 50 100 200
a
1 inch = 100 ft.
STREAM IMPACTS WITHERS & RAVENEL
R3 ENGINEERS 1 PLANNERS f SURVEYORS
HmM1 CaW:u 2-1 1 0 -� wa..

193
WENDELL FALLS
STREAM IMPACTS
R4
GRAPHIC SCALE
100 0 50 100 200 !
7 inch = 100 ft.
WITHERS & RAVENEL
ENGINEERS 1 PLANNERS 1 SURVEYORS

4
13
El
13
#11
WENDELL FALLS STREAM IMPACTS WITHERS & RAVENEL
R5 ENGINEERS 1 PLANNERS 1 SURVEYORS
WENDELL WAKE NORTH CAROLINAnn„oa.� nmm o�ou,.:n�� ia:sn�sexs�aa u,: sis�u�aaoa .«�...;+..,�+��

i
— 8,192 SF (0.19 AC)
— 5,477 SF (0.13 AC)
GRAPHIC SCALE
137
100 0 50 100 200
411 SF (0.009 AC)
— 8,545 SF (0.20 AC) 1 inch = 100 ft.
WENDELL FALLS STREAM IMPACTS WITHERS &' RAVENEL
R6 ENGINEERS 1 PLANNERS 1 SURVEYORS
WENDELL WAKE NORTH CAROLINA .,�,,, o,�K re.n,c�r,�vsi, ki: s,x�ss3s�a w,s,s�weooe .,,....,._

U « l
lel
LEGEND
ZONE 1 — — 0 SF (0 AC)
ZONE 2 — ® — 675 SF (0.02 AC)
STREAM:
LF — 6 „ GRAPHIC SCALE
loo 0 50 100 200
AREA — 0 SF (0 AC)
WETLANDS — — 4,929 SF (0.1 1 AC) 1 inch = 100 ft.
WENDELL FALLS STREAM IMPACTS WITHERS & R"E:NEL
R7 ENGINEERS I PLANNERS 1 SURVEYORS
WENDELL WAKE NORTH CAROLINA m;�.c e«nu cxa�, znii .esisuxu�o i..:s-
..w..ud.�

vvv as >ings.awy— >epac
I
i
LEGEND
ZONE 1 — — 11,418 SF (0.26 AC)
Z ONE 2 — ® — 6.069 SF (0.14 AC)
STREAM: GRAPHIC SCALE
LF 175 goo o 50 100 200
AREA — 700 SF (0.016 AC)
1 inch = 100 ft.
WENDELL FALLS STREAM IMPACTS WITHERS &— RAVENEL
R8 ENGINEERS 1 PLANNERS 1 SURVEYORS
CARO
WENDELL WAKE NORTH LINA >>iw ,., wi.< None u.dw nsii .:sins l— r.:s1suumoe

A
f
LEGEND
ZONE 1 — — 2,012 SF (0.05 AC)
ZONE 2 — — 2,917 SF (0.07 AC)
GRAPHIC SCALE
loo 0 50 100 200
I inch = loo ft.
LWENDELL
FALLS STREAM IMPACTS WITHERS & R"F—NEL
WAKE NORTH CAROLINAR9 1 PLANNERS 1 41.11111..S

13
- DWAYNE PETERSON
GRAPHIC SCALE
3
W
Sl LEGEND
ZONE 1 - - 1,1 13 SF (0A3 AC)
ZONE 2 - ® - 584 SF (0.01 AC)
STREAM:
LF - 22
AREA - 44 SF (0.001 AC)
WENDELL FALLS
CAROUNA
Gi LEGEND
ZONE 1 - 807 SF (0.019 AC)
ZONE 2 - 414 SF (0.010 AC)
STREAM:
LF - 8
AREA - 16 SF (0.000 AC)
STREAM IMPACTS IIIWITHERS& RAVENEL
S1 &G1 ENGINEERS 1 PLANNERS 1 SURVEYORS

GRAPHIC SCALE
i00 0 50 100 200
\ 1 inch = 100 ft.
1 1\
1 \
r
\ ` GREENWAY
•J 1
LAKE MYRA I
�1
t
S2 LEGEND G2 LEGEND
ZONE 1 — — 4,555 SF (0.10 AC) ZONE 1 — 671 SF (0.015 AC)
ZONE 2 — ® — 2,523 SF (0.06 AC) ZONE 2 — 447 SF .(0.010 AC)
STREAM: STREAM:
LF — 75 LF — 8
AREA — 150 SF (0.003 AC) AREA — 16 SF (0.000 AC)
WETLANDS — — 6,088 SF (0.14 AC) WETLANDS — 965 SF (0.02 AC)
STREAM IMPACTS
WITHERS &- RAVENEL
WENDELL FALLS
S2 & G2
ENGINEERS 1 PLANNERS 1 SURVEYORS
WE "DELL WAKE NORTH CAROLINA

- - - --------
i
1
S3 LEGEND
G3 LEGEND
ZONE 1 -
- 14,420
SF (0.33 AC)
ZONE 1 - 2,440 SF (0.056 AC)
ZONE 2 -
®
- 2,701 SF
(0.06 AC)
\
ZONE 2 - 344 SF (0.008 AC)
`
STREAM:
STREAM:
LF -
55
LF - 8
AREA -
220 SF
(0.005 AC)
` \
AREA - 16 SF (0.000 AC)
\ \
WETLANDS -
11,640
SF (0.27)
WETLANDS - 1,944 SF (0.04 AC)
WENDELL FALLS
IL
STREAM IMPACTS
WITHERS & RAVENEL
S3 &G3
EN 6INEERS 1 iLANNE RS 1 SUMYEY OMS
WAKE
NORTH CAROLINA
WNGrvtina l>511 M: 919i649H9 Vr 99�61d00a rww.MJnsaarl.mn

GRAPHIC SCALE
ioo o 50 ioo 200
1 inch = 100 ft.
I
S4 LEGEND
G4 LEGEND
ZONE 1 —
— 4,136 SF
(0.09 AC)
ZONE 1 — 704 SF (0.016 AC)
ZONE 2 —
— 899 SF
(0.02 AC)
ZONE 2 — 384 SF (0.009 AC)
STREAM:
STREAM:
LF —
68
LF — 10
AREA —
136 SF
(0.003 AC)
AREA — 20 SF (0.000 AC)
WETLANDS —
— 18,523
SF (0.43 AC)
WETLANDS — 2,944 SF (0.07 AC)
STREAM IMPACTS
WITHERS &-RAVENEL.
FWENDELL FALLS
S4 & G4
ENG INEENS 1 PIANNEIf, 1 SURVEYORS
WENDELL WAKE
NORTH CAROLINA
nw mK r.wm, c�wN nsii u s».o i.,c.ix.sneooe w,...wain...w+d.�

\05\05-260\05761,01\DWO Permit E.hibils\Slreom September 25. 2006 — O—E PETERSON
G7 LEGEND _" GRAPHIC SCALE
ZONE 1 — 520 SF (0.012 AC) 00 f; 100 o so loo 200
ZONE 2 — 336 SF (0.007 AC)
1 inch = 100 ft.
STREAM:
LF — 8 G8 LEGEND
AREA — 16 SF (0.000 AC) ZONE 1 — 385 SF (0.009 AC)
WETLANDS — 952 SF (0.02 AC) ZONE 2 — 225 SF (0.005 AC)
STREAM:
/ I - LF — 6
/ AREA — 44 SF (0.001 AC)
/ WETLANDS — 728 SF (0.02 AC)
"o, �� 1
�8 &J G8
9
S7 & 7 GREENWAY / \
i
��
S7 LEGEND S8 LEGEND
ZONE 1 — — 2,093 SF (0.05 AC) ZONE 1 — — 1,136 SF (0.03 AC)
ZONE 2 — ® — 1,313 SF (0.03 AC) ZONE 2 — ® — 678 SF (0.02 AC)
STREAM: STREAM:
LF — 33 LF — 17
AREA — 66 SF (0.002 AC) . \ AREA — 125 SF (0.003 AC)
WETLANDS — — 2,139 SF (0.05 AC) WETLANDS — — 2,726 SF (0.06 AC)
WENDELL FALLS STREAM IMPACTS WITHERS & RAVENEL
�j S7 & S8 - G7 & G8 ENGINEERS 1 PLANNERS 4 SURVEYORS

K\05\05-260\05261.01\DWO Permit Ur its\Stream Crossi,V.Owg- Sepl<m— 25, 2006 - DWAYNE PETERSON

A
1 -
1 -
-, 1
LEGEND
ZONE 1 —
— 1,475 SF (0.03 AC)
ZONE 2 —
®
— 962 SF
(0.02 AC) -
STREAM:
LF —
20
— — — — — —
GRAPHIC SCALE
loo
0 50 loo 200
AREA —
220 SF
(0.005 AC)
WETLANDS
— — 768 SF
(0.02 AC)
1 inch = 100 ft.
WENDELL FALLS
STREAM IMPACTS
WITHERS & RAVENEL
Si
ENGINEERS i PLANNERS 1 SURVEYORS
WENDELL
WAKE NORTH CAROLINA
1N: 1 w f—l— ........w. 1--

