20061161 Ver 2_401 Application_20061206

KELLER ENVIRONMENTAL
ENVIRONMENTAL CONSULTANTS
7921 Haymarket Lane, Raleigh, NC
[phone]
Fax [phone]
Q Lp - ~ ~ l0 1 IJe.T~ ~
To: NC Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Staff
2321 Crabtree Boulevard
Suite 250
Raleigh, North Carolina 27604-2260
Re: Cobblestone Subdivision PCN Submittal
Franklin County, North Carolina
DWQ Project # 2006-1161
December 6, 2006
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On behalf of the applicant, Monte Perry, please find attached a complete application and supplemental information
requesting written concurrence from the United States Army Corps of Engineers (COE) and the North Carolina Division of
Water Quality (DWQ) that the activities proposed below may precede utilizing Nationwide Permit 39. We are requesting to
place culverts, headwalls, and dissipaters in 100 linear feet of intermittent stream for the purpose of building Cobblestone
Way. 15 low-density homesites are also proposed for this subdivision. These proposed impacts are contained in the
attached packet of information.
PROJECT SUMMARY
Project Name COBBLESTONE
Project T e SUBDIVISION
Owner / A licant Monte Per
Count Franklin
Nearest Town Youn sville
Waterbod Name UT to Little River
Basin /Sub-basin Neuse 03-04-06
Index Number 27-57- 1
Class WS-II; HOW; NSW
IMPACT SUMMARY
Stream Im act acres 0.02 acres
Neuse River Buffer Im acts acres 0.12 acres
Wetland Im acts acres 0.04
Total Im act to Waters of the State acres 0.06
Total Stream Im act linear feet 100 linear feet
Please contact me at [phone] (office) or [phone] (cell) or iayCa~kellerenvironmental.com if you have any
questions or require any additional information.
Sincerely,
KELLER ENVIRONMENTAL, LLC

Jay Keller
Principal
Attachments:
$200 Check for Application Fee
Pre-Construction Notification (PCN) Application Form
DWQ letters
Agent Authorization
Cobblestone Subdivision Site Plans
US Army Corps of Engineers Notification of Jurisdictional Determination & Wetland Map
Wetland Delineation Report (9 pages); includes Franklin County Soil Survey, USGS Topo, & GIS Map
Level Spreader Worksheets (4)
Level Spreader Operation & Maintenance Agreement
„~iV~C~
MFG 7 ZQ06

Office Use Only: Form Version March 05
USACE Action ID No. 200620267 DWQ No. 2006-1161 l~ a..
(If any particular item is not appl~cabie to tn~s project, please enter i~oi t~ppucaoi~ ,u~ ~ R~'n .~
r ~ -p-
t
I. Processing rF ~^~~~
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: 39
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 he~n~ D
D ~ u ~~
II. Applicant Information
~~ ~ ~ ~~~~
Owner/Applicant Information ill
Name: Mr. Monte Perr t± +~~ ~~ ~-.
Mailing Address: Four Winds Devel~ment• 1304 Paddock Drive• ire -•103
Raleigh NC 27609
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: mperry~a~premarketdeals.com
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: Jay Keller
Company Affiliation: Keller Environmental
Mailing Address: 7921 Haymarket Lane
Raleigh NC 27615
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: jayna kellerenvironmental com
Page 5 of 12

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Cobblestone Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Onl}~):
3. Property Identification Number (Tax PIN): 1861-89-2286
4. Location
County: Franklin Nearest Town: Youngsville
Subdivision name (include phase/lot number): Cobblestone
Directions to site (include road numbers/names, landmarks, etc.): Site is located -~- 2.5 miles
east of Youngsville on Tarboro Road (SR 1100) between Moores Pond Road (SR 1106) and
Mays Crossroads (SR 1105).
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): 35.9980 °N 78.4300 °W
6. Property size (acres): 17.56 Acres
7. Name of nearest receiving body of water: Little River
River Basin: Neuse
(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: Site comprised of forests and open areas. An Intermittent
Stream starts at the eastern property line and flows to the west. Adiacent land uses include
residential forested and agricultural areas
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used: One
road crossing is proposed to access upland areas at the rear of the property.
Utilities include sewer and water Equipment to be used includes trackhoes,
bulldozers and other land grading equipment
11. Explain the purpose of the proposed work: The proposed impacts to the stream area
will be necessary to complete the subdivision thus sustaining the development of
the proposed residential area
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. Previous requests for Nationwide Permit 39 and its accompanying
General Certificate 3402 was requested on July 17 2006. Additional requests from NCDWQ
were received on August 4 & October 5 2006 All information originally submitted to the US
Army Corps of Engineers was verbally confirmed and no further information was requested.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. 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.
Page 7 of 12

