20071552 Ver 2_Application_20081215

o-7 - 1552 V.-?,
•N•
:w E? BURDETTE LAND CONSULTING, INC.
10212 Creedmoor Road - Ralei-h, North Carolina 27615
Telephone [phone] - Fax ('919) 841-9909
S
LETTER OF TRANSMITTAL
To: Mr. Monte Matthews Date: December 15, 2008
US Army Corps of Engineers Project #:
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27615
60009
RE: Cooper Subdivision
We are sending the following items attached to this transmittal:
Copies Date Description
1 12/15/07 PCN Application
Remarks:
008
DENR - WATER QUALITY
TER BRANCH
Signed: Jennifer Burdette c: Ian McMillan - NCDWO (5 conies w/2 full-
sized sheets, CD, & $570 check)
John Harris, PE - Consulting Engineer

Office Use Only: Form Version March 08
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
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: 29
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 R R
1. Owner/Applicant Information tic: C 1 5 2008
Name: Contentnea Creek Development Company UNR WAT-p _
Mailing Address: Attn: Daniel Sullivan WETLANDS AND STORMWATER BRANCH
8502-202 Six Forks Road
Raleigh North Carolina 27615
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:[e-mail]
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: Jennifer A. Burdette
Company Affiliation: Burdette Land Consulting Inc.
Mailing Address: 10212 Creedmoor Road
Raleigh North Carolina 27615
Telephone Number: 919/841-9977 Fax Number: 919/841-9909
E-mail Address: [e-mail]
Page 1 of 1I
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: Cooper Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 9772-89-2400, 9772-89-4443, & 9772-89-4220
4. Location
County: Chatham Nearest Town: Pittsboro
Subdivision name (include phase/lot number): proposed Cooper Subdivision
Directions to site (include road numbers, landmarks, etc.): Take US Highway 64 west, turn
right onto Mt. Gilead Church Road and then right onto Hatley Road. The site is located on
the north side of Hatley Road (SR 1714) approximately 3200 feet east of Mt. Gilead Church
Road (SR 1700), near Lake Jordan in Chatham County, North Carolina.
5. Site coordinates (Lat/Long or decimal degrees): 35.7536363°N 79.0749348°W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
7. Name of nearest receiving body of water: Parker Creek
8. River Basin: Cape Fear
(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: The site consists primarily of mixed pine/hardwood forest
approximately 10-15 years old with farm house and few small pasture areas along Hatley
Road Figure 1 depicts the location of the property on the US Geological Survey (USGS)
Page 2 of 11
Merry Oaks and Farrington NC 7.5-minute quadrangle topographic maps Figure 2 shows
the location of the site on the applicable Chatham County Soil Survey map Land use in the
vicinity of the project consists of privately owned forestland residential subdivisions and
Jordan Lake/New Hope Game Land.
10. Describe the overall project in detail, including the type of equipment to be used: The
project involves construction of access roads necessary for residential subdivision
development. Single-family homes and individual septic systems would be constructed on
approximately 43 lots. Certain lots also require temporary impacts to stream channels for
installation of septic supply lines. An overall development plan (Figure 3A & 313) is
provided at 1"=100' on full-sized engineering Wans and at 1"=200' scale on 11x17 sized
maps. Insets A through J are also included to provide plan details for each proposed impact
at a 1"=30' scale and cross-sections of proposed road and driveway crossings Burdette Land
Consulting Inc. (BLC) used base maps provided by the project engineer Mr. John Harris
PE and added impact quantities to produce the attached set of maps Heavy equipment
typically used for road construction will be used to complete the project
11. Explain the purpose of the proposed work: The purpose of the project is to develop the 130-
acre property into a single-family, residential subdivision with approximately 43 lots
III. 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. BLC conducted a surface water and wetland delineation of the property
on February 10 and 15, 2006 On May 4 2006, Mr. Todd Tugwell of the USACE conducted a
site visit to verify the delineation Attached is a letter from the property owner indicating that
they do not request the USACE to evaluate the project usinl7 the Rapanos guidance Mr. Monte
Matthews of USACE also conducted an on-site intermittent/perennial determination for stream
channels with proposed impacts on August 23, 2007 Mr. Matthews' visit included a pedestrian
inspection of the stream channels and wetlands present at proposed road crossings and along the
Parkers Creek floodplain and its tributaries Mr. Matthews determined one of the tributaries of
Parkers Creek identified by BLC as jurisdictional was actually not jurisdictional due to
insufficient evidence of an ordinary high water mark but otherwise agreed with the delineation
and determinations of important aquatic function On April 7 2008, BLC had a meeting with
Lauren Witherspoon of NCDWO to distinguish between ephemeral intermittent and perennial
stream channels present on the site A copy of NCDWQ's documentation of her determinations
on the site is attached. A PCN application was submitted for this project on September 12, 2007,
but was withdrawn on September 20, 2007 due to project changes anticipated by the use of an
environmental assessment to reduce the impact of the proposed project A copy of the
environmental assessment submitted to Chatham Count will be available on their website and
Page 3 of 11
includes State Historic Preservation Office consultation and a rare species survey conducted for
the property. It is important to note that the NC Natural Heritage Program did not have records
of threatened or endangered species on the property. There are no previously issued permits for
this project or property.
IV. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
The proposed impacts represent all phases of the project, therefore, future permit requests are not
anticipated for this project
V. 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 consist of road
driveway, and septic supply line crossings of stream channels that dissect the property.
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,
orntaty ]ict ;-r tc l1TIP to hnth Qtnlrfi7rP nnrl flnndino
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
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
NA

Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: >1
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
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
Page 4 of 11
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 Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on ma) Before Impact (linear feet) (acres)
permanent
la UT to Parkers Ck culvert/riprap perennial 7 99 0.016
(road)
temporary riprap &
lb UT to Parkers Ck culvert perennial 6 34 0.005
(road)
permanent
2a UT to Parkers Ck culvert/riprap perennial 7 114 0.018
(road)
temporary riprap &
2b UT to Parkers Ck culvert perennial 7 24 0.004
(road)
permanent
3a UT to Parkers Ck culvert/riprap
(driveway intermittent 4 31 0.003
lot 38)
temporary riprap &
3b UT to Parkers Ck culvert
(driveway intermittent 4 5 0.0005
lot 38)
permanent
4a Parkers Ck culvert/riprap
(driveway lots 27 perennial 10 35 0.008
& 28)
temporary riprap &
4b Parkers Ck culvert
(driveway lots 27 perennial 10 6 0.001
& 28)
temporary
5 UT to Parkers Ck excavation
(septic line perennial 5 4 0.0005
lot 10)
temporary
6 UT to Parkers Ck excavation
(septic line intermittent 4 4 0.0004
lot 35)
temporary
7 UT to Parkers Ck excavation
(septic line perennial 4 4 0.0004
lot 33)
temporary
8 UT to Parkers Ck excavation
(septic line intermittent 4 12 0.001
lots 11,13,&14)
temporary
9 UT to Parkers Ck excavation
(septic line

perennial

4

4

0.0004
lot 15)
Page 5 of 11
temporary
10 UT to Parkers Ck excavation perennial 7 4 0.0006
(septic line
lot 16)
Total Stream Impact (by length and acreage) 380 0.059
5. 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, dred2in, flooding, drainage, bulkheads, etc.
Open Water Impact Name Waterbody Type of Waterbody Area of
Site Number
(if ap
applicable) ;) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma) ocean, etc.) (acres)
NA

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): 0.059
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.059
Total Stream Impact (linear feet):
Permanent = 279 LF; Temporary = 101 LF 380
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.
One isolated wetland depression approximately 3 feet in width and 39 feet in length is
located within a riparian buffer established for the project and would not be disturbed.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Current land use in the vicinity of the pond: NA
Size of watershed draining to pond: NA Expected pond surface area: NA
Page 6 of 11

VI. 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 project developers
requested a delineation of surface waters and wetlands on the each property earl in project
planning to facilitate avoidance of stream channels and wetlands At the request of Chatham
County, the developer retained BLC to complete an environmental assessment for the project
During this process, a substantial number of impacts to natural resources were avoided with
fewer lots, a redesigned road layout and county water service Seventeen lots were eliminated
from the project, which increased the average lot size from 2+ to 3+ acres The new road design
eliminates five stream crossings and works with the natural topography to minimize the amount
of cut and fill required for construction The developer also coordinated with the developer of
Parker Springs and the adjacent property to help them to avoid a stream channel impact
associated with their project. House and driveway placements were planned to avoid areas of
steep slope and riparian buffers and reduce the number of stream channel crossings. To
minimize impacts from unavoidable utility crossings, they were aligned perpendicular to the
channel.
Road, driveway, and septic supply line crossings of stream channels could not be avoided
completely due to the network of channels present on the site Several measures were
incorporated into the project in order to minimize the impact of these unavoidable crossings
Each crossing was designed to be perpendicular to the stream channel and adjusted to avoid
meandering sections of channel Roadway culverts were purposely over sized to reduce the fill
heights at crossings, which also decreased the linear footage _ of impact to the stream channel In
order to maintain aquatic life passage culverts were designed to be buried typically one foot into
the streambed to allow the re-establishment of streambed material inside the culvert. When a
road stub to the northern property line of the site became unnecessary due to the roadway plan
approved for the proposed Parker Springs subdivision imparts to Parkers Creek were minimized
by replacing the road crossing with a shared driveway for two lots This impact was further
minimized by designing the driveway on existing grade across the floodplain to avoid restricting
water flow during high water events
VII. 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
Page 7 of 1 I

necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or 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:/Ih2o.enr.state.nc.us/ncwet]ands/strmgide.litml.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The applicant avoided impacts to streams and wetlands where possible and minimized
stream channel impacts that were unavoidable to the maximum extent practicable. Riparian
buffers from 30 to 100-foot-wide will be maintained around ephemeral, intermittent, and
perennial stream channels present within the development in accordance with Chatham
Counts requirements and will serve as a permanent vegetative buffer to those stream
channels A total of 279 linear feet of stream channel would be permanently impacted by the
project Of this total 31 linear feet represents intermittent stream channel that does not
exhibit important aquatic function We request a waiver from the requirement for
compensatory mitigation from the USACE for this impact Therefore the total permanent
impacts for the project include 248 linear feet of perennial stream channel that exhibits
important aquatic function and 31 linear feet of intermittent stream channel that does not.
Because the applicant proposes greater than 150 linear feet of impacts to perennial stream
channel that exhibits important aquatic function BLC believes that compensatory mitigation
will be required for the Nationwide Permit and 401 Water Quality Certification. To mitigate
248 linear feet of permanent impacts to perennial streams at a 2 to 1 ratio the developer
proposes to pay compensatory mitigation and preserve the undisturbed stream channels,
wetlands and their associated buffers on the site Compensatory mitigation for restoration of
248 linear of stream channel would be paid to the NC Ecosystem Enhancement Program.
NCEEP's mitigation acceptance letter is attached Approximately 3,134 linear feet of
perennial stream channel would be preserved within a 100-foot riparian buffer.
Approximately 5,313 linear feet of intermittent and perennial stream channel and wetlands
would be preserved within a 50-foot buffer and 4,567 linear feet of ephemeral stream channel
within a 30-foot riparian buffer. These wetlands stream channels and their buffers would be
Page 8 of 11

preserved in their natural state in perpetuit through the USACE's standard preservation
language incorporated into the subdivision's restrictive covenants and recordation of a map
of these areas.
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 information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.ne.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page three and provide the following information:
Amount of stream mitigation requested (linear feet): 248
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
VIII. 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 ? P40
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 ?
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 ?
IX. 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
Page 9 of I I

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.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 NA 3 (2 for Catawba) NA
2 NA 1.5 NA
Total NA NA
* Zone 1 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.
X.
XI.
XII.
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 2B .0242 or .0244, or .0260. NA - Cape Fear River Basin
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. The existing impervious surface area on the
property consists of a farm house and its associated buildings. The impervious surface area
resulting from the project upon build-out is estimated to be approximately 8 percent. Riparian
buffers and vertical roadway grades established to avoid concentrating flow as much as possible
should protect surface waters and wetlands downstream from the property.
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.
Wastewater generated from each lot will be disposed of through individual septic systems
approved by Chatham County.
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
Page 10 of 11
XIII. 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.ne.us/ncwetlands. If no, please provide a short narrative description: The
project does include the expansion of county water service to the property. It is important to note
that the water line expansion would not impact stream channels or wetlands. Chatham County is
currently in the process of preparing stormwater requirements for developments within the
county which should prevent additional development from impacting nearby downstream water
aualitv.
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application. sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
d . ?ect, 1.21 , ?;- to
App?'y?ant/Agent's Signature ate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
An agent authorization form signed by a representative of the current property owner is attached.
Page 11 of 11
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GRAPHIC SCALE
1" = 2000' USGS LOCATION MAP
2000' 0 2000' COOPER SITE
JORDAN LAKE, CHATHAM COUNTY, NC
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MERRY OAKS AN