J / /
LEGEND
ZONE 1 — — 1,327 SF (0.03 AC)
ZONE 2 — ® — 812 SF (0.02 AC)
STREAM:••-
LF — 20 GRAPHIC SCALE
10o o 50 100 zoo
AREA — 116 SF (0.003 AC)
1 inch = 100 ft.
WENDELL FALLS STREAM IMPACTS WITHERS &— R"ENEL
S12 ENGINEERS 1 PLANNERS 1 SURVEYORS
WAKE NORTH CAROLINA -- ,.,„n.er,ro..

n.\w\v-avv \v�av�.v�\vnv
rc....�. v..«..a \.a........ ...�.....y....�y- ..ter.•..«.. .... •...•.. .......... .............
1
N
N
.....275 '-
266
ry1
t
N
N
I I
I I
I
LEGEND
,1 r,
1
ZONE 1
-
—2,507 SF (0.06 AC)
I
ZONE 2
—
®
— 1,491 SF (0.03 AC)
'I
STREAM:
LF
—
I ;I
I
GRAPHIC SCALE
35
ry 1100
0 50 100 200
AREA
— 70 SF (0.002 AC)
mo
1 inch = 100 ft.
E
WENDELL FALLS
STREAM IMPACTS
WITHERS & RAVENEL
S15
ENGINEERS t PLANNERS 1 SVRVEYORS
N I I
WAKE NORTH CAROLINA
nsi� NI:919RS
, Ca NawS rn:9�sas�m »µ.._,_

LEGEND
/ ZONE 1 - 1,495 SF (0.034 AC)
ZONE 2 - 313 SF (0.007 AC)
STREAM:
LF - 0
JAREA - 0 SF (0.000 AC)
WENDELL FALLS STREAM IMPACTS WITHERS &- RAVENEL
G10 ENGINEERS 1 PLANNERS 1 SURVEYORS
WEN DELL WAKE NORTH CAROLINAyeti nsii rci: zisscssNo Iu: 914�6)6WE ....-+eaa.: �^

VC
G
LEGEND
,ZONE 1
N/A
ZONE 2 —i�iiitii�ii��iiiii�i
N/A
STREAM:
0
LF —
0
AREA —
38 SF (0.001 AC)
WETLANDS —
310
GRAPHIC SCALE
50 0 25 50 100
. ..............
I inch = 50 ft.
WENDELL FALLS STREAM IMPACTS WITHERS &- RAVIEMFEL
WEN DELL WAKE COUNTY NORTH CAROLINA W2 ENGINEERS 1 PLANNERS I SURVEYORS

NORTH CAROLINA
- --d
10,
o - le -
- o
NCD®°
DIVISION OF HIGHWAYS
VICINITY
pICINITY WAKE COUNTY
j� j� PROJECT: LBG OR1012
MAP
WENDELL FALLS PARKWAY
FROM SR 2501
TO SR 1007
SHEET 1 OF 16
OR1012—PERMIT—Vicinity Map.dgn 9/26/2006 5.34:55 PM

WETLAND LEGEND
- —WLe— — WETLAND BOUNDARY PROPOSED BRIDGE
WETLAND PROPOSED BOX CULVERT
DENOTES FILL IN
WETLAND PROPOSED PIPE CULVERT
12'-48'
DENOTES FILL IN (DASHED LINES DENOTE PIPES
SURFACE WATER EXISTNG STRUCTURES) 54' PIPES
®DENOTES FILL IN
SURFACE WATER
(POND)
DENOTES TEMPORARY
FILL IN WETLAND
® DENOTES EXCAVATION
IN WETLAND
®DENOTES TEMPORARY
FILL IN SURFACE
WATER
DENOTES MECHANIZED
CLEARING
> FLOW DIRECTION
TB
-- TOP OF BANK
- WE- EDGE OF WATER
C - PROP. LIMIT OF CUT
- - F PROP. LIMIT OF FILL
-*- PROP. RIGHT OF WAY
-
-NG - - NATURAL GROUND
-
PROPERTY LINE
- TDE -
TEMP. DRAINAGE
EASEMENT
-POE-
PERMANENT DRAINAGE
EASEMENT
-EAB-
EXIST. ENDANGERED
ANIMAL BOUNDARY
-EPB-
EXIST. ENDANGERED
PLANT BOUNDARY
----------
WATER SURFACE
x x x x x
LIVE STAKES
x x x
BOULDER
--- COIR FIBER ROLLS
..\OR1012_PERMIT Legend.dgn 9/26/2006 5:35:25 PM
& ABOVE
W SINGLE TREE
WOODS LINE
0 DRAINAGE INLET
�^— ROOTWAD
RIP RAP
O ADJACENT PROPERTY OWNER
OR PARCEL NUMBER
IF AVAILABLE
PREFORMED SCOUR HOLE
N -A
ON
LEVEL SPREADER (LS)
DITCH /
GRASS SWALE
NCD®T
DIVISION OF HIGHWAYS
WAKE COUNTY
PROJECT. LBG OR1012
WENDELL FALLS PARKWAY
FROM SR 2501
TO SR 1007
SHEET 2 OF 16

SITE MAP
W
o
lco 3r
SITE 4 )
(NCDOT SITE 9) S
t
BEGIN PROJECT
t j
�GVi�'hl pgLF
SITE 1 i I
j (NCDOT SITE 11) I t
` � 1
r � t
SITE 2 I
SITE 3
OR
v el 1AYL `6 O
SITE 6
(NCDOT SITE 8) r QO
� = END PROJECT
1
SITE 5
Ire 12'—
(NCDOT SITE 7)
r
i Q �
J �T
_ ._>
® THE LOUIS BERGER GROUP, Inc.
1513 Walnut Street, Suite 250
Cary, North Carolina 27511
NCDOT DIVISION OF HIGHWAYS
WAKE COUNTY
PROJECT: LBG OR1012
SHEET 3 OF 16
...\0R1012_PERMIT Site Map.dgn 9/26/2006 5.36:02 PM

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280
270 •Y101. 33+15.82 EL 250.29 =
•LPC 101• 1+44.88 38.00 R
EL 249.39
260 •1011033 4EL
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EL 248.45
250
240
230
1
220 \
210
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116.33' LT OF -Y101- STA 37+3758
EL = 017.65
36 37 38 39 40
PROFILE
SITE I
DENOTES FILL IN WETLAND
50 00 HORIZONTAL SCALE (0.813 cc = 0.329 ho)
RIP RAP
0 10 20 VERTICAL SCALE
\OR1012 PERMIT 51te1 ProfilP.dnn 9/?6/?nn6 5.17-07 PM

DATE: 9/26/2006 FILE, 0:\OR Pro ects\OR1012 - US61 Intercnan a\Deslgn\PERMIT\ORIO12_PERMIT.Slte2_Plan.ogn
MACK HALL HEIRS
ry 9
1
WENDELL FALLS
OF UNAMED CREEK
�~
elm
DEVELOPMENT, L,L.C,
-Y101- POT 52+78.60
BEGIN BRIDGE
-YIOI- POT 52+68.00
i
\
LLn
n
F
PS
WENDELL FALLS PARKWAY
3 m
311 3l3
e
- ce O 0
s
3/2
314
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END BRIDGE
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WENDELL FAILS
CAROLINA POWER &
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DEVELOPMENT, L,L.C.
/ LIGHT EASEMENT
\
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WENDELL FALLS
DEVELOPMENT, L.L.C.
/
DENOTES FILL IN SURFACE WATER
/
®
(74 SY = 0.006 ha)
/
FILL
1.017 WETLANDS AREA
/
/
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(200 SY 10hc)
PLAN VIEW
I
DENOTES MECHANIZED CLEARING
1L
SI'][°lE 2
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® THE LOUIS BERGER GROUP, Inc.
1513 Walnut Street, Suite 250
ry
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BUFFER ZONE
Cary, North Carolina 27511
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0 50 (
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00
—WLg—
WETLAND BOUNDARY
WAKE COUNTY
PROJECT: LBG OR1012
SHEET 6 OF 16
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280
270
260
250
®
PI = 53+00.00
PROFILE
LE
EL = 225.00'
®
VC = 350'
SITE 2
240
K = 138
BEGIN CULVERT END ULVERT
® THE LOUIS BER
1513 Walnut 5
52+68.00
RIP RAP
•Y10 - 52+91.76
Cary, North C
230
EL 22
EL 226.03
EL 226.08
NCDOT DIVISION Of
—BZ 2
BUFFER ZONE
WETLAND BOUNDARY
(-)0.9109%
^^ WAKECOUt
(+)1.6207%.-
220
1 +-
— -,-, — — _ _
CULVERT DATA SUYNARY
210
—
21 T.01
DESIGN 2550
DESIGN FEOOARG�
YRS
DESIGN HIGH WATER • 215.4 Fr
IOOYR DISCHARGE 3062 CFS
10o YR HIGH WATER21527 FT
BY 15
PO/NT BM05
OVERTOPPING FLOOD ECEV N/A Fr
/37. 9' LT Of �Y/0l- STA 54*77,48
200
aERrOOPPINO DISCa�E 'V. cas
EL 21628
49 50
51 52 53 54 55
56 57
DENOTESWATER
PROFILE
LE
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• OI006 ho)
®
DENOTES FILL IN WETLANDS AREA
(200 SY - 0,017 h0)
SITE 2
0 50 100
HORIZONTAL SCALE 1.•--1
DENOTES MECHANIZED CLEARING
® THE LOUIS BER
1513 Walnut 5
RIP RAP
Cary, North C
0 10 zo VERTICAL SCALE — BZ t
BUFFER ZONE
NCDOT DIVISION Of
—BZ 2
BUFFER ZONE
_WEB.
WETLAND BOUNDARY
^^ WAKECOUt