1. Provide a written description of the proposed impacts: Permanent impacts to streams
totaling 100 linear feet are anticipated for this project. Impacts to the stream include
two 50 linear feet HDPE culverts headwalls and a 40 linear feet dissipater pad.
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,
..,.+,.1., 1:,,+ : .,..+~ .a„o to tenth etrnrtnra and flnnrlina

Wetland Impact
~ Site Number
(~dicate on map)

Type of Impact T e of Wetland
yp
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
Cobblestone Way Fill and Culverts Freshwater Marsh no 0 0.04

Total Wetland Impact (acres) 0.04
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
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
meet ha inrlnrlerl Tn ralr.nlate acrPaae multiply length X width. then dlvlde bV 43,$6.
Stream Impact
Number
(indicate on ma)
Stream Name v
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)
UT To Little River culverts Intermittent 10 100 0.02

Total Stream Impact (by length and acreage) 100 0.02
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
4;11 nvn~]..otlnn ilra~rtinrt flnnrlinct rlra,naaP h„1khParlc P.t[
_,
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
Page 8 of 12

6. List the cumulative im act to all Waters of the U.S. resulting from the project:
8
Stream Impact (acres): 0.02
Wetland Impact (acres): 0.04
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.02
Total Stream Impact (linear feet): 100
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.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
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 Cobblestone
Way road crossing was strategically placed upstream of a large wetland and the stream's
transition .point to perennial It was also placed perpendicularly to the stream and headwalls
_were utilized to minimize stream and buffer impacts The culverts will be placed I-foot below
the stream bed in accordance to best mana eg_ment practices (BMP's) to allow aquatic passage.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on 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
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/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The proposed protect should not be required to provide mitigation for the proposed impacts.
This is due the efforts of the developer's team to avoid jurisdictional areas to the maximum
extent possible -
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.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): n/a
Amount of buffer mitigation requested (square feet): n/a
Amount of Riparian wetland mitigation requested (acres): n/a
Amount ofNon-riparian wetland mitigation requested (acres): n/a
Amount of Coastal wetland mitigation requested (acres): n/a
Page 10 of 12

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 aNEPA/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 ^
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 2B .0233
(Meuse), 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.
Zone* Impact
(s uare feet) Multiplier Required
Miti ation
1 3,300 3 (2 for Catawba) 9900
2 2,200 1.5 3300
Total 5,500 13,200
* 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.
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. Riparian buffer mitigation is not required.
Page I l of 12

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. Total acreage 17 56 Acres Impervious areas: existing-0; proposed-2.018
Acres 2 018 Ac/17 56 Ac = 11 49% Proposed impervious surfaces include: total roads: 1.14
Acres houses 1 250 SF per lot Deck/Patio 200 SF per lot Driveway & Walks: 1.100 SF per
lot Since this project is within the Little River Watershed we have discussed our project with
the State Stormwater Permitting Unit (Bradley Bennett) Franklin County will be administering
the stormwater permitting for this item It is our understandina While under constructions
temporaN custom sedimentation basins will be installed outside of the wetlands and streams to
protect them against sedimentation along with other appropriate sedimentation and erosion
control measures in compliance with the DWQ and Franklin County Sedimentation and Erosion
Control requirements Best Management Practices such as curb-less streets,_ will be
incorporated to alleviate concentrated stormwater runoff.
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.
Sewa e from each lot will be treated by individual on-site septic systems.
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
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 sho~~t 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).
,,m `' Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