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GRAPHIC SCALE
V = 2000' N
CI IATHAM COUNTY SOIL SURVEY MAP
2000' D 2000' COOPER SITE
JORDAN LAKE, ('I IATFIAM COUNTY, NC
• DATE: 2/6/06 SOIL SURVEY SHI?I?:'I-(S):
•- BURDETTE LAND ' W ?E ? CONSULTING 1 INC. DRAWN BY: 'l'MQ CHK'D BY JAB
308-D W Mrllbrook Road, Suite 200 -Raleigh, North Carolina 27609
S Telephone [phone]- Fax [phone] PRO.IECT M: 60009
aJ
}
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
April 29, 2008
Burdette Land Consulting
10212 Creedmoor Road
Raleigh, NC 27615
IPRRO 08-028
County: Chatham
INTERMITTENT/PERENNIAL (UP) STREAM DETERMINATION
Project Name: Cooper Subdivision
Location/Directions: located north of Harvey Dickson Road
Subject Stream(s): UT to Parker Creek
Date of UP Determination(s): 4/7/2008
Feature I/P/E
call* Location of UP Point
(GPS Points and/or Flag) Notes/Basis for Call (Stream Form
Rating, Biol. Indicators, etc.).
A P Throughout
B P Throughout Caddisfly
C P Throughout Caddisfly
D UP Intermittent from off property to
perennial start, Perennial start to
Feature G
E E Throughout
F UP Intermittent - Int. Start to Start Per.
Perennial - Start Per.
G P Throughout
H P Throughout
I UP Intermittent - Start Int.
Perennial - Start Per.
J I Intermittent - Start Int.
Perennial - Start Per.
K E Throughout
L I/P Intermittent - Start Int.
Perennial -Start Per./Fla 173
M UP Intermittent - Start Int. Flag 197
Perennial - Start Per. Fla 191
* lnterm ittenVPerenniaUE phem a ral
N rthCarolina
lltlll""V//ff
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
4/29/08
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 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 Wetlands/401 Unit, 2321 Crabtree Blvd, Raleigh, NC
27604-2260. 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 fitture 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 Regttlatory Field Office) at (919)-876-8441.
Respectfully,
-1
4-7
Lauren C. Witherspoon
Environmental Senior Specialist
CC: DWQ-RRO Files
Central Files
DWQ 40lUnit
NorthCarolina
Naf/rrallff
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

1, q

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GRAPHIC SCALE
1" = 2000' USGS LOCATION MAP
2000' 0 2000' COOPER SITE
_ JORDAN LAKE, CHATHAM COUNTY, NC
•?•N ••? DATE: 2/6/06 USGS 7.5' TOPO QUAD(S):

L
C
w BU MERRY OAKS AND FARRINGTON, NC
RDETTE
AND
ONSULTING INC.
w e DRAWN BY: TMB CHK'D BY: JAB
309-D W N illbrook Road, Suite 200 -Raleigh, North Carolina 27609
Telephone [phone]-Fax [phone]
?••. S PROJECT M 60009 FIGURE #: 1

AR
i
WIRE
A
5 r
?L
?M

GRAPHIC SCALE
1" a 300'
300' 0 300' 600'
REVISED 8/31107: ADDED SITE LOCATIONS
7
N STREAM BUFFER EVALUATION 01
BURDETTE LAND CONSULTING, INC. _ COOPER SUBDIVISION bID
arolina 27609 COATEATNEA CREEK DEVELOPMENT CO
W 3o3D W Millhrook Road su to 200 -Kale gh, x0nh C
Telephone[phone]-Fax[phone] PITTSBORO, CHATHAM COUNTY, NC. as
El
--- 1.rv wv
?I?loa
1--
?, cossc?emT
PROGRAM
December 12, 2008
Daniel Sullivan
Contentinea Creek Development Co.
8502-202 Six. Forks Rd.
Raleigh, NC 27615
Project: Cooper Subdivision
Expiration of Acceptance: September 12, 2009
County: Chatham
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved You musf also eQmmply withal other state federal or local
This acceptance is valid for nine months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
table.
Impact
Credits
River
Basin CU
Location Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)
Cold Cool Warm Ri arian Non-Riparian Coastal Marsh
Cape Fear 03030002 0 0 300 0 0 0 0 0
Cape Fear 03030002 0 0 600 0 0 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the Memorandum of Understanding between the N.C. Department of Environment and Natural Resources and the
U.S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Valerie Mitchener at [phone].
Sincerely,
r 44t, L,4-
William D. Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Monte Mathews, USACE-Raleigh
Eric Kulz, NCDWQ-Raleigh
Jennifer Burdette, agent
File
R utOri;tg... ... PYDtEGtG?I? oUr Sta t&
L,
ALT
MUM
Vorth Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476/ www.neeep.net
Received 09 11 2007 16;39
Sep'll 07 04:37p Dan Sullivan 919-882-2341 p.l
G r r ?- :
' !:- 1 C -' T. 1 E,' 1 P ., ,.
September 11, 2007
Nh-. Monte Matthews
US Armv Corps ofEnoincers
6505 Calls of Ncuse Road, Suitc 1.20
Ralcigh, North Carolina 27615
RE: Cooper Tract
Pittsboro, Chatham County. NC
Comcninea Creek Dcvclopmcnt Company as the curtr-111 property owner of this project does not
request the Corps to evaluate our site using the Rapanos Guidance. Instead, we arc satisfied with
thc; delineation as reviewed and approved in the field by the Corps prior to 6/5/2007, and ask that
you sig n/approve the survey suhmitrcd to you ba.cd on that field review by your stafl7.
Specifically, Todd Tuuwell, conducted a field verification and evaluation of the delineation on
the site with our consultant, leis. Jennifer A. Burdette of Burdcltc Land Coaasulting, lac. on May
4, 2006. Tlmc copies of the "WCdand Surve_y- arc attached for your s.igfiwure, Please keep one
copy and return the other two si3ned conies for our records.
Sincerely,
Contentnea Creek Dcvclopment Company
ani.el T. Lrivan
Project -Manager
Att;Lchmenls

N
:.4v BURDETTE LAND CONSULTING, INC.
308-D W Millbrook Road, Suite 200 - Raleigh, North Carolina 27609
Telephone [phone] - Fax [phone]
S
AGENT AUTHORIZATION FORM
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, North Carolina 27615
North Carolina Division of Water Quality
Central Office
Mail Service Center 1650
Raleigh, North Carolina 27699
To Whom It May Concern:
By signing below, the current property owner gives representatives of Burdette Land
Consulting, Inc. permission to act as their authorized agent for jurisdictional and isolated waters
and riparian buffer determinations, delineation, and permitting for the subject project. This
authorization includes permission to enter the site to conduct site meetings with US Army Corps
of Engineers and NC Division of Water Quality personnel, as necessary.
Project Name: Cooper Tract
BLC Project #: 60009
Current Property Owner or Easement Holder:
Name: ?dn sl?ne-c Z2llexl- /1..???. ? Ae
(include contact person if a corporation, partnership, or government)
Mailing Address: ArPA vim/ S,4r Ba-r W
4?r--5 W Ae 07-?V15
Telephone: c/w ) AI-Af lJ

Signature
Fax: l!r¢) p?p 7 -7- $y/
7-27
Print Name (include title, if appropriate)
3laL
Date?-

(D
?00
00 ?
-rn
+00
Ln to
327
90
C
. V
..w
> w N LO POINT EL = 375.62
w N `n LO POINT STA = 18+13.57

\ 00
+ ?
00
PVI STA =
7+46.22
PVI ELEV = 16.89
` \ vi v A
D
= 0
93 167
1 0'
.
. . .
> m Existi g 30' K = 3 .00 ,----_-------_
0° Right Offset
?.
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\
0 ¢

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?\
Existing C/ mope)

i
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UU

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I

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Proposed
Road C/L '

3' M N

Existin g 30'
Left ffset -17 n

N

IGH POINT L
IGH POINT S

PVI ELEV
A. D.
12y K =
PI R 1
E #2A 88 L 7
48" (1ST B ARREL) .360
HAWA L %
--E
Inv In: 363.6' F IPE #213 88 LF 36" (2N BARREL)
Inv . Out: 361.11 0' CP W/HEAD ALL @2.95%
OU TLET PAD SH ALL BE I v. In: 364. 3'
36 LF AND 13" IN DIA. I v. Out: 36 .00'
NO TE: INVERTS REFLECT PIP BEING 6 LF AND 1 " IN DIA.
B M ED 12" LASS B OR1 RIPRAP @ 2" DEEP
N OTE: INVERT REFLECT PI PE BEING
URIED 12"
CM
? cq
0
C\j
?
00
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t
Oq
000 ?
N mo
d)
O® 00
c7 B rl:?p 0
0
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c7 t)
( ? (o
co (d r - 00 X
? 00 00 X
00
^ 00
to ? M c7 L? C
0 CO
00 16+00 17+00 18+00 19+00 20+
NOTE:
1.) PROFILE PROVIDED BY JOHN W. HARRIS P.E.,
CONSULTING ENGINEER.
• N• DATE: 12-02-08
BURDETTE LAND CONSULTIN
I JURISDICTIONAL IMPACT PROFILE MAP SCALE: AS NOTED
G
NC.
i '
w E COOPER SUBDIVISION DRAWN BY: TMB
10212 Creedmoor Road - Raleigh, North Carolina 27609 CHKD BY
JAB
PITTSBORO
C :
Telephone [phone]- Fax [phone]
% S ,
HATHAM COUNTY, NC PROJECT #: 60009
' INSET - A2
N
CUL
G SS\NG
op-
? IMPACT 2a& 2b
PERMANENT ST EAM CHANNEL
X114 LF/0.018AC 798 SQFT)
TEMPORARY ST M CHANNEL
= 24 'LF/0. (1 SQFT)
V21 E
N832
CHATHAM COUNTY RIPARIAN BUFFERS
ROADWAY LIMIT OF DISTURBANCE
S INDIVIDUAL SEPTIC SUPPLY LINES
JURISDICTIONAL WETLANDS
PERMANENT STREAM CHANNEL IMPACTS
TEMPORARY STREAM CHANNEL IMPACTS
RIP RAP
.N?
w E'• BURDETTE LAND CONSULTING, INC.
AND CONSULTING, INC10212 Creedmoor Road - Raleigh, North Carolina 27609
Telephone [phone]- Fax [phone]
S
NOTE:
1.) TAX PARCEL AND TOPOGRAPHIC LAYERS
OBTAINED FROM CHATHAM COUNTY GIS.
2.) SITE PLAN PROVIDED BY JOHN W. HARRIS P.E.,
CONSULTING ENGINEER.
3.) PROPERTY BOUNDARY AND STREAM SURVEY
PROVIDED BY VAN R. FINCH LAND SURVEYORS.
GRAPHIC SCALE
1"=30'
30' 0 30' 60'
JURISDICTIONAL IMPACT DETAIL MAP
COOPER SUBDIVISION
PITTSBORO, CHATHAM COUNTY, NC
DATE: 12-02-08
SCALE: V = 30'
DRAWN BY: TMB
CHKD BY: JAB
PROJECT #: 60009
INSET-BI