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WENDELL FALLS
DEVELOPMENT, L.L.C.
.AOR1012 PERMIT Site3 Plan.dan 9/26/2006 5-20.28 PM
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DEVELOPMENT, L.L. /
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DEVELOPMENT, L.L.C,
\ \. C
PLAN VIEW
®DENOTES FILL IN SURFACE WATER SITE 3
(14 SY : 0.007 h(o)
® THE LOUIS BERGER GROUP, Inc.
Walnut Street, Suite 250
m~ DENOTES MECHANIZED CLEARING 1Cary, North Carolina 27511
d
1�
—BZ I— BUFFER ZONE NCDOT DIVISION OF HIGHWAYS
—BZ 2— BUFFER ZONE WAKE COUNTY
—WLB— WETLAND BOUNDARY PROJECT: LBG OR1012
SHEET 8 OF 16

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PI = 95+00.00
EL 273.73'
VC = 350'
K = 105
N
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260
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251.00
247.00
CULVERT DATA SUMMARY .
240
DESIGN DISCHARGE J87 CFS
DESIGN FREQUENCY 50 YRS
DESIGN HIGH WATER • 248J5 FT
loo YR DISCHARGE • 465 CFS
W YR HIGH WATER 248.56 FT BhM
*6 POINT BY06
OVERTOPPING F400D ELEV - N/A FT
/34,98' LT OF
-YIOI - STA 101-#12.03
230
OVERTOPPING FREOVENCY - N/A YRS
A'ERroPPIMG DISCHARGE N/A CFS
EL = 253J6
220
210
96
97
98 99 100
101
102
103 104
PROFILE
FILL IN SURFACE WATER
®DENOTES
(14 SY = 0.007 ho)
SITE 3
0�I■51�Is1;
HORIZONTAL SCALE
DENOTES MECHANIZED CLEARING
THE LOUIS BERGER GROUP, Inc.
— BZ 1— BUFFER ZONE
1513 Cary, North Carolina 2751210
Walnut Stree, Suite
®
0 10
20
VERTICAL SCALE
—gZ 2— BUFFER ZONE
_ WLB — WETLAND BOUNDARY
NCDOT DIVISION OF HIGHWAYS
WAKE COUNTY
PROJECT. LSG OR1012
SHEET 9 OF 16

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PLAN VIEW
SITE 4
®7HE LOUIS BERGER GROUP, Inc,
1513 Walnut Street, Sults 250
Cary, North Carolina 27511
NCDOT DIVISION OF HIGHWAYS
WAKE COUNTY
PROJECT. LBG OR1012
SHEET 10 OF 16
DENOTES FILL IN WETLANDS AREA
(0.405 cc = 0.164 ha)
FILL IN SURFACE WATERS
®DENOTES
(0.011 h0 0.027 cc)
DENOTES MECHANIZED CLEARING
C I
_8Z — BUFFER ZONE
—BZ 2— BUFFER ZONE I
0 50
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PLAN VIEW
SITE 4
®7HE LOUIS BERGER GROUP, Inc,
1513 Walnut Street, Sults 250
Cary, North Carolina 27511
NCDOT DIVISION OF HIGHWAYS
WAKE COUNTY
PROJECT. LBG OR1012
SHEET 10 OF 16

SHESER CREEK COMPANY LLC
0
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/ / / / k / /K ► OF TRANSPORTATION
DENOTES FILL IN WETLANDS AREA
(0.405 ao = 0.164 ha)
DENOTES FILL IN SURFACE WATERS
(0.011 ho = 0.027 ac)
/ /eti / DENOTES MECHANIZED CLEARING
/r
/ lam/
WENDELL FALLS PARKWAY
— BZ — BUFFER ZONE
_gZ y— BUFFER ZONE
—WEB— WETLAND BOUNDARY
P LAIN VIEW
SITE 4

220 — ✓ — -/
dw
23 24 25
/,i.
0 50 loo HORIZONTAL SCALE
6009 0 0 o VERTICAL SCALE —8z 1-
-8Z 2-
- WLB —
26 27 28
DENOTES FILL IN WETLANDS AREA
(0.405 oc a 0.164 ha)
DENOTES FILL IN SURFACE WATERS
(0.011 ho e 0.027 oc)
DENOTES MECHANIZED CLEARING
BUFFER ZONE
BUFFER ZONE
WETLAND BOUNDARY
29 30 31
PROFILE
SITE 4

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DENOTES MECHANIZED CLEARING������ \ PLA VIEW
(8.68 SF : 0.000 ho) �o e� \ \ \ SITE 5
—BZ 1-- BUFFER ZONE (\GPS :v \
—BZ 2--• BUFFER ZONE Shy �\ Cyf�q I �wLB— ® THE LO
SIBoEStreet,SuRGR its OUP,
--.WLB-... WETLAND BOUNDARY Q Cary, North Carolina 27511
NCDOT DIVISION OF HIGHWAYS
0 50 00 WAKE COUNTY
PROJECT: LBO OR1012
SHEET 13 OF 16
\OR1012 PERMIT Sites Plan.don 9/26/20065-2q-

11 �
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DEVELOPMENT LLC
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US 64
US 64
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it
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DENOTES FILL IN WETLAND AREA
1 (0.035 oc = 0.014 ho)
DENOTES MECHANIZED CLEARING \
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N.C. DEPARTMENT
—BZ 1-_ BUFFER ZONE OF TRANSPORTATION
—BZ 2— BUFFER ZONE
50 1000
I .-,_WLB_. WETLAND BOUNDARY
I
.\0R1012 PERMIT Site6 Plan.dan 9126/2006 5:33:16 PM
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SITE 6
\ THE LOUIS BERGER GRC
1513 Walnut Street, Suite
\ ►.rJ Cary, North Carolina 271
\ I NCDOT DIVISION OF HIGHW)

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SITE 6
\ ® THE LOUIS BERGER GROUP, Ir
1613 Walnut Street, Sults 250
Cary, North Carolina 27511
N.C. DEPARTMENT \ \ \
OF TRANSPORTATION�r� \ NCDOT DIVISION OF HIGHWAYS
0 5
_ '� _' 0 \. c \ \ c WAKE COUNTY
PROJECT: LBO OR1012
\0R101? PFRMIT Site6 Plan 02.dan 9/26/2006 5:34:08 PM