QF wArF9 Michael F. Easley, Governor
Q
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Willi
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r.,
am
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o
North Carolina Department of Environment and Natural Resources
© .~. Alan W. Klimek, P.E. Director
Division of Water Quality
August 1, 2006
DWQ Project # 06-1161
Franklin County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Michael Jones
Four Winds Development
1304 Paddock Drive, Suite F-103
Raleigh, NC 27609
Subject Property: Cobblestone Subdivision
Ut to Little River [030406, 27-57-(1), WSII, HQW, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Jones:
On July 17, 2006, the Division of Water Quality (DWQ) received your application dated July 17,
2006, to impact 95 linear feet of intermittent stream and 3,300 square feet (ft2) of protected Zone
1 Neuse River basin riparian buffer and 2,200 square feet (ft2) of protected Zone 2 Neuse River
basin riparian buffer to construct the proposed residential subdivision. The DWQ has
determined that your application was incomplete and/or provided inaccurate information as
discussed below. The DWQ will require additional information in order to process your
application to impact protected wetlands and/or streams on the subject property. Therefore,
unless we receive five copies of the additional information requested below, we will have to
move toward denial of your application as required by 15A NCAC 2H .0506 and will place this
project on hold as incomplete until we receive this additional information. Please provide the
following information so that we may continue to review your project.
Additional Information Requested:
1. Please specify the percent of project imperviousness area based on estimated built-out
conditions and provide an inventory of all impervious surfaces (building footprints,
roads, driveways, decks, sidewalks, gravel-covered areas, etc.). Specifically, please
demonstrate how you calculated the project imperviousness area to be 12 percent, bearing
in mind that the designated "open spaces" should no be included in performing these
calculations.
2. Your project is located in a Water Supply watershed II (WSII), High Quality Waters
(HQW) and Nutrient Sensitive Waters (NSW) watershed. As such, you will need to
401 OversighUExpress Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: http://www.ncwaterquality.org
No thCarolina
~aturallr~
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Four Winds Development
Page 2 of 2
August 1, 2006
apply for a State Stormwater Permit with the North Carolina State Stormwater Permitting
Unit. If the project imperviousness area exceeds 12 percent, you will need to utilize
constructed wetlands for your stormwater BMP.
3. Please indicate the diffuse flow provision measures on the site plan. If you choose to
utilize level spreaders as your diffuse flow devices, please provide the level spreader
worksheets which correspond with the diffuse flow provision measures on the site plan.
Additionally, please provide a signed and notarized Operations and Maintenance
agreement for the level spreaders.
Please contact the DWQ within three weeks of the date of this letter to verify that you have
received this letter and that you remain interested in continuing to pursue permitting of your
project and will be providing the DWQ the requested information at a later date. Please contact
me in writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian
McMillan at 919-733-1786 if you have any questions regarding or would like to set up a meeting
to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting
Unit
CBK/ijm
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Jay Keller, Keller Environmental, 124 Waiters Way, Youngsville, NC 27596
Filename: 061161 CobblestoneSD(Frankl in)On_Hold

a~oF W A r~gQG Michael F. Easley, Governor
.y William G. Ross Jr., Secretary
r- North Carolina Department of Environment and Natural Resources
CZ ^(' Alan W. Klimek, P.E. Director
Division of Water Quality
October 2, 2006
DWQ Project # 2006-1161
Franklin County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Michael Jones
Four Winds Development
1304 Paddock Drive, Suite F-103
Raleigh, NC 27609
Subject Property: Cobblestone Subdivision
UT to Little River [030406, 27-57-(1), WSII, HQW, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Jones:
On July 17, 2006, the Division of Water Quality (DWQ) received your application dated July 17, 2006
with additional information received on September 25, 2006, to impact 95 linear feet of intermittent
stream and 3,300 square feet (ft2) of protected Zone 1 Neuse River basin riparian buffer and 2,200 square
feet (ft2) of protected Zone 2 Neuse River basin riparian buffer to construct the proposed residential
subdivision. The DWQ has determined that your application was still incomplete and/or provided
inaccurate information as discussed below. The DWQ will require additional information in order to
process your application to impact protected wetlands and/or streams on the subject property. Since this
project was put on hold for additional information on August ], 2006 and your response did not address
all of our questions, we are returning your application. If you want to carry out the proposed impacts,
you will need to reapply and pay the 401 Certification fee again. Please be sure to address the
information specifically requested previously, and repeated herein. If you want to reapply, please provide
the following information so that we may review your project.
Additional Information Previously Requested That Was Not Adequately Addressed:
DWQ requested to have the imperviousness specified for your project. Stating the project
imperviousness won't exceed 12 percent does not adequately address this question. You were
instructed to supply an inventory of all the impervious surfaces (building footprints, roads,
driveways, decks, sidewalks, gravel-covered areas, etc.)
DWQ requested for you to indicate the diffuse flow provision measures on the site plan. Keep in
mind that the nitrogen removal is a completely separate issue from diffuse flow.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
401 OversighUExpress Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] /Internet: httn://h2o.encstate.nc.us/ncwetlands
NorthCarolina
Naturally
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Four Winds Development
Page 2 of 2
October 2, 2006
authorized (at this time) by the DWQ. Please call Cyndi Karoly or Amy Chapman at 919-733-1786 if
you have any questions regarding this matter.
Sincerely,
Cyndi B. Karoly, Supervisor
401 Oversight/Express Review Unit
CBK/asc
Enclosures:
cc: DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
Jay Keller, Keller Environmental, 124 Waiters Way, Youngsville, NC 27596
File Copy
Central Files
Filename: 061161CobblestoneSubdivision(Franklin)Retum application