390
C
N
N (c)
N O
0c) 00
' 1
181.80
VC 40-
N
c
) LOW PORN ELEV = 37 00
°
- '?, o
co r7 LOW POINT STA = 22+ .
?
K.10
-
.'
w 00 PVI STA = 23+10.5 0 + --
"t
,.
-i8n

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N F V L-

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= 6
06

0
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w
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.
= 30.00 vi
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m

77

\
777
T Pr
3MIN
"
2 8 V& B
370
\ 2 GV& B
1 8' X 6" TEE
= 378. 9
20+11 72 Existing 30
3 =
9 8
67
Right Offset
P
. \
380.02
57 12"
00 T
360
P PE #3A 76 F 54" (1ST BARREL) PIPE 3B 76 LF 2" (2ND BA REL)
R --P W/HEAD LL @1.00% RCP /HEADWALL 1.00%
Ir v. In: 363 .41' Inv. I : 364.41'
Ir v. Out: 36 .65' Inv. 0 t: 363.65'
2 LF AND 1 IN DIA. 28 L AND 13" IN DIA.
C -ASS B OR1 RIPRAP @ 2 2" DEEP CLASS B OR1 RIP AP @ 22" D EEP
N OTE: INVERT REFLECT PI E BEING NOTE: INVERTS REF LECT PIPE B EING
B URIED 12" RAISE 24" FROM BOTTOM OF IPE 3A
n s Lq

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n
ch n
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00
co Pr)

co
21+00 22+00 23+00 24+00 25+00
NOTE:
1.) PROFILE PROVIDED BY JOHN W. HARRIS P.E.,
CONSULTING ENGINEER.
.•N•• DATE: ]2-02-08
BURDETTE LAND CONSULTING
I
w JURISDICTIONAL IMPACT PROFILE MAP SCALE: AS NOTED
,
NC.
E COOPER SUBDIVISION DRAWN BY: TMB
10212 Creedmoor Road - Raleigh North Carolina 27609 CHK'D

T
l
h
9
9 PITTSBORO CHATHAM C BY: JAB
e
ep
one (
1
) 841-9977- Fax [phone]
S OUNTY, NC PROJECT #: 60009
INSET - 132
LOT 38
400
390
380
0
d7
c
c'
a,
O'
0c
a,
rr;
PROPOSED 20' Right
DRIVEWAY
C/L

J ,

20' Left
Existing

--7'T
12'1 Centerline
PIPE #10 4 LF 42"
RCP W/HEA WALL @5.91
NOTE: PIPE SHALL BE
BURIED 12"

0) cV 00 Ln
O
O O
0) ?1-
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rn
V') V") ro to
0+00
1+00
2+00
o 00
ai rri
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r7
NOTE:
1.) PROFILE PROVIDED BY JOHN W. HARRIS P.E.,
CONSULTING ENGINEER.
• N.• DATE: 12-02-08
B URDETTE LAND CONSULTING INC. JURISDICTIONAL IMPACT PROFILE MAP SCALE: AS NOTED
w e ' COOPER SUBDIVISION DRAWN BY: T1vTB
10212 Creedmoor Road - Raleigh, North Carolina 27609 PITTSBORO CHATHAM COUNTY, NC CHK'D BY: JAB
Telephone [phone]-Fax [phone] > > PROJECT #: 60009
S.
INSET - C2
O

5
0
8
IMPACT 4
ERMANENT STREAM CHANNEL
LF/0.008AC (350 SQFT)
TE ORARY STREAM CHANNEL
= 6 L1=/ 01AC (60 SQFT)

CHATHAM COUNTY RIPARIAN BUFFERS
ROADWAY LIMIT OF DISTURBANCE
S-
INDIVIDUAL SEPTIC SUPPLY LINES
JURISDICTIONAL WETLANDS
PERMANENT STREAM CHANNEL IMPACTS
0
TEMPORARY STREAM CHANNEL IMPACTS
RIP RAP
•N?
w e 13URDETTE LAND CONSULTING, INC.
10212 Creedmoor Road - Raleigh, North Carolina 27609
Telephone [phone]- Fax [phone]
S.
NOTE:
1.) TAX PARCEL AND TOPOGRAPHIC LAYERS
OBTAINED FROM CHATHAM COUNTY GIS.
2.) SITE PLAN PROVIDED BY JOHN W. HARRIS P.E
CONSULTING ENGINEER.
3.) PROPERTY BOUNDARY AND STREAM SURVEY
PROVIDED BY VAN R. FINCH LAND SURVEYORS.
GRAPHIC SCALE
1"=30'
30' 0 30' 60'
DATE: 12-02-08
JURISDICTIONAL IMPACT DETAIL MAP SCALE: 1 ° = 30'
COOPER SUBDIVISION DRAWN BY: TMB
PITTSBORO
CHATHAM COU CHK'D BY:
JAB
,
NTY, NC PR
OJECT
PCT #: 60009
INSET - DI
Lot 27 and Lot 28
360
350
340
00
O
O
M
c
Qc
M
O
t.?
M

,
,
,
\ PROPOSED
DRIVEWAY ,
C/L

? 20' Right 20' Left

i
Existin
_ _ Centerline
12"
PIPE #9 6 LF 42"
RCP W/H ADWALL @1.! -)2%
NOTE: PIP SHALL BE
BURIED 11 -"

d 0) d N rn
`-
? O O
M N to
r M M r? r?
0+00
1+00
2+00
3+00

o o
M M M M

d I? N O tC) t17 d-
O O N to (
6
Ln
M Lo
M Lf)
M L0
M
M .
M
i
NOTE:
1.) PROFILE PROVIDED BY JOHN W. HARRIS P.E.,
CONSULTING ENGINEER.
•N?
w E'i BURDETTE LAND CONSULTING, INC.
10212 Creedmoor Road - Raleigh, North Carolina 27609
Telephone [phone]- Fax [phone]
s.
JURISDICTIONAL IMPACT PROFILE MAP
COOPER SUBDIVISION
PITTSBORO, CHATHAM COUNTY, NC
DATE: 12-02-08
SCALE: AS NOTEI
DRAWN BY: TMB
CHKD BY: JAB
PROJECT #: 60009
INSET - D2
467.813
80° 6

IMPA?
TEM
k4LF
5

ST AM HANN
.C (2 SQF )
CHATHAM COUNTY RIPARIAN BUFFERS
ROADWAY LIMIT OF DISTURBANCE
S INDIVIDUAL SEPTIC SUPPLY LINES
JURISDICTIONAL WETLANDS

PERMANENT STREAM CHANNEL IMPACTS

S
NOTE:
1.) TAX PARCEL AND TOPOGRAPHIC LAYERS
OBTAINED FROM CHATHAM COUNTY GIS.
2.) SITE PLAN PROVIDED BY JOHN W. HARRIS P.E
CONSULTING ENGINEER.
3.) PROPERTY BOUNDARY AND STREAM SURVEY
PROVIDED BY VAN R. FINCH LAND SURVEYORS.
TEMPORARY STREAM CHANNEL IMPACTS GRAPHIC SCALE
1"-30'
RIP RAP
•N•
i.w E•i BURDETTE LAND CONSULTING, INC.
10212 Creedmoor Road - Raleigh, North Carolina 27609
Telephone [phone]- Fax [phone]
s
30' 0 30' 60'
DATE: 12-02-08
JURISDICTIONAL IMPACT DETAIL MAP SCALE: I" = 30'
COOPER SUBDIVISION DRAWN BY: TMB
CHKD
OJEROJEBY: JAB
PITTSBORO, CHATHAM COUNTY, NC PR
PCT #:60009
INSET-E
o?
I M PAC
TEIO
LF

RY ST
04AC
0
3
m
0
0
0
z

CHATHAM COUNTY RIPARIAN BUFFERS
ROADWAY LIMIT OF DISTURBANCE
S INDIVIDUAL SEPTIC SUPPLY LINES
JURISDICTIONAL WETLANDS
PERMANENT STREAM CHANNEL IMPACTS
.N?
w E ; BURDETTE LAND CONSULTING, INC.
10212 Creedmoor Road - Raleigh, North Carolina 27609
Telephone [phone]- Fax [phone]
s

Ln
m
NOTE:
1.) TAX PARCEL AND TOPOGRAPHIC LAYERS
OBTAINED FROM CHATHAM COUNTY GIS.
2.) SITE PLAN PROVIDED BY JOHN W. HARRIS P.E
CONSULTING ENGINEER.
3.) PROPERTY BOUNDARY AND STREAM SURVEY
PROVIDED BY VAN R. FINCH LAND SURVEYORS.
TEMPORARY STREAM CHANNEL IMPACTS GRAPHIC SCALE
7"=30'
30' 0 30' 60'
RIP RAP
DATE: 12-02-08
JURISDICTIONAL IMPACT DETAIL MAP SCALE: 1"=30'
COOPER SUBDIVISION DRAWN BY: TMB
J
BY:
PITTSBORO, CHATHAM COUNTY, NC cHICV
PROJECT T #: 600
0009
INSET - F
N
N
II
CHANNE
40??
N

21"E
z

Z
ui
M PACT 7
TEMPORARY
= 4 LF/0.0004i

X22'
o

-REAM CHANNEL
(16 SQFT)
-? CHATHAM COUNTY RIPARIAN BUFFERS
ROADWAY LIMIT OF DISTURBANCE
- S-
INDIVIDUAL SEPTIC SUPPLY LINES
JURISDICTIONAL WETLANDS
PERMANENT STREAM CHANNEL IMPACTS
TEMPORARY STREAM CHANNEL IMPACTS

RIP RAP
N?
w E'; BURDETTE LAND CONSULTING, INC.
10212 Creedmoor Road - Raleigh, North Carolina 27609
. S • Telephone [phone]- Fax [phone]
NOTE:
1.) TAX PARCEL AND TOPOGRAPHIC LAYERS
OBTAINED FROM CHATHAM COUNTY GIS.
2.) SITE PLAN PROVIDED BY JOHN W. HARRIS P.E
CONSULTING ENGINEER.
3.) PROPERTY BOUNDARY AND STREAM SURVEY
PROVIDED BY VAN R. FINCH LAND SURVEYORS.
GRAPHIC SCALE
V. = 30'
30' 0 30' 60'
JURISDICTIONAL IMPACT DETAIL MAP
COOPER SUBDIVISION
PITTSBORO, CHATHAM COUNTY, NC
DATE: 12-02-08
SCALE: V= 30'
DRAWN BY: TMB
CHK'D BY: JAB
PROJECT #: 60009
INSET - G
S
0
I M PACT 8
MPORARY-,TF EAM CHANNEL
= 1_ _F/0 001 AC (48 SQFT)
r--I
O
o,
0j
CHATHAM COUNTY RIPARIAN BUFFERS
IMP
TEN
r- /1
ROADWAY LIMIT OF DISTURBANCE
S INDIVIDUAL SEPTIC SUPPLY LINES
JURISDICTIONAL WETLANDS

•N?
w : BURDETTE LAND CONSULTING, INC.
10212 Creedmoor Road - Raleigh, North Carolina 27609
Telephone [phone]-Fax [phone]
S
PERMANENT STREAM CHANNEL IMPACTS

DATE: 12-02-08
JURISDICTIONAL IMPACT DETAIL MAP SCALE: V=30'
COOPER SUBDIVISION DRAWN BY: TMB
PITTSBORO
CHATHAM J
,
COUNTY, NC PROJECT T #: 60000 09
PROJECT
INSET - H
S --
NOTE:
1.) TAX PARCEL AND TOPOGRAPHIC LAYERS
OBTAINED FROM CHATHAM COUNTY GIS.
2.) SITE PLAN PROVIDED BY JOHN W. HARRIS P.E
CONSULTING ENGINEER.
3.) PROPERTY BOUNDARY AND STREAM SURVEY
PROVIDED BY VAN R. FINCH LAND SURVEYORS.
TEMPORARY STREAM CHANNEL IMPACTS GRAPHIC SCALE
1"=30'
30' 0 30' 60'
RIP RAP
N
IM ACT 9
TE PORA STREAM CH AN
= LF/0.00 4 (16 SOFT)
i
i
i
S i
NEIL
V

6'? T
0?'

CHATHAM COUNTY RIPARIAN BUFFERS
ROADWAY LIMIT OF DISTURBANCE
S INDIVIDUAL SEPTIC SUPPLY LINES
JURISDICTIONAL WETLANDS
PERMANENT STREAM CHANNEL IMPACTS
NOTE:
1.) TAX PARCEL AND TOPOGRAPHIC LAYERS
OBTAINED FROM CHATHAM COUNTY GIS.
2.) SITE PLAN PROVIDED BY JOHN W. HARRIS P.E
CONSULTING ENGINEER.
3.) PROPERTY BOUNDARY AND STREAM SURVEY
PROVIDED BY VAN R. FINCH LAND SURVEYORS.
cl?A

01
TEMPORARY STREAM CHANNEL IMPACTS GRAPHIC SCALE
V. = 30'
Pgm 30' 0 30' 60'
RIP RAP
N?
w E'; BURDETTE LAND CONSULTIN
G, INC.
10212 Creedmoor Road - Raleigh, North Carolina 27609
Telephone [phone]- Fax [phone]
S
DATE: 12-02-08
JURISDICTIONAL IMPACT DETAIL MAP SCALE: I"= 30'
COOPER SUBDIVISION DRAWN BY: TMB
PITTSBORO, CHATHAM COUNTY, NC CHKD BY: JAB
PROJECT #: 60009
INSET - I