" Indicates impacts identified in the original NCDOT permit for Sites 8, 7,9 8 11 of the US 64 project from the East Wake Expressway to SR 2502 (project, 8.1402202 (R -2549C)).
WETLAND IMPACTS
IMPACT SUMMARY
SURFACE WATER IMPACTS
BUFFER IMPACTS
Site
No.
Station
(From) (To)
Structure Size
Fill In
Wetlands
ac
Fill in
Wetlands
cu d
Mechanized
Temp. Fill In Excavation Clearing
Wetlands In Wetlands (Method III)
ac ac ac
Fill in SW
(Natural)
ac
WETLAND IMPACTS
Existing
Channel
Impacted
ft
Relocated
Channel
ft
SURFACE WATER IMPACTS
Zone 1
ac
Zone 2
ac
BUFFERIMPACTS
Site
No.
Station
(From) (To)
Structure Size
Fill In
Wetlands
ha
Fill in
Wetlands
(m')
Mechanized
Temp. Fill In Excavation Clearing
Wetlands In Wetlands (Method III)
ha ha ha
Fill in SW
(Natural)
ha
Fill in SW
(Pond)
ha
Temp, Fill in
SW
(he)
Existing
Channel Relocated
Impacted Channel
ft ft
Enclosed
Channel
ft
Zonal
ha
Zone 2
ha
1
NCDOT SITE 11
1 24 m, 2 17m BRIDGE
0.253"
0.161
0.059'
0.03
0.04
0.022'
0.039'
20'-1 "X7'-6" Low Pro Arch
35+50.00 37+60.00 •1'101- 3 70 ft BRIDGE
0.329
36100.512
0.010
0.065
225
79
146
0.26
0.20
0.014
0.015
2
1 52+68.00 1 52+91.76
20'-1 "X7'-6" Low Pro Arch
0.017
259.080
0.004
0.006
159
0.56
2251
79
146
0.106
0.08
3
99+91.76 1 100+29.26 32'X12' Hi h Pro Arch
0.000
0.000
0.000
0.007
234m'
0.575'
296
153
159
0.225
0.123
4
NCDOTSI TE 9
1650 RCP
0.456'
0.003'
0.026'
0.019'
0.74
0.45
310m'
56m'
234m'
0.575'
0.368"
26+36.05
-Y101- 36" RCP
0.164
2499.360
0.004
0.003
0.011
0.227'
586
0
446
0.299
0.182
5
NCDOT SITE 7
1350 RCP
0.033"
0
0
0.003"
0.033"
NCDOT SITE 8A
203m'
80m'
99m'
0.38'
0.227-
0.004'
443+00.83
-L- EX. PIPE
0.000
0.000
0.201'
8.68 SF
0.000
NCDOT SITE 88
1500 RCP 900 RCP
0
0
0
0.053
0.042
NCDOT SITE 8A
1800 RCP
0.038'
0.52'
0.281'
0.003'
0.004
L- EX, PIPES
137m'
7m'
77m'
0.201'
0.095'
6
NCDOT SITE 88
1500 RCP 900 RCP
0.225'
0.019'
0.059'
0.023'
0.035
279.065 1
316m'
76m"
204m'
0.52'
0.261'
0
0
-L- EX. PIPES
0,003
TOTALS:
1.29
0.000 0.010
0.21
0.06
0.000 0.000
1107
232
751
1.73
1.10
Additional Construction
0.014
213.380
0.0001
0.011 i
0.0001
01
01
01
0.002
0.001
TOTALS:1
0.6241
1
0.0001 0.0041
0.0831
0.0241
0,0001
0.0001
11071
2321
7511
0.6991
0.443
" Indicates impacts identified in the original NCDOT permit for Sites 8, 7,9 8 11 of the US 64 project from the East Wake Expressway to SR 2502 (project, 8.1402202 (R -2549C)).
WETLAND IMPACTS
SURFACE WATER IMPACTS
BUFFER IMPACTS
Site
No.
Station
(From) (To)
Structure Size
Fill In
Wetlands
ac
Fill in
Wetlands
cu d
Mechanized
Temp. Fill In Excavation Clearing
Wetlands In Wetlands (Method III)
ac ac ac
Fill in SW
(Natural)
ac
Fill in SW Temp, Fill In
(Pond) SW
ac ac
Existing
Channel
Impacted
ft
Relocated
Channel
ft
Enclosed
Channel
ft
Zone 1
ac
Zone 2
ac
1
NCDOT SITE 11
1 @24 m 2@ 17m BRIDGE
0.625"
0.059'
0.022'
0.039'
35+50.00 37+60.00 -Y101. 3 @ 70 ft BRIDGE
0.813
47217.732
0.161
0.03
0.04
2
52+68.00 52+91.76
20'-1 "X7'-6" Low Pro Arch
0.042
338.864
0.010
0.016
225
79
146
0.26
0.20
3
99+91.76 100+28,26 32'X12' High Pro Arch
0.000
0.000
0.000
0.017
296
153
159
0.56
0.30
4
NCDOT SITE 9
1650 RCP
1.127'
0.003'
0.026'
0, 019"
310m'
66m'
234m'
0.575'
0.368"
26+36.05
-Y101- 36" RCP
0.405
3269.043
0.010
0.007
0.027
586
0
446
0.74
0.45
5
NCDOT SITE 7
1350 RCP
0.082'
0.003'
0.033'
203m'
80m'
99m'
0.38'
0.227'
443+00.83
-L- EX. PIPE
0.000
0.000
8,68 SF
0,000
0
0
0
0,13
0.10
NCDOT SITE 8A
1800 RCP
0.094'
0.003'
0.004'
137m'
7m'
77m'
0.201'
0.095'
6
NCDOT SITE 88
1500 RCP 900 RCP
0.556'
0.019'
0.059'
0, 023'
316m'
76m'
204m'
0.52'
0.281'
L- EX, PIPES
Additional Construction
0.035
279.065 1
1 1
0.0271
O.0001
0
0
0
0.004
0,003
TOTALS:
1.29
0.000 0.010
0.21
0.06
0.000 0.000
1107
232
751
1.73
1.10
" Indicates impacts identified in the original NCDOT permit for Sites 8, 7,9 8 11 of the US 64 project from the East Wake Expressway to SR 2502 (project, 8.1402202 (R -2549C)).

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ENGINEERS i PLANNERS I SURVEYORS
Site Access/Agent Authorization Form
Project Name: ('�'(� /ti ,�� C L L o G L
Property Owner/Contract Purchaser:_ (.� t ,�;� -L (_ ;'G c AV Z r � � �:�,?,•� �L �
Address: 6C
Phone: _ = r ' �� r}'(J r �,
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Fax: "I^ ! L� G 5 7 7
Email: -;P-(-6
I hereby grant Withers and Ravenel, INC permission to conduct environmental
studies on the property described above. In addition, I authorize Withers and
Ravenel to act on my behalf as my agent when conducting site meetings and/or
correspondence (i.e. permit applications etc.) with the USACE and the NC - Division
of Water Quality, if necessary.
Property Owner: Date
(Print Name)
(Si fi6ture)

NORTH CAROLINA ECOSYSTEM ENHANCEMENT PROGRAM, NCEEP
IN -LIEU FEE REQUEST FORM
Revised 5/16/2006
Print this form, fill in requested information, sign and date, and either mail to NCEEP, 1652 Mail Service Center, Raleigh, NC
27699-1652, or fax to 919-715-2219. Attachments are acceptable for clarification purposes. All correspondence from
NCEEP will be to the Applicant, with a copy to the Applicant's Agent (if indicated).
CONTACT INFORMATION
1. Business or Individual Name�Y�VI
2. Street Address or P O Boxp1
3. City, State, Zip;,,,
4. Contact Person
- -- — - -
r
5. Tele p hone Number
6. Fax Number
7. E -Mail Address (optional)
APPLICANT APPLICANT'S AGENT
-ILA-
12. River Basin
13. Cataloging Unit (8 -digit)
14. Riparian Wetland Impact (ac.) (e.g., 0.13)
15. Non -Riparian Wetland Impact (ac.)
16. Coastal Marsh Impact (ac)
INA
17. Stream Impacts (ft.) (e.g. 1,234) Warm
18. Buffer Impact -Zone 1 (sq. ft.) (e.g. 12,345)
19. Buffer Impact -Zone 2 (sq. ft.)
-.
IMPORTANT
Check (J) below if this request is a:
revision to a current acceptance, or
re -submission of an expired acceptance
Cool Cold
_-
1 1 x_l•S =_ lifI'11._-S _
Date:
Signature of Applicant or Agent:
Buffer mitigation applicable only in the Neuse, Tar -Pamlico and Catawba river basins, and the Randleman Lake Water
Supply Watershed. For help in determining the Cataloging Unit, go to EPS's "Surf Your Watershed" web page-
http://cfpub.epa.gov/surf/locate/index.cfm Direct all questions to David Robinson at 919-716-1921 or [e-mail]
.cor

PROJECT SCHEDULES AND COSTS ARE ACCURATE AS OF DATE SHOWN.
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FHWA-NC-EIS-95-03-F E>>C
Federal Highway Administration
Region Four
ADMINISTRATIVE ACTION
FINAL ENVIRONMENTAL IMPACT STATEMENT
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
AND
NORTH CAROLINA DEPARTNIMNT OF TRS-"?SPCARTATION
US 64 Bypass from I-440 to US 64 west of Wendell
and Eastern Wake Expressway from
existing US 64 to US 64 Bypass,
approximately 13 miles, in Wake County, North Carolina
Federal Aid Project DPI - 0199 (004)
State Project No. 8.1402202
Wake County
TIP No. R -2547/R-2641
Submitted Pursuant to the National Environmental
Policy Act 42 U.S.C. 4332(2)(C)
Cooperating- Auency
U.S. Army, C s eer
4- 30 `3
Date Richard B. Davis P.E., As 'stant Manager
Planning and Environmental Branch
North Carolina Department of Transportation
ate c s L. Graf, P -E.
Division Administrator
Federal Highway Administration
The following persons may be contacted for
additional information concerning this document:
Nicholas L. Graf, P -E. Richard B. Davis P.E
Federal Highway AdministrationNorth Carolina Department of Transportation
310 New Bern Avenue, Suite 410 Post Office Box 25201
Raleigh, North Carolina 27601 Raleigh, North Carolina 27611
[phone] [phone]
This action involves construction of the US 64 Bypass and the Eastern Wake Expressway in Wake County.
This Final Environmental Impact Statement (EIS) presents the Preferred Alternative selected based on the
findings of the Draft EIS as well as agency comments and public input obtained at the Corridor Public Hearing.
The Draft EIS was published in July 1995. The Public Hearing was held on September 26, 1995. All
comments and public input received subsequent to publication of the Draft EIS are addressed in this document.
This Final EIS is an abbreviated document which presents only those sections of the Draft EIS which required
modification or clarification. The Draft EIS is incorporated into this Final EIS by reference.