KELLE`R ENVIRONMENTAL
ENVIRONMENTAL CONSULTANTS
7921 Haymarket Lane, Raleigh, NC
(919}844-7437
Fax [phone]
AGENT AUTH4RlZATION FARM
Name: M me Perrv
Address: 1304 Paddock Drive Suite F-103
City, State, Zip Raleigh, NC 27609
Phone, 19191' 954-8383
.Project Name/Description:. Cobblestone Subdivision
date: Decernber4 2Q06'
To: US Army Corps of Engineers
Raleigh Regulatory Office
Attn: Staff.
6508 Falls of the Neuse Road
Suite 120
Raleigh, North Carolina 27615
NC Division of Water Quality
401 Oversight and. Express Permits Unit
Attn: Staff
2321 Crabtree Boulevard
Suite 250
Raleigh, North Carolina 27604-2260
To tiNhom It May Concern:
As a representative. concerning the subject site, I do hereby authorize and give
peri•nission for Keller Environmental to represent. or act as agent on my behalf and allow
the COE or any other regulatory agency to go on the property with an Keller
Environmental representative for such purposes as necessary to pertorm the job tasks.
Monte Perry .._,L.
Print Property Owner's Name Property Owne ' S
Jay Keller
Keller .Environmental, LLC
Preliminary Wetland & Stream Assessments~Jurisdictionai Wetland gelineations-Neuse & Tar R+ver Stream Buffer
Evals & Coordination~401/404 Water Quality Permitting'Stream & Wetland Restoration~Threatened & Endangered
Species Surveys-~Benthic Macroinvertebrate SampiingwPhase 1-1V Environmental Site Assessments~Tree Surveys

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 200620267 County: Franklin U.S.G.S. Quad: Rolesville
Property Owner/Agent:
Address:
Telephone No.:
Property description:
NOTIFICATION OF JURISDICTIONAL DETERMINATION
BMJ Consulting
Attn: Mr. Mike Jones
100 Richmond Place
Youn~sville, NC 27596
[phone]
Size (acres) 15.75 Nearest Town Youn~sville
Nearest Waterway UT to the Little River River Basin Neuse
USGS HUC 03020201 Coordinates N 35.998 W 78.430
Location description Tarboro Road Subdivision, near Zachary Lane, southwest of SR 1100 (Tarboro Road), as
shown on the submitted drawings.
Indicate Which of the Following Apply:
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331).
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination maybe relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your project area delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters of the U.S. including wetland on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on December 5, 2005. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination maybe relied upon for a period not to exceed five years from the date of this
notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC, at [phone] to determine
their requirements.
Page 1 of 2

Action ID. 200620267
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Eric Alsmever at 19191 876-8441, ext. 23.
Basis For Determination: The study area contains a stream channel of an unnamed tributary of the Little River, a
Remarks:
Corps Regulatory Official:
Date 01/06/2006
~:C~~,
Copy furnished (with drawings)
Expiration Date 01/06/2011
Delineations Plus
ATTN: Mr. Jonathan Hopkins
PO Box 3097
Chapel Hill, NC 27515-3097
Page 2 of 2

NOTIFICATION OF ADMINISTRATIVE:APP~EAL OPTIONS~AND PROCESS AND
RE VEST FOR APPEAL
Applicant: BMJ Consulting, LLC; Tarboro File Number: 200620267 Date: 01/06/2006
Road Subdivision, near Zachary Lane, southwest
of SR 1100 arboro Road
At tached is: See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter of ermission) A
PROFFERED PERMIT (Standard Permit or Letter of ermission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I -The following identifies your rights and. options regarding an administrative appeal of the above
decision. Additional information maybe found at http://www.usace.arrny.mil/inet/functons/cw/ceewo/reg or
Co s re lations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you
may request that the permit be modified accordingly. You must complete Section II of this form and return
the form to the district engineer. Your objections must be received by the district engineer within 60 days of
the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your
letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your
concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having
determined that the permit should be issued as previously written. After evaluating your objections, the
district en ineer will send ou a roffered ermit for our reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and
conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal
Process by completing Section II of this form and sending the form to the division engineer. This form must
be received b the division en ineer within 60 da s of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
must be received b the division en ineer within 60 da s of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division en ineer within 60 da s of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.

SECTION II - RE U$ST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is alread in the administrative record.
-POINT OF CONTACT FOR UESTIONS OR INFORMATION:
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
Eric Alsmeyer Mr. Michael Bell, Administrative Appeal Review Officer
Raleigh Regulatory Field Office CESAD-ET-CO-R
US Army Corps of Engineers U.S. Army Corps of Engineers, South Atlantic Division
6508 Falls of the Neuse Road, Suite 120 60 Forsyth Street, Room 9M15
Ralei h, North Carolina 27615 Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investi ations.
Date: Telephone number:
Si nature of a ellant or a ent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490

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THIS CERTIFIES-THAT THIS COPY OF .THIS PLAT ACCURAI
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ON THIS:DATE. UNLESS THERE. IS A CHANGE. IN THE:LAII
~ THIS DETERMINATION,O~' SECTION 404 JURISDICTION MALI
~ TO EXCEED FIVE YEARS FROIA THIS- DATE. THE DETERAIIt~
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I JONATHAN F. MURPHY,.HEREBY CERTIFY THAT THIS SURVEY WAS
DRAWN UNDER iJlf SUPERVISION FROq`AN ACTUAt SURVEY MADE
UNDER MY SUPERYIISION; THAT THIS MAP DOES NOT REPRESENT A
BOUNDARY SURVEY,;AND`IS NOT FOR RECORDATION.. WITNESS MY
ORI tINAE'S ._NAT RE, RE ISTRATION NUt~I6ER, AND SEAL THISDAY
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6308 J. Rictard Drive [phone]
Roleiph NC 27817-4801 FAX [phone]
N 818978.30
E 2167536.72
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SUBJECT TO
DELINEATIONS PLUS
CERTIFIED DELINEATION
8308 J. RICHARD DRIVE SUITE #104
RALEIGH. NC 27617-4601
9 -

T$ THE BOUNDARY OF THE.
MINED BY THE. UNDERSIGNED
UBLISHED REGULATIONS,
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L- 1 S68.49'03"E 79.52'
L- 2 N21'10'01"E 60.53' RALEIGHREGULATORYFIELDOFFIC
L- 3 S44.58'28"E 109.24'
Al N(y) 818954 B1 N(y) 818900
E(x) 2168058 E(x) 2168051
A2 N(y) 818923
Etx) 2168002 62 N(y) 818909
E(x) 2168023
A3 Nty) 818921
E(x) 2187957 83 N(y> 818900
A4 N(y) 818956 E(x) 2167975
E(x) 2167881
A5 Nty) 818942 64 N(y) 818898
E(x) 2167832 E(x) 2167938
A6 N(y) 818942 65 N(y> 818892
E(x) 2167762 E(x) 2167899
A7 N(y) 818930
E(x) 2167709 B8 N(y) 818898
E(x.) 2167853
A8 N(y) 818926
E(x) 21.67656 87 Nty) 818901
E(x) 2167794
A9 N(y) 818931
E(x) 2167597
B8 N(y3 818888
A10 N(y) 818953 E(x) 2167732
E(x) 2167543

A11
N(y)
818949 E/I TRANS. N(y) 818909
E(x) 2168175
E(x) 2167522
DP1 N(y) 818933
E(x) 2167905
DP2 N(y) 818984
E(x) 2167851
ETNDS DELINEATION PST ~
-PREPARED FOR-
EDENS ENGINEERING
ACRES '~~UNGSVILLE TWSP. FRANKLIN CO.,NC
i PERENNIAL, AUGUