20051640 Ver 1_Complete File_20050829

005 16
August 26, 2005
S&EC Project # 8945.W3
To: US Army Corps of Engineers N.C. Division of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Jean Manuele Attn: Cyndi Karoly
1628 Mail Service Center 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27699-1628 Raleigh, NC 27604-2260
From: Jason Payne

Soil & Environmental Consultants, P.A. n f9 ? Lg 0Wo
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11010 Raven Ridge Road N
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Raleigh, NC 27614 A U G 2 9 2005
Re: Churchill Estates I 4
TER QUALITY
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Cary, NC WETL
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ORMWATERBRANCH
On behalf of the owner, W&W Partners, please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers
(USACE) and the N.C. Division of Water Quality (DWQ) that the activities proposed below may
proceed under Nationwide Permit 12 (for utility construction and General Water Quality
Certifications GC3374. Please contact me at [phone] if you have any questions or require
additional information.
PROJECT SUMMARY
Project Name Churchill Estates
Project Type Residential Subdivision Utility Sewer Line
Owner / Applicant W&W Partners
Count Wake
Nearest Town Ca
Waterbod Name UT Cam Branch
Basin / Sub-basin 03-04-02
Index Number 27-43-15-5
Class C
IMPACT SUMMARY
Stream Impact (acres): 0.003
Wetland Impact (acres): 0.089
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.092
Total Stream Impact (linear feet): 53
Attachments:
Pre-construction Notification (PCN) Application Form $200 Application Fee to DWQ
Agent Authorization Wetland data forms
DWQ Buffer Letter (NBRRO 05-014)
DWQ Buffer Letter (NBRRO 05-130)
Wake County GIS Site Vicinity Map
Figure 1, NC - USGS Map
Figure 2, Wake County NRCS Soil Survey Map
Preliminary Plans Summary
Impact Map
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP12
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information ? Mn /;:N
D
1. Owner/Applicant Information AUG 2 9 2005
Name: W&W Partners
Mailing Address: Attn: Kyle Ward DENR m WATER QUALITY
1000 Darrington Drive, Suite 105 WETUMS MD Cary, NC 27513
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jason Payne
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Pale ( of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Churchill Estates
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): 0760.86.5174
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number): Churchill Estates
Directions to site (include road numbers/names, landmarks, etc.):
The proposed subdivision is located on the south side of Ten Ten Road (SR1010),
approximately 2000' east from its intersection with Holly Springs Rd (SR 1152).
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.6862 ON 78.7729 °W
6. Property size (acres): ± 56.88 acres
7. Name of nearest receiving body of water: Camp Branch (27-43-15-5, C;NSW)
8. River Basin: Neuse River (03-04-02)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:
Page 2 of 9
The site is currently a mix of open hay-field and forest. Land use in the vicinity of this
site is primarily residential.
10. Describe the overall project in detail, including the type of equipment to be used:
The project consists of the construction of a residential sewer line that will service
the subdivision. In addition, the project also includes the construction of a residential
subdivision that will include approximately 111 single-family residential lots with
11.58 acres of open space. Equipment used will include those typical for land
clearing, grading, excavating, and general construction of a residential subdivision.
11. Explain the purpose of the proposed work:
The purpose of the proposed subdivision is to meet the need for housing in the area.
The impact resulting from sanitary sewer construction will connect the proposed
subdivision to an existing sanitary sewer west of the property.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
S&EC was retained by W & W Partners to provide a detailed wetland delineation on the
site. Following the delineation, S&EC met Mr. Eric Kulz of the NC-DWQ on-site to verify
the Neuse Buffers on the property. On 20 April, 3005, Mr. Jeff Zweber (of Gilleece &
Associates) and Mr. Al Goodrich (W&W Partners) met S&EC on-site to review a
proposed sewer alignment that had been staked in the field. At S&EC's request, the
sewer outfall was realigned to avoid impacts to a perennial stream and extensive
wetlands in the vicinity of the previous alignment. Upon realignment, S&EC returned to
the site to delineate the remaining, unavoidable wetland areas. In addition, Mr. Eric
Kulz of the NC-DWQ returned to the site to verify the applicability of the Neuse Buffer
Rules to streams in the vicinity of the proposed sewer alignment. Copies of both Neuse
Buffer letters are attached (NBRRO# 05-014 and NBRRO# 05-130). One stream
channel (UT to Camp Branch) and wetlands in the vicinity of the sewer alignment are
the only anticipated surface waters subject to 404 and 401 jurisdiction and the Neuse
Buffer Rules that will be impacted by the proposed development. Please contact us if
you would like to conduct a site visit.
V. Future Project Plans
Page 3 of 9
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
S&EC is not aware of any future permit requests anticipated for this property.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
The proposed impacts include the installation of a sanitary sewer. The Sewer Crossing
Impact will include the temporary excavation across wetlands and the streambed to
bury a sanitary sewer pipe.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and floodine.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
Impact A Temporary / Excavation Forested/Riparian No 95 0.089

Total Wetland Impact (acres) 0.089
3. List the total acreage (estimated) of all existing wetlands on the property: <1 acre
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
Page 4 of 9
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact ,
Intermittent I termittent or ? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
Impact B UT Camp Branch Temporary/Sewer Perennial 3 feet 53 0.003

Total Stream Impact (by length and acreage) 53 0.003
Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact acres : 0.003
Wetland Impact acres : 0.089
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.092
Total Stream Impact (linear feet): 53
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
Page 5 of 9
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed impacts to streams and wetlands are necessary to provide municipal
sewer to the proposed development. S&EC personnel conducted an onsite meeting
with the engineer, developer, and contractor to advise where wetlands existed in vicinity
of the original alignment. Upon reviewing the original alignment, the client relocated the
utility to avoid extensive wetland and stream impacts. The current alignment was
agreed upon by S&EC, the engineer, the developer, and the contractor as the best
alternative that minimizes impacts to jurisdictional areas while meeting slope
requirements for the gravity sewer. A memo of justification has been provided by the
engineer discussing the proposed impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
Page 6 of 9
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/stnngide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because the proposed impacts to the stream and wetlands are temporary, no
mitigation should be required.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional infonnation regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following infonnation:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
Page 7 of 9
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No El
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
SEWER CROSSING: IMPACT #2
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3,204 3 0
2 1,983 1.5 0
Total 5,187 0
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
It is anticipated that the percent impervious surface for the subdivision will be less than
20%.
Page 8 of 9
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The development will connect to an existing sanitary sewer system. The municipality
will ensure that this development does not exceed the available capacity of the facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
S&EC is not aware of any violations at this development.
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/AgAt's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
Hugh J. Gilleece,111 & Associates, P.A.
Consu fing Fneineerl
Date: 8/8/05
To: Whom It May Concern
From: Jeffrey Zweber
Re: Churchill Estates Sewer Outfall
875 Walnut Street, Suite 360
Cary, North Carolina 27511
[phone]
Fax [phone]
GjLI,EECELBe)1south.net
We would like to obtain approval from DENR and the Corps for a sewer outfall servicing
Churchill Estates, a 110 lot subdivision in Cary, NC. You will see that the plans show the sewer
outfall grossing a riparian buffer and impacting a wetland area.
During the preliminary design stage, we considered several possible routes for the gravity sewer.
After meeting onsite with Jason Payne of S&EC and discussing several of the possible routes we
arrived at the current alignment. Several constraints were considered to determine the present
alignment. Although the alignment is outside the buffer and avoids wetlands for the most part,
there are two areas that do not conform and need your approval. Some of the constraints
included;
• The steepness of the cross-slope located south of the creek prohibited construction of the
sewer line farther up the hill.
• Avoidance of the wetland area in the extreme southwest corner of the 57 acres Churchill
Estates tract.
• Avoidance of the tract of land that is south of Churchill Flutes. This tract is owned by a
homeowners association and contains their community well. Although routing across
this property may have been possible, we desired to be sensitive to the homeowners
concerns and avoid this parcel.
• Coordination with and avoidance of the petroleum pipeline.
o. Avoidance of existing structures located to the northwest of the stream Crossing,
® Soil & Environmental Consultants, iAA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandP,C.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: 1w L?-c
Address: oQ ov `z? T. ?ita? ??gh N •? ._?t?o7- - --
Phone:
Project Name/ Description: TLN / ??^? ?¢oPCRri __
Date: 11yq -
li-t
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current ro ert owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
sup -)lemental information in support of applications, etc. from this day forward. The _(O day of
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site. -wXJ-X-a J
&^l FF,sl,.,k)ua, ti-e
C??-V-Okj(A k.- Ml'lfe-? At,
j ? -Tc<..? L LL ? `Print Property Owner's Name Property wner's Signature
cc: Mr. John Dorney cc: Mr. Jason Payne
NCDENR - DWQ Soil & Environmental Consultants, PA
2321 Crabtree Boulevard
Raleigh, NC 27604 blank agent auth forn?.doc
Charlotte -Office-- Qreemhoro Office Iickoty C)ffice:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane,
Concord, NC 28025 Greensboro, NC 27455 T ylorsville, NC 28681
Phone: [phone] Phone,: [phone] Phone.: [phone]
? V 4A T? Michael F. Easley, Governor
Q A William G. Ross Jr., Secretary
\QC? PG North Carolina Department of Environment and Natural Resources
fq r Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
p Division of Water Quality
January 14, 2005
Mr. Jason Payne
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
BASIN:
Neuse River X
Xf(?-
Tar-Pamlico
NBRRO 05-014
County: Wake
(15A NCAC 2B .0233) (15A NCAC 2B .0259)
NOV Buffer Determination X
Incident #
Project Name: W & W Partners -1010 Road
Location/Directions: south side of 1010 Road, approx. 1,200 feet east of Holly Springs Road in Wake County.
Subject Stream: UT to Camp Creek
Date of Determination: 1/12/05
Feature Start Buffer
GPS Points (if provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
A Not Subject X
B Not Subject X
C Subject (Not
Contested X

Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628

phone [phone] Customer Service
facsimile (919) 5714718 1-877-623-6748
1/14/2005
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 writing c% Cyndi Karoly, DWQ Wetlands1401 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 ad judicatory 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 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 4041401 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 Offlce) at (919)-876-8441. 1
Res
ric eKulz 1
Environmental Spec.
CC: File Copy
Central Files
DWQ 401/Wetlands Office
Wake County

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Project Date: Ten-Ten Road Site Soil & Environmental Consultants, PA
Mgr.: TP 8/03/04 46 11010 Raven Ride Rd.- Ralei h NC 27614
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Wake County, NC [phone] • [phone]
Web Page: www.SandEC.com
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Project: Scale: Figure 2 - Soil Survey
8945.W1 1^:1320' Ten-Ten Road Site
Project Date: W & W Partners Soil & Environmental Consultants, PA
Mgr.; TP 8/03?oa
Wake County, NC 11010 Raven Ridge Rd.- Raleigh NC 27614
[phone] • [phone]
Wake County Soil Survey Web Page: www.SandEC.com
Sheet 76
??oF W A T ?9?G
6
O ?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
Division of Water Quality
May 24, 2005
Mr. Jason Payne
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
NBRRO 05-130
County: Wake
BASIN:
Neuse River X
(15A NCAC 2B .0233)
Incident #
Tar-Pamlico
(15A NCAC 2B .0259)
NOV
Project Name: 1010 Road Site Sewer Crossing - Car
Buffer Determination X
Call
Location/Directions: From the intersection of Holly Springs Road and 1010 Road SE on 1010 Road to first right
(Orchard Knoll Drive) into Orchard Knoll subdivision. Sewer is to cross perennial stream at rear of the last lots on
the south side of Orchard Knoll Drive.
Subject Stream: UT to Camp Branch
Date of Determination: 5/9/05
Feature Start Buffer End Buffer Stream Appeal Located Located on
GPS Points (if provided) Form Call on Soil USGS
A Subject* Survey Topographic
X X
*Note: Two parallel channels present from different sources (not braided stream). One channel shown on
maps. Northern channel is subject.
This on-site determination shall expire five (S) 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 writing do Cyndi Karoly, DWQ Wellands1401 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 ad judicatory 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 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
T 1rTA
Raleigh Regional Office 1628 Mail Service Center WDENR
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
5/24/2005
Page 2 of 2
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 ofAdmirristrative 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 airy 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 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Divis ion 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 401/Wetlands Office
Byron Brady - Wake County
Raleigh Regional Office
Water Quality Section
1628 Mail Service Center
Raleigh, NC 27699-1628
NCDENR
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
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--- -- - Ten-Ten Road Site Soil & Environmental Consultants, PA
Project Mgr.: Sewer 11010 Raven Ridge Rd.- Raleigh, NC 27614
Jason Payne W & W Partners [phone] ¦ [phone]
Scale: Wake County, NC I Web Page: www.SandEC.com
1" = 2,000' AV
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8945 w1Vo Figure 2 - Soil Survey Map
Ten-Ten Road Site Soil & Environmental Consultants, PA
Project Mgr.: Sewer 11010 Raven Ridge Rd.• Raleigh, NC 27614
Jason Payne W & W Partners [phone] • [phone]
Web Page: www.SandEC.com
Scale: Wake County, NC 1
1" = 1,320'
05/03/05 Wake County Soil Survey
Issued 1970; Sheet 76 f
Snil S Eb. u- eelal Ca.s.ltaets, PA \ ?
11010 I'- Flop R..d. R.kr(h, North Cahn. 2161.
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Project 8945 W2 or Sketch Map
Ten-Ten Road 4 Soil & Environmental Consultants, PA
Project Mgr W&W Partners 11010 Raven Ridge Rd.- Raleigh, NC 27614
JP [phone] • [phone]
---- Wake County, NC Web Page: www.SandEC.com
Scale:
1" = 300' f
11107/04 Prepared By: Jas
on Payne w_51
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ProjectC Scale: Figure 1- USGS Map
8945.W1 1":2000'
Project Date: Ten-Ten Road Site Soil & Environmental Consultants, PA
Mgr.: TP 8/03104 W & W Partners 11010 Raven Ridge Rd.- Raleigh' NC 27614
Wake County, NC [phone] • [phone]
Web Page: www.SandEC.com
Apex Quadrangle 1993
Project N: Scale:
$945.W1 1":1320'
Mgr.: 16/03/04
Figure 2 - Soil Survey
Ten-Ten Road Site
W & W Partners
Wake County, NC
Wake County Soil Survey
Sheet 76
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
A [phone] • [phone]
Web Page: www.SandEC.com
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Ten Ten Road S&EC # 8945.W2 Date: 10/29/04
Applicant/Owner: W & W Partners County: Wake
Investigator: Jason Payne State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Wetland
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: 15'S of 137
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Acer rubrum Tree FAC 8. Ilex opaca Tree FAC-
2. Vaccinium stamineum Shrub FACU 9 Smilax rotundifolia Vine FAC
3. _ Carpinus caroliniana Tree FAC 10.
4 Woodwardia areolata Herb OBL 11
5. Osmunda cinnamomea Herb FACW+ 12
6. Boehmeria cylindrica Herb FACW+ 13.
7. Lonicera japonica Vine FAC- 14
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 66%
Remarks:
IL_
11
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
Sediment Deposits
X Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: (in.) Water-Stained Leaves
_ Local Soil Survey Data
Depth to Free Water in Pit: (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: (in.)
Remarks: Wetland Hydrology Present
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Ten Ten Rd S&EC # 8945.W2 Plot ID: 15'S of 137
SOILS
Map Unit Name Drainage Class: Semi-Well Drained
(Series and Phase): CgC2 Cecil Gravely sandy loam Field Observations
Taxonomy (Subgroup): Typic Hapuldults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-8 A 10YR 3/1 Silt loam
8-12+ B 10YR 3/1 Sand loam
Hydric Soil Indicators:
_ Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Hydric Soils Present
IL-
.1
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? X Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? X Yes No X Yes No
Hydric Soils Present? X Yes No
Remarks:
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Ten Ten Road S&EC # 8945.W2 Date: 10/29/04
Applicant/Owner: W & W Partners County: Wake
Investigator: Jason Payne State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Upland
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: 30' N of 137
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Carpinus caroliniana Tree FAC 9.
2. lilex opaca Tree FAC- 10.
3. Liriodendron tulipifera Tree FAC 11.
4. Quercus albs Tree/Sapling FACU 12.
5. Pinus taeda Tree FAC 13.
6. Smilax rotundifolia Vine FAC 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 66%
Remarks: Hydrophytic Vegetation Present
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
_ Saturated in Upper 12 Inches
Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit: (in.) FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: (in.)
Remarks: Wetland Hydrology Absent
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: Tern Ten Road S&EC # 8945.W2 Plot ID: 30' N of 137
SOILS
Map Unit Name Drainage Class: Well Drained
(Series and Phase): CgB2 Cecil Gravely Sandy Loam Field Observations
Taxonomy (Subgroup): Typic Hapuldults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-4 A 10YR 4/3 Silt loam
4-12+ B 10YR 5/6 7.5YR 5/6 Fine/common/distinct Sandy clay
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks: Hydric Soils Absent
L-
11
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? X Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? Yes X No Yes X No
Hydric Soils Present? Yes X No
Remarks:
11 .1
O?O? WA T F9?G
r
O '<
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 20, 2005
DWQ Project # 05-1640
Wake County
Mr. Kyle Ward
W&W Partners
1000 Darrington Drive, Suite 105
Cary, NC 27513
Subject Property: Churchill Estates
Camp Branch [030402, 27-43-15-5, C, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Ward:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.089 acres of wetlands, 53 linear feet of streams and 5,187 square feet (ft)
(3,204 square feet of Zone 1, and 1,983 square feet of Zone 2) of protected Neuse River basin riparian
buffers for the purpose of connecting the proposed subdivision to an existing sanitary sewer west of the
property, as described within your application dated August 26, 20005, and received by the N.C. Division
of Water Quality (DWQ) on August 29, 2005. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Number(s) 3374 (GC3374). The
Certification(s) allows you to use Nationwide Permit(s) NW 12 when issued by the US Army Corps of
Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to
the protected riparian buffers per 15A NCAC 213 .0233. In addition, you should obtain or otherwise
comply with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control, and Non-discharge regulations. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us 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 conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
NQrthCarojina
401 Oversight/Express Review Permitting Unit QtIICQ ly
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/ 10% Post Consumer Paper
W&W Partners
Page 2 of 5
October 20, 2005
Amount Approved Units Plan Location or Reference
404/CAMA Wetlands 0.089 acres PCN page 4 of 9
Stream 53 linear feet PCN page 5 of 9
Buffers 5,187 (square ft. PCN page 8 of 9
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
3. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
C. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
4. 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 within six months of the date that the
Division of Land Resources has released the project;
5. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15A NCAC
2B .0233 and GC 3404;
6. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
W&W Partners
Page 3 of 5
October 20, 2005
7. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/newetlands. The text of the sample deed notification may be modified
as appropriate to suit to this project.
8. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 213 .0233. If you have
any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786.
Sincerely,
XAlan W. Klimek, P.E.
AWK/ijm
Enclosures: GC 3374
Certificate of Completion
W&W Partners
Page 4 of 5
October 20, 2005
cc: Jason Payne, Soil & Environmental Consultants, P.A., 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 051429GmniteFallsT-fare( Wake)401_NeuseBuffers
Staff Report
Project Num: 20051640 Version: 1 Status: Received
Name: Churchill Estates Project Type: Residential Subdivision
County: Wake Region: Raleigh
Location: Camp Branch NEU basin Cary
Latitude: +35°41'10" Longitude: -78°46'22"
SW Plan Location:
Owner: Ward, Kyle
Contact Person: Ward, Kyle
Inspection Date: 09/14/2005
Reason for Inspection: Routine
On-Site Representative(s):
Primary Inspector: Eric Kulz
Secondary Inspector(s):
Question Areas:
Site Visit
Inspection Summary:
Title: Phone: [phone] Ext.
Entry Time: 11:05 AM Exit Time: 11:30 AM
Inspection Type: Staff Report
Phone:
Page: 1
Project Num: 20051640 Owner: Ward, Kyle
Inspection Date: 09/14/2005 Inspection Type: Staff Report
Reason for Visit: Routine
Site Visit
Do impacts described in the application differ those seen in the field?
If yes, please describe differences:
Are the Intermittent/Perennial calls different in the application?
If yes, please describe differences, and how mitigation ratios are affected:
Are there additional impacts not described in the application?
If yes, please describe and quantify:
Were the impacts in place prior to the application for the 401 Certification?
Additional conditions recommended for the Certification:
Recommended project modifications:
Is this a modification request to an existing Certification?
Are there additional stromwater conditions that should be required due to the following classifications
Yes No NA NE
? ¦ ? ?
0 M 0 ?
¦ ? ? ?
0 0 0 0
? ¦ ? ?
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303(d)list, Class WS, NSW, ORW, HQW
Describe:
Is this a subdivision or otherwise part of a larger project?
If yes, what phase is this?
Are there prior impacts from prior phases?
If yes, what are the cumulative imacts for this project?
Possible secondary impacts noted:
Comment: 9/14/05 Sanitary sewer line crossing does not appear to be perpendicular (I believe it is outside 75-105
degrees). Also, no Information regarding whether diffuse flow is assured for retention pond discharge (no details
provided). EWK
¦ ? ? ?
Phase 1
? ¦ ? ?
Page: 2
Triage Check List
Day:
Projett Name:

DWQ#:
County:
To: ? ARO Kevin Barnett
? FRO Ken Averitte
? MRO Alan Johnson
? RRO 'ke Horan

From: J-:m

? WaRO Tom Steffens and Kyle Barnes
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
Telephone : (919)

The file attached. Is being forward4o . our for your evaluation.
Please call if you nee&a.is tance.
? Stream length impacted
? Stream determination `
? Wetland determination and distance to blue-line surface,.waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
comments:
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Lot 3 - 705 Cambridge Hall Loop
4 Bedroom / 3.5 Bath / Available September
Beautiful home with s acious downstairs owners
retreat, front porch wix stone accents, screen porch,
walla-up attic, and two-car garage
3170 sq. ft. / Amward Homes / $510,000
Lot 62 - 710 Cambridge Hall Loop
4 Bedroom / 3.5 Bath / Available October
Exquisite PARADE HOME; featurin full brick
veneer, wrap front porch and screen porch n rear
for optimal outdoor living. Spacious owners retreat!
3409 sq. ft. / Amward Homes / $589,900
Lot 78 - 401 Hanson Walla Lane
4 Bedroom / 3.5 Bath / Available Septemher
Full brick veneer situated on corner lot wrapped in
covered porches for outdoor living. Gourmet itchen
with granite counter toy, hea molding and custom
features throughout m e t us?ome a must see.
3696 sq. ft. / Amward Homes / $600,000
iurt - Model/Sales Center
ling September
ed rear porch leading to
als, 1 st floor guest, lus-
unfinished walle-up.
able September
ails inside and out. First
owners suite are just a
ft. / Amward Homes / $540,000
www.church-Mestatesinfo.com
Directions: From Cary, tape Kil" Farm Road south to left
on Ten Ten Road, continue past Holl Springs Road, and
Churchill Estates is on the right. Q

.a •rs „' d. v. t R.,: •t... "WIN r' *1 0 a, r t n r• a. .
V 7-- ,Kil CTEE K

enrexan erxx"xu+?x ruxuxnmwxm•,: .m„vnw.o-v"xwummw"wmn"w, ::uuw<wn
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ARE BETTER BUI LT & A SUPERIOR VALUE.
AND WE CAN PROVE IT.
Rldel,.+tt),r'r•1't,I)f. ci,a'11,,./`"t,, db /r?s r?;tr the f?°riz?>z7 tx?`4t»r?l? 1Vt???1 a?J'd'1#1tt'r4
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+rttxt, ,t'+'Yt.?t zr1a7?,ztivr.tir31`?; It :s:s1 ' 1AC."I rivt° Its the r'l1cra°rI trr c"rrV 1.11 ytc;r trjtt :l?tt tip
?7'191 }` is the 9Itl us/ sl)c r la c 1 rd1 r° 0199, lvl N?1. ty It the, `J l ? 'r lli/it , in E r.>0"t d r t cPe,1'y
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,fd/dv A'??/to',a'x'?'r,,',',i??rvv!'rr?.',,?F,•,vsx,!/?a?er;,:a.
Each home is designed with passion and crafted with
nothing but the finest premium materials, surpassing both
custom and production homes in every last detail.
•!?/ti d r i /d';?=,I A d'd'.i.!';A/?I??' {'..?A'l' i'.d'??d'.>?lr' ?'r i /„/.,.
A harmonious mix of 16 distinct architectural styles
creates a beautifully dynamic streetscape, where every
home has its own unique character.
Id' d{",''..
We have carefully recreated the traditional small-town
neighborhood from a simpler time, where you'll find a
genuine feeling of'home.
;''??°/ r fI k'4"..:y< .I"'d"M ,l.!?a'.:'r tl d /A'•A.i'/;iE .
R fight at thegeographical center of the Triangle, in Wake
County immediately adjacent. to RTP, with excellent
schools and public services.
' HOMES FROM TV] E $260's - $550's WWW.KITTSCREEK.COM

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I
K/TT:S CREEK 16333'KIT CREEK ROAD I MORRISVILLE, N C I 27.560 1 919.993.3377 1 Open Daily: Mon-Sat: 10 AM - 6I1M, Situ 1 I'M - 611M
t . ' Built and developed by ExperienceOne Homes, LLC. I wivtv.expcl-iencconchomes.com

NOT COMPLETE
1 Onslow Cottage
1304 Onslow Rd, Raleigh
MCCLURE AND ASSOCIATES INC
(919) 8784006 wwlik
Kentwood $498,500
'`
5 The Manor
5225 Newstead Manor Lane,
RALEIGHLOYD BUILDERS LLC
[phone] www.loydbulldws.com
Newstead Manor $1,299,000
9 Bordeaux
3005 Soaring Hawk Place, Cary
UPTON & CO., INC.
[phone] www.UptonandCo.com
Villas @ Greyhawk Landing $629,900
13 GrayHawk Manor
406 Broadwing Way, Cary
UPTON & CO., INC.
[phone] UptonandCo.com
Greyhawk Landing $735,500
17 The Catawba
326 Felspar Way, Cary
RALEY RESIDENTIAL INC.
[phone] wwKia"esichmildal.com
Stanton Place $719,900
2 The 'Slulla"
2640 Asher View Ct, Raleigh
BILL CLARK HOMES OF RALEIGH, LLC
[phone] ww
Bryarton Village $233,855
? 4 t
iml'41?fI,LJui?11) ,
10 The Stonybrook
2011 Greyhawk Place, Cary
BARON CUSTOM HOMES INC.
(919) 858-CM ww
Greyhawk Landing $908,900
14 The Gabrielle
404 Broadwing Way, Cary
RALEY RESIDENTIAL INC.
[phone] www.raMyresldential.com
Greyhawk Landing $839,900
18 Cobblefleld
336 Felspar Way, Cary
Youngquist Homes
1919) 481.1212 www.youngqu19Vwn mcom
Stanton Place $739,900
3 Chelsea Williamsburg
4733 Fielding Drive, Raleigh
TOLL BROTHERS, INC.
[phone] www.tollbrothers.com
The Oaks at Meadowridge $717,357
T

NOT COMPLETE
Hope's Joy ,
331 Cambridge Hall Loop, Cary
UPRIGHT BUILDERS, INC.
(919) 858 wwvAUprighf d dens com
Churchill Estates $825,000
'
11 Baileys House
3001 Greyhawk Place, Cary
HURST BUILT, INC.
[phone] www.hurstbuilt.com
Greyhawk Landing $925,000
15 Stanton Retreat
301 Felspar Way, Cary
UPTON & CO., INC.
[phone] UptonandCo.com
Stanton Place $724,900
4 This One Has It All
2500 Hunters Meadow Lane, Raleigh
HELTON HOMES INC
[phone] www.heltonhomes.net
Wyman Park $2,295,000
8 The Thames
710 Cambridge Hall Loop, Cary
AMWARD HOMES, INC.
(919) 3196162 www.amwardhonxm=m
Churchill Estates $589.900
\ T
61, 4
12 The GreyHawk
3003 GreyHawk Place, Cary
YOUNGOUIST HOMES
(919) 4600047 www.youngqulsftwm.com
Greyhawk Landing $989,000
BARON CUSTOM HOMES INC.
[phone]
www.baroncustomhomes.com
Stanton Place $781,500
?k
i
ui
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20 The Shiraz 1
109 Sonoma Valley Drive, Cary
A WAYNE MASSENGILL BUILDERS, INC.
[phone] Continued on page 24
deVintage $516,750
SOLD - NOT OPEN
19 The Bordeaux
204 Sonoma Valley Dr, Cary
WATKINS BUILDING INC.
[phone]
deVintage $469,750
6 Evan Manor
101 Tyne River Ct, Cary
WARDSON CONSTRUCTION INC.
[phone] www.wardson.com
Churchill Estates $679,000
NOT COMPLETE

SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of Water Quality
Tran # Invoice Type Date Reference
8058 0826051 Invoice 08/26/05 8945.W3
000562
Check Number: 562
Date: 08/26/05 Check Amt: $200.00
Balance Discount Pay Amount.
$200.00 $0.00 $200.00
AUG 2 9 2005
DENR. WATER QUALITY
WETLANDS AND STORMWATER BRANCH