�'�fmn
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY
October 11, 2004
MEMORANDUM TO: Mr. Jon G. Nance, P.E.
Division 5 Engineer
FROM: Philip S. Harris, III, P.E., Manager 4___:'
Office of the Natural Environment
Project Development and
Environmental Analysis Branch
SUBJECT: Wake County; Division 5; Proposed US 64 Bypass of Knightdale from
I-440 (Raleigh Beltline) to existing US 64 near SR 1003,1-440 form 0.83
miles south of US 64 to Poole Road and a portion of the East Wake
Expressway from existing US 64 to the proposed US 64 Bypass in Wake
County; State Project No. 8.1402202; TIP Project No. R-2547
Attached is an addendum to the modification to WQC No. 3377.
PSFPgyb
Attachment
cc: Mr. Art McMillan, P -E_
Mr. Omar Sultan
Mr. Jay Bennett, P.E.
Mr. David Chang, P.E.
Mr. Randy Gams, P.E-
Mr. Greg Perfetti, P.E.
Mr. Mark Staley
Mr. John F. Sullivan, 111, FHWA
Mr. Chris Murray, Division 5 DEO
Ms. Cathy Houser, PE
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT ANO ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NG 27699-1598
TELEPHONE: [phone]
FAX [phone]
WEBSITE_ WWW.DOT.ORG
LOCATION:
TRANSPORTATION BUILONNG
1 SOUTH WILMINGTONSTREET
RALEIGH NC

PROJECT COMMITMENTS
US 64 from New Hope Rd. SR 2306 to Existing US 64 near SR 1003;
Wake County
State Project No.: 8.1402202
Federal Aid Project No.: NHF-DPI-0199(004)
TIP No.: R-2547
In addition to the standard Individual Section 404 and 401 Permit Conditions, State
Consistency Conditions, NCDOT's Guidelines for Best Management Practices for
Protection of Surface Waters, the following special commitments have been agreed to by
NCDOT:
Commitments Developed through Permit Modifications
No new permit conditions are stated in the attached permit. All other conditions
written into previous Water Quality Certifications and Neuse River Riparian Buffer
Certifications for -this project still apply.
Green Sheet
October 11, 2004
Page 1 of I

q• DEPARTMENT OF THE ARMY
I/
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO February 16, 2005
Regulatory Division
Action ID. 200220819; TIP No. R-2547
Dr. Gregory J. Thorpe, Ph.D.
Environmental Management Director, PDEA
N.C. Department of Transportation
1548 Mail Service Center
Raleigh, NC 27699-1548
Dear Dr. Thorpe:
R E C I V E D
MAR 18 2005
Df 100- l OF HOWAYS
PDD -OFFICE OF NUM S,INIMNIli T
Reference the Department of the Army permit issued on April 25, 2002, subsequently
modified on May 4, 2004, for the discharge of fill material in waters of the United States,
including wetlands, to facilitate construction of the US 64 Knightdale Bypass (T.I.P. No.
R-2547), in the Neuse River basin, Wake County, North Carolina. Reference also your written
request of December 13, 2004, for additional permit modification to impact an additional 10
linear feet of stream for extension of a pipe to accommodate an access driveway, at Site 19, in
Section BA of TIP No. R-2547.
We have reviewed your proposal and have determined that impacts are temporary or
relatively minor, and an additional public notice is not necessary. Therefore, the permit is
hereby modified to include the work as shown on the enclosed plans, subject to the following
additional special condition:
xx. Compensatory mitigation for the unavoidable impacts to an additional 10 linear feet
of stream associated with the proposed project shall be provided by the Ecosystem Enhancement
Program (EEP), as outlined in the letter dated December 8, 2004 from William D. Gilmore, EEP
Transition Manager. Pursuant to the EEP Memorandum of Agreement (MOA) between the
State of North Carolina and the US Army Corps of Engineers signed on July 22, 2003, the EEP
will provide 20 linear feet of restoration equivalent warm water stream channel in the Neuse
River basin (Hydrologic Cataloging Unit 03020201) by one year of the date of this permit.
The NCDOT shall, within 30 days of the issue date of this permit, certify that sufficient funds
have been provided to EEP to complete the required mitigation,* pursuant to Paragraph V. of the
MOA.

It is understood that all other conditions of the original permit remain applicable and that
the expiration date is unchanged. Please note that the current permit expiration date is December
31, 2005.
If you have questions, please contact Eric Alsmeyer of the Raleigh Regulatory Field
Office, at telephone [phone], extension 23.
Sincerely,
!J Charles R. Alexander, Jr.
Colonel, U.S. Army
District Engineer
Enclosure
Copies Furnished with enclosure:
Mr. John Hennessy
Division of Water Quality
North Carolina Department of
Environment and Natural Resources
1650 Mail Service Center
Raleigh, NC 27699-1650
Mr. Jon Nance
Division Engineer
NCDOT, Division of Highways, Division 5
2612 Duke Street
Durham, North Carolina 27704
Mr. Chris Murray
Division Environmental Supervisor
NCDOT, Division of Highways, Division 5
2612 Duke Street
Durham, North Carolina 27704
William D. Gilmore, P.E.
Transition Manager -
Division of Ecosystem Enhancement
North Carolina Department of Environment and Natural Resources
1652 Mail Service Center
Raleigh, NC 27699-1652

W A
_.+ichael F. Easley, Governor
R
%
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
\O�
z7
Alan W. Klimek, P -E. Director
]_
Division of Water Quality
O �
January 27, 2005
Wake County
DWQ Project No. 01168
TIP No. R-2547
FRECEIVOLE D
Dr. Greg Thorpe, PhD., Manager
Planning & Environmental Branch =
N.C. Department of Transportation FEB 2 2LiO5
1548 Mail Service Center
Raleigh, North Carolina, 27699-1548 ulllq�'y!oi.h Jviu��(5
pDfA OFFlCF Gr ,; ; QA EP, IP ' F,
Dear Dr. Thorpe:
Re: Modification to Certification Pursuant to Section 401 of the Federal Clean Water Act and the Neuse River
Riparian Rules, Proposed US 64 Bypass of Knightdale from I-440 (Raleigh Beltline) to existing US 64 near SR
1003, I-440 from 0.83 miles south of US 64 to Poole Road and a portion of the East Wake Expressway from
existing US 64 to the proposed US 64 Bypass in Wake County (TIP R-2547).
WQC Project No. 011689
Attached hereto is a modification to Certification No. 3377 issued to the North Carolina Department of
Transportation on April 10, 2002. The attached modification authorizes changes to the project design as
described in your submittal dated December 13, 2004. The modification authorizes a modification to the
horizontal alignment design for the project Section BA, an additional 10 linear feet of jurisdictional stream
impacts and 481 square feet of Zone 1 and 414 square feet of Zone 2 buffer impacts for the project Section BA,
and additional 204 square feet of Zone 1 and 280 square feet of Zone 2 buffer impacts for the project Section
CC.. The only modifications to the design of the project authorized by this certification are those submitted in
your December 13, 2004 application. All the authorized activities and conditions of certification associated
with the original Water Quality Certification dated April 10, 2002 and all other corresponding modifications
stili apply except where superceded by this certification.
If we can be of further assistance, do not hesitate to contact Nicole Thomson at 919 -715 -3415 -
Sincerely,
21-
Alan
7Alan W. Klimek, P.E.
Director
Attachments:
Modification to WQC No. 3377
cc: Wilmington District US Army Corps of Engineers
Mr. Eric Alsmeyer, US Army Corps. of Engineers, Raleigh Field Office
Mr. Jon G. Nance, PE, Division 5 Engineer, 2612. N- Duke Street, Durham, NC 27704
Mr. Chris Murray, Division 5 Environmental Officer, 2612 N. Duke Street, Durham, NC 27704
DWQ Raleigh Regional Office
Central Files
File Copy
WZhCarolina
Transportation Permitting Unit Naturdly
1650 Mai Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone]! Internet http:/ih2o.erir_state.nc_Lis/ncwedands
An Equal Opportunity/Affirmative Acton Employer - 50% Recydedll0% Post Consumer Paper

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N
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS 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 15
NCAC 2H, Section .0500. Attached hereto is a modification to Certification No. 3377 issued to the North Carolina
Department of Transportation on April 10, 2002. The attached modification authorizes changes to the project -design
as described in your submittal dated December 13, 2004. The modification authorizes the following:
Site Location
Action taken
Steam
Riparian Buffer
Riparian Buffer
Impacts (ft.)
Impacts Zone 1
Impacts Zone 2
(sq. ft.)
(sq. ft.)
Sectio_ dBA; Site 4
New Hope Road Horizontal Alignment — from —
0
0
0
Y1REV-Sta 15+45.467 to 17+32.782
Section BA, Site
Sta 17+32.782; pipe extension for driveway
10
481
414
19
Section CC, Site 3
Grass Swale construction at Sta 150+30-L-
0
204
280
Total Addtional
10
685
694
Impacts
The only modifications to the design of the project authorized by this certification are those submitted in your
December 13, 2004. All the authorized activities and conditions of certification associated with the original Water
Quality Certification dated April 10, 2002 and all other corresponding modifications still apply except where
superceded by this certification.
The application provides adequate assurance that the proposed impacts to the stream and riparian buffer zones in
conjunction with the proposed development will not result in a violation of applicable Water Quality Standards and
discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate the applicable
portions of Sections 301, M,303, 306,307 of PL 92-500 and PL 95-217 if conducted in accordance with the
application and conditions hereinafter set forth.
This approval is only valid for the purpose and design that you submitted in your application, as described in the
Public Notice. Should your project change, you are required to 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, compensatory mitigation may be required as described in 15A NCAC 211.0506 (h) (6) and (7). For this
approval to remain valid, you are required to comply with all the conditions listed below. In addition, you should
obtain all other federal, state or local permits before proceeding with your project including (but not limited to)
Sediment and Erosion control, Coastal Stormwater, Non -discharge and Water Supply watershed regulations.
Conditions) of Certification:
Construction will be conducted in such a manner as to prevent a significant increase in turbidity outside
the area of construction or construction -related discharge. Erosion and sediment control practices must be
in full compliance with all specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to assure compliance with the appropriate
turbidity water quality standard.
a. The erosion and sediment control measures for the project must equal or exceed the proper design,
installation, operation and maintenance outlined in the most recent version of the North Carolina Sediment
and Erosion Control Planning and Design Manual. These devices shall be maintained on all construction
sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or leased borrow pits
associated with the project.
b. For borrow pit sites, the erosion and sediment control measures must equal or exceed the proper
design, installation, operation and maintenance outlined in the most recent version of the North Carolina

Surface Mining Manual. The reclamation measures and implementation must comply with the
reclamation in accordance with the requirements of the Sedimentation Pollution Control Act.
2. There shall be no excavation from or waste disposal into jurisdictional wetlands or waters associated with
this permit without appropriate modification of this permit. Should waste or borrow sites be located in
wetlands or stream, compensatory mitigation will be required since it is a direct impact from road
construction activities;
3. No live or fresh concrete shalt come into contact with waters of the state until the concrete has hardened.
4. All sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored after the Division of Land Resources
has released the project;
5. No additional compensatory mitigation is required as a result of this certification.
6. All stormwater runoff shall be directed to sheetflow through stream buffers at nonerosive velocities, unless
approved otherwise by this certification. -
7. During the construction of the project, no staging of equipment of any kind is permitted in waters of the
U.S., or protected riparian buffers.
8. Riparian vegetation must be reestablished within the construction limits of the project by the end of the
growing season following completion of construction.
9. The dimension, pattern and profile of the stream above and below the crossing should not be modified by
widening the stream channel or reducing the depth of the stream. Disturbed floodplain and streams
should be restored to natural geomorphic conditions.
10. Any riprap used must not interfere with thalweg performance and aquatic life passage during low flow
conditions.
11. All mechanized equipment operated near surface waters must be regularly inspected and maintained to
prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
12. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to
surface waters is prohibited_
13. Compensatory mitigation for unavoidable impacts to 10 linear feet of stream shall be done at a
replacement ratio of 1:1. Applying a replacement ratio of 1:1, total mitigation for 10 linear feet of stream
shall be provided for in Cataloging Unit 03020201 of the Neuse River Basin by the Ecosystem
Enhancement Program (EEP) as outlined in the letter dated 8 December 2004.

14. Mitigation for impacts to 685 square feet of protected riparian buffers in Zone 1 and 694 square feet of
protected riparian buffers in Zone 2 will be mitigated for as described below:
Zone of
Impact
Impacts
(Square Feet)
Replacement
Ratio
Total Square Feet of
Mitigation Required
Zone 1
685
3:1
2,055
Zone 2
694
1.5:1
1,041
Total
1,379_
3,096
We understand that you have chosen to perform compensatory mitigation for impacts to protected buffers through
an in lieu payment to the North Carolina Ecosystem Enhancement Program (NCEEP), and that the EEP has agreed
to implement the mitigation for the project. Mitigation for unavoidable impacts to Neuse Riparian Buffers shall be
provided through an in -lieu payment to the North Carolina Ecosystem Enhancement Program (NCEEP) at a rate of
$0.96 per square foot for 3,096 square feet of buffer impact. Therefore, a total payment of $ 2972.16 shall be
submitted to the NCEEP to offset the impacts. No construction activities m euse Iver iparian u ers s a
begin until payment for buffer mitigation is made and the Ecosystem Enhancement Program receives and clears
your check (made payable to DENR — Ecosystem Enhancement Program).
15. Pursuant to NCAC 15A 28.0233(6), sediment and erosion control devices shall not be placed in Zone 1 of
any Neuse Buffer without prior approval by the NCDWQ_ At this time, the NCDWQ has approved no
sediment and erosion control devices in Zone 1, outside of approved project impacts, anywhere on this
project. Moreover, sediment and erosion control devices shall be allowed in Zone 2 of the buffers
provided that Zone 1 is not compromised and that discharge is released as diffuse flow.
16. The outside buffer, wetland or water boundary located within the construction corridor approved by this
authorization shall be cleady-marked by highly visible fabric fencing prior to any land disturbing
activities. Impacts to areas within the fencing are prohibited unless otherwise authorized by this
certification.
17. NCDOT, and its authorized agents, shall conduct its activities in a manner consistent with State water
quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water
Act) and any other appropriate requirements of State law and Federal law. If DWQ determines that such
standards or laws are not being met (including the failure to sustain a designated or achieved use) or that
State or federal law is being violated, or that further conditions are necessary to assure compliance, DWQ
may reevaluate and modify this certification to include conditions appropriate to assure compliance with
such standards and requirements in accordance with 15A NCAC 2110507(d). Before modifying the
certification, DWQ shall notify NCDOT and the US Army Corps of Engineers, provide public notice in
accordance with 15A NCAC 214.0503 and provide opportunity for public hearing in accordance with 15A
NCAC 2110504. Any new or revised conditions shall be provided to NCDOT in writing, shall be
provided to the United States Army Corps of Engineers for reference in any permit issued pursuant to
Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the project.
18. A'copy of this Water Quality Certification shall be posted on the construction site at all times. In addition,
the Water Quality Certification (and all subsequent modifications, if any, shall be maintained with the
Division Engineer and the on-site project manager.
19. All other conditions written into previous Water Quality Certifications and Neuse River Riparian Buffer
Certifications for this project still apply.

Violations of any condition herein set forth shall result in revocation of this Certification and may result
in criminal and/or civil penalties. This Certification shall become null and void unless the above
conditions are made conditions of the Federal 404 and/or coastal Area Management Act Permit. This
Certification shall expire upon expiration of the 404 or CAMA permit.
If this Certification is unacceptable to.you have the right to an adjudicatory hearing upon written request within sixty
(60) days following receipt of this Certification. This request must be in the form of a written petition conforming to
Chapter 150B of the North Carolina General Statutes and filed with the Office of Administrative Hearings, P.O. Box
27447, Raleigh, N.C. 27611-7447. If modifications are made to an original Certification, you have the right to an
adjudicatory hearing on the modifications upon written request within sixty (60) days following receipt of the
Certification. Unless such demands are made, this Certification shall be final and binding.
This the 27t° day of January 2005
DIVISION OF WATER QUALITY
Alan W. Klimek, P.E.
Director
Modification to WQC No_ 3377
c_\CorrespondencelD WQQ 1168%011689wgcmoc012105.doc

AGF INA %9 Michael F. Easley, Governor
William G. Ross Jr., Secretary
\� G North Carolina Department of Environment and Natural Resources
r- Alan W. Klimek, P.E. Director
> —1 Division of Water Quality
D -<
September 27, 2004
Wake County
DWQ Project No_ 011689
TIP No. R-2547
Dr: Greg Thorpe, PhD., Manager
Planning & Environmental Branch
N.C. Department of Transportation
1548 Mail.Service Center
Raleigh, North Carolina, 27699-1548
Dear Dr. Thorpe:
RECEIVED
S EP 28 2004
o OOMMYS
PM -Na OF NAPJRAL WWOR
Re: Addendum to Certification Pursuant to Section 401 of the Federal Clean Water Act and the Neuse. River
Riparian Rules, Proposed US 64 Bypass of Knightdale from I-440 (Raleigh Beltline) to existing US 64 near SR
1003, I-440 from 0.83 miles south of US 64 to Poole Road and a portion of the East Wake Expressway from
existing US 64 to the proposed US 64 Bypass in Wake County (TIP R-2547).
WQC Project No. 011689
Attached hereto is an addendum to the modification to Certification No. 3377 issued to the. North Carolina
Department of Transportation on April 10, 2002. The attached modification authorizes changes to the project
design as described in your submittal dated August 9, 2004. The modification authorizes a modification to the
- stormwatedhydraulic design for the project Section BB. The only modifications to the design of the project
-authorized by this certification are those submitted in your August 9, 2004 application. All the authorized
activities and conditions of certification associated with the original Water Quality Certification dated April
10, 2002 and all other corresponding modifications still apply except where superceded by this certification.
If we can be of further assistance, do not hesitate to contact Nicole Thomson at 919-715-3415.
Si ere ,
Z
Alan W. Klimek P.E.
Director
Attachments:
Modification to WQC No. 3377
cc: Wilmington District US Army Corps of Engineers
Mr. Eric Alsmeyer, US Army Corps of Engineers, Raleigh Field Office
Mr. Jon G. Nance, PE, Division 5 Engineer, 2612 N. Duke Street, Durham, NC 27704
Mr. Chris Murray, Division 5 Environmental Officer, 2612 N. Duke Street, Durham, NC 27704
DWQ Raleigh Regional Office
Central Files
File Copy
Transportation Permitting Unit
1650 Marl Service Center, Raleigh, North Carolina 27699-1650
2321 Crahiree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] InternethftJfi2o.enr.state.nc.us/ncwettands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper • . 4

NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS.CEItTIVICATION 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 15
NCAC 2H, Section .0500. Attached hereto is a modification to Certification No. 3377 issued to the North Carolina
Department of Transportation on April 10, 2002. The attached modification authorizes changes to the project design
as described in your submittal dated August 9, 2004. The modification an inlet number 51 to be moved back
Lute to station59 + 10 and the 375mm pipe redirected toward inlet 52B. The only modifications to the design of the
. projectguthorized by this certification are those submitted in your August 9, 2004. All the authorized activities and
conditions of certification associated with the original Water Quality Certification dated April 10, 2002 and all other
corresponding modifications still apply except where superceded by this certification-
The
ertificationThe application provides adequate assurance that the discharge of fill material into the proposed wetlands in
conjunction with the proposed development will not result in a violation of applicable Water Quality Standards and
discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate the applicable
portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance with the
application and conditions hereinafter set forth.
This approval is only valid for the purpose and design that you submitted in your application, as described in the
Public Notice. Should your project change, you are required to 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, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this
approval to remain valid, you are required to comply with all the conditions listed below. In addition, you should
obtain all other federal, state or local permits before proceeding with your project including (but not limited to)
Sediment and Erosion control, Coastal Stormwater, Non -discharge and Water Supply watershed regulations.
Condition(s) of Certification:
1. Construction will be conducted in such a manner as to prevent a significant increase in turbidity outside
the area of construction or construction -related discharge. Erosion and sediment control practices must be
in full compliance with all specifications governing the proper design, installation and operation and
maintenance of such Best Management Practices in order to assure compliance with the appropriate
turbidity water quality standard.
a. The erosion and sediment control measures for the project must equal or exceed the proper design,
installation, operation and maintenance outlined in the most recent version of the North Carolina Sediment
and Erosion Control Planning and Design Manual. These devices shall be maintained on all construction
sites, borrow sites, and waste pile (spoil) projects, including contractor -owned or leased borrow pits
associated with the project_
b. For borrow pit sites, the erosion and sediment control measures must equal or exceed the proper
design, installation, operation and maintenance outlined in the most recent version of the North Carolina
Surface Mining Manual. The reclamation measures and implementation must comply with the
reclamation in accordance with the requirements of the Sedimentation Pollution Control Act.
2. There shall be no excavation from or waste disposal into jurisdictional wetlands or waters associated with
this permit without appropriate modification of this permit Should waste or borrow sites be located in
wetlands or stream, compensatory mitigation will be required since it is a direct impact from road
construction activities',
tom+ �..,Y ��a • � «I

3. No live or fresh concrete shall come into contact with waters of the state until the concrete has hardened.
4. All sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored after the Division of Land Resources
has released the project;
5. No additional compensatory mitigation is required as a result of this certification.
6. All stormwater runoff shall be directed to sheetflow through stream_ buffers at nonerosive velocities, unless
approved otherwise by this certification.
7. During the construction of the project, no staging of equipment of any kind is permitted in waters of the
U -S., or protected riparian buffers.
No changes to the horizontal or vertical placement of the stormwater outfall locations, the horizontal or
vertical placement of the culverts, the horizontal or vertical placement of bridges, the horizontal or vertical
placement of grassed swales, or the horizontal or vertical placement of open ditches is permitted without
written approval from the NC Division of Water Quality 401 Wetlands Unit_ In addition, no changes to
the flow spreader locations or designs, preformed scour hole locations or designs are permitted without
written approval from the NC Division of Water Quality 401 Wetlands Unit. Any request for changes to
the referenced items above will require submittal of a modification request, with seven copies, and
corresponding fees will need to be submitted to the North Carolina Division of Water Quality.
9. Riparian vegetation must be reestablished within the construction limits of the project by the end of the
growing season following completion of construction-
10.
onstruction10. The dimension, pattern and profile of the stream above and below the crossing should not be modified by
widening the stream channel or reducing the depth of the stream. Disturbed floodplain and streams
should be restored to natural geomorphic conditions.
11. Any riprap used must not interfere with thalweg performance and aquatic life passage during low flow
conditions.
12. All mechanized equipment operated near surface waters must be regularly inspected and maintained to
prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
13. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or adjacent to
surface waters is prohibited_
14. Pursuant to NCAC15A 2B.0233(6), sediment and erosion control devices shall not be placed in Zone 1 of
any Neuse Buffer without prior approval by the NCDWQ. At this time, the NCDWQ has approved no
sediment and erosion control devices in Zone I anywhere on this project. Moreover, sediment and erosion
control devices shall be allowed in Zone 2 of the buffers provided that Zone 1 is not compromised and that
discharge is released as diffuse flow.
15. The outside buffer, wetland or water boundary located within the construction corridor approved by this
authorization shall be clearly marked by orange fabric fencing prior to any land disturbing activities.
Impacts to areas within the fencing are prohibited unless otherwise authorized by this certification.
16. NCDOT, and its authorized agents, shall conduct its activities in a manner consistent with State water
quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water
Act) and any other appropriate requirements of State law and Federal law_ If DWQ determines that such

standards or laws are not being met (including the failure to sustain a designated or achieved use) or that
State or federal law is being violated, or that further conditions are necessary to assure compliance, DWQ
may reevaluate and modify this certification to include conditions appropriate to assure compliance with
such standards and requirements in accordance with 15A NCAC 2H.0507(d). Before modifying the
certification, DWQ_shall notify NCDOT and the US Army Corps of Engineers, provide public notice in
accordance with 15A NCAC 211.0503 and provide opportunity for public hearing in accordance with 15A
NCAC 2H.0504. Any new or revised conditions shall be provided to NCDOT in writing, shall be
provided to the United States Army Corps of Engineers for reference in any permit issued pursuant to
Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the project.
17. A copy of this Water Quality Certification shall be posted on the construction site at all times. In addition,
the Water Quality Certification (and all subsequent modifications, if any, shall be maintained with the
Division Engineer and the on-site project manager.
18. All other conditions written into previous Water Quality Certifications and Neuse River Riparian Buffer
Certifications for this project still apply.
Violations of any condition herein set forth shall result in revocation of this Certification and may result
in criminal and/or civil penalties. This Certification shall become null and void unless the above
conditions are made conditions of the Federal 404 and/or coastal Area Management Act Permit_ This
Certification shall expire upon expiration of the 404 or CAMA permit.
If this Certification is unacceptable to you have the right to an adjudicatory hearing upon written request within sixty
(60.) days following receipt of this Certification. This request must be in the form of a written petition conforming to
Chapter 150B of the North Caroli General Statutes and filed with the Office of Administrative. Hearings, P.O. Box
27447, Raleigh, N.C. 27611-7447. If modifications are made to an original Certification, you have the right to an
adjudicatory hearing on the modifications upon written request within sixty (60) days following receipt of the
Certification. Unless such demands are made, this Certification shall be final and binding.
This the 27t4 day of September 2004
DIVISION OF WATER QUALITY
i
Alan W. Klimek, P.E.
Director
Modification to WQC No. 3377
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Category of Comparison
Units
Wendell Falls Parkway
(Proposed Revised)
CAMPO Long Range
Transportation Plan
(Adopted Alignment)
Hybrid Alignment
Alignment Length
MI
7.16
7.07
7.16
Stream Crossings
#
3—
5
5
Stream Buffer Impacts
AC
1.11
1.68
1.96
Wetland Impacts
AC
5.41
6.01
5.41
Use of Existing Infrastructure
MI (LF)
0.76 (4029)
0-19(1003)
0.19 (1003)
Use of Existing Thoroughfare
LF
2000
1450
900
Use of Existing ROW
AC
9.66
2.13
1.62
Increase in Impervious Area
AC
43.35
44.06
44.62
Homes within ROW
#
3*
1
0
Homes within 29 of ROW
#
5
3
3
Impacted Farmland
AC
8.29
9.52
9.99
Impacts to Open Space Parcel
AC
0.00
7.88
7.88
The Developer has consulted with 2 of these owners in a effort to mitigate the impacts of the Richardson Road improvements. The Developer
has offered to relocate one house and has designed the alignment to avoid the second house for Phase I improvements, and has offered to
relocate the second house for Phase II improvements, at which time the road will be four-laned.
" The Developer proposes to span one of these crossings, which will result in zero -impact to the stream and buffer.

Rtct
°t`
JU�d � � 10p6
C a
North Carolina Department of Cultural Resources
State Historic Preservation Office
Pctcr B. Sandbcck, Administrator
Michael F. Hasley, Governor
Lisbeth C. I :vans, Secretary
.Jeffrey.). (sow, Deputy Secretary
June 9, 2006
Todd Preuninger
Withers & Ravenel
111 MacKenan Drive
Cary, NC 27511
Re: Wendell Falls Development, Wake County, ER 06-1325
Dear Mr. Preuninger:
Thank you for your letter of May 16, 2006, concerning the above project.
Office of Archives and I iistory
Division of Ilistorieal Resources
David Brook, Director
There are no known recorded archaeological sites within the project boundaries. However, the project area has
never been systematically surveyed to determine the location or significance of archaeological resources. There are
several areas within the 1200 -acre project boundaries that contain a high probability for the presence of Native
American and historic period archaeological sites. After the Army Corps of Engineers permit area is delineated,
please forward that information to us so we may recommend any necessary archaeological investigations to be
conducted prior to any ground disturbing activities.
The map that accompanied your letter shows the Richardson Farm as being located outside the project boundaries,
although earlier maps we examined for the project included this property. While it may not be eligible for listing in
the National Register of Historic Places for architecture, this nineteenth century farmstead may contain significant
archaeological resources. If the farmstead and the cemetery are part of this project and included within the permit
area, testing should be undertaken to determine the presence of such resources. The cemetery should be treated in
accordance with the provisions of North Carolina General Statutes Chapter 65 if it will be affected.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory
Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment, please
contact Renee Gledhill -Earley, environmental review coordinator, at 919/733-4763. In all future communication
concerning this project, please cite the above referenced tracking number.
S' cerely,
eter Sandbeck
cc: Monte Matthews, ACOE, Raleigh
Location Mailing Address Telephone/Fax
ADMINISTRATION 507 N. Blount Street, Raleigh NC 4617 Mail Senice Center, Raleigh NC 276944617 [phone]/7318653
RESTORATION 515 N. Blount Street, Raleigh NC 4617 Mail Sen -ice Center, Raleigh NC 276944617 [phone]/715-4801
SURVEY & PLANNING 515 N. Blount Street, Ralcigh, NC 4617 Mail Sen,ice Center, Raleigh NC 276944617 [phone]/7154801

0� WATER Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
co 7
> Alan W. Klimek, P.E. Director
Division of Water Quality
May 23, 2006
Todd Preuninger Ecrl
Withers & Ravenel
111 MacKenan Drive �AY 7t7Q�.
Cary, NC 27511 ItherS e
Rai, RRO 06-122
''County: Wake
BASIN:
Neuse X Tar -Pamlico
(15A NCAC 2B .0233) (15A NCAC 2B .0259)
NOV
Incident #
Project Name: Yeager Tract — Martin Pond Road
Buffer Determination X
Call
Location/Directions: Site is located on the west side of Martin Pond Road (NCSR 2503), north of Lake Myra in
Wendell.
Subject Stream: UTs to Lake Myra (Marks Creek)
Date of Determination: 5/4/06
Feature
Start Buffer
End Buffer
Stream
Appeal
Located
Located on
GPS Points (if provided)
Form
Call
on Soil
USGS
Survey
Topographic
A
Subject Throughout (Not
X
Contested
B
Subject Throughout (Not
X
X
Contested
C
Subject at Flag 4000
23.5
X
D
Not Subject
X
E
Subject Throughout (Not
X
X
Contested)
NOTES:
Features A, B and E are perennial throughout. Features C is perennial at "Start C Perennial" Flag. Feature
C modified (ditched) in past; perennial based on multiple fingernail clams, 1 caddistly larva.
This on-site determination shall expire five (S) years from the date of this letter. Landowners or affectedparties
that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing C/o Cyndi Karoly , DWQ Wetlands/401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an adjudicatory hearing. You must
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Internet: h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
Phone [phone] Customer Service
FAX [phone]
NoAhCarolina
Naturally

5/23/2006
Page 2 of 2
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60 -day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. 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, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
CC: File Copy
Central Files
DWQ Wetlands and Stormwater Branch
Teresa Piner — Town of Wendell
NorthCarolina
N191ura!!1,
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

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�ki W A TF9P Michael F. Easley, Governor
William G. Ross Jr., Secretary
co y North Carolina Department of Environment and Natural Resources
� r
Q —1 Alan W. Klimek, P.E. Director
of Water Quality
��ED
February 3, 2006
WZUUb
ithers
Ravenef
Mr. Todd Preuningeri�`t e 1
Withers & Ravenel
111 MacKenan Drive
Cary, NC 27511
NBRRO 05-270B
County: Wake
BASIN:
Neuse X Tar -Pamlico
(15A NCAC 2B.0233) (15A NCAC 2B .0259)
Complaint NOV - Buffer Determination X
Incident # Appeal Call
Project Name: _ Lake Myra Development - Wendell
Location/Directions: Site is located off SR 2502 and SR 2503 North of Lake Myra in Wendell.
Subiect Stream: UTS to Lake Mvra and Marks Creek
Date of Determination: 11/17/05 and 2/1/06
Start Buffer End Buffer
GPS Points (if provided)
Stream Appeal Located
Located on
[Fe;ature
Form Call on Soil
USGS
Not Subject
Survey
To ogra hic
Subject (Not Contested)
X
N Subject (Not Contested)
x
O Subject (Not Contested)
X
P Subject (Not Contested
X
— Marks Creek
X
X
Q Subject at Flag 421
R Not Subject
X
S Not Subject
X
T Not Subject
X
U Subject at Flag 651
X
V Subject Throughout
X
w Subject at Flag 787
X
X
X
N�i�e ,Carolin
7vatura!!y
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: h2o.enrstate.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

2/3/2006
Page 2 of 3
Feature
Start Buffer
GPS Points (if provided)
End Buffer
Stream
Form
Appeal
Call
Located
on Soil
Survey
Located on
USGS
Topographic
X
Not Subject
X
Y
Not Subject
X
Z
Subject (Not Contested)
X
AA
Subject (Not Contested)
X
X
BB
Not Subject
X
CC
Subject at Flag 822A
X
DD
Subject at Flag 952
X
EE
Not Subject
X
FF
Not Subject
X
HH
Not Subject
X
II
Subject Throughout
X
X
M
Subject at Flag 4A
X
KK
Subject at Flag 2A
- X
LL
Subject (Not Contested)
X
X
MM
Subject at Flag 3077A
X
NN
Not Subject
_
X
00
Subject (Not Contested)
X
NOTE: Features A through K evaluated by Michael Horan of DWQ on 10/14/05 (NBRRO #05-270 dated
November 17, 2005)
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the D WQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing c% Cyndi Karoly, , DWQ Wetl'ands/401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface waterfront the buffer rule may ask for an adjudicatory hearing. You must
act within 60 days of the date thatyou receive this letter. Applicants are hereby notified that the 60 -day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. 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, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
14o7ihCaroli)
Nlltll"145
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: h2o.enr.state.naus 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

2/3/2006
Page 3 of 3
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
CC: File Copy
Central Files
DWQ Wetlands and Stormwater Branch
DWQ NPS Compliance and Assistance Branch
Teresa Piner — Town of Wendell
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Internet: h2o.enr.state.naus 1628 Mail Service Center Raleigh, NC 27699-1628
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
Phone [phone] Customer Service
FAX [phone]
NorthCaroli
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F"V"t" , �1`1` ,

f WAr�
Michael F. Easley, Governor
9
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
tww�
Located
on Soil
Survey
Located on
USGS
Topographic
Alan W. Klimek, P.E. Director
OColleen
ins, Deputy Director
HDivislion
X
of Water Quality
B
November 17, 2005
NBRRO#05-270
County: Wake
Withers & Ravenel
C
C/o Todd Preuninger
1 l I MacKenan Dr.
-
Cary, NC 27511
Attn: Todd Preuninger
At flag 20
BASIN:
Neuse River X
Tar -Pamlico
(15A NCAC 2B.02-13)
(15A NCAC 2B .0259)
Complaint
NOV Buffer Determination X
Incident #
- Appeal Call
X
Project Name: Lake Myra Development Wendell Site
Location/Directions: located off of SR 2502 and SR 2503 North of Lake Myra
Subject Stream: UT to Lake Myra & UT to Marks Creek
Date of Determination: 10/14/05
Feature
Start Buffer
GPS Points (if
provided)
End Buffer
Stream
Form
Appeal
Call
Located
on Soil
Survey
Located on
USGS
Topographic
A
Subject
X
X
B
At flag 60.1
X
C
At flag 48
X
D
At flag 20
X
E
Not Subject
X
F
Not Subject
X
G
Not Subject
X
H
Not Subject
X
I
Not Subject
X
J
At flag 200
End at flag 350
X
J
Start back at flag
231
X
K
Not Subject
X
X
AZ
Raleigh Regional Office 1628 Mail Service Center MAD NR phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-877-623-6748

a_anc Ivlyla-vvcllUCll One!
11/17/2005
Page 2 of 2
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writingc o Cyndi Karoly, DWQ We 401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60 -day statutory
appeal time does not start until the affectedparty (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 150E of the North Carolina General Statutes to the Office of'Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully, \` ^
Michael Horan
Environmental Spec, I
CC: Byron Brady, Wake County Environmental Services, P.O. Box 550, Raleigh, NC 27602
Monte Matthews,US Army Corps of Engineers, Raleigh Regulatory Office
Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
File Copy
Central Files

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ENGINEERS 1 PLANNERS 1 SURVEYORS F- /^k `. ('% X 4 ♦ �,�'�ti'
111 MacKenan Drive Cary, North Carolina
lelephone: 919.469.3340
www.wM%emravenei.com C/
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ugh not flagged in the field all centerlines of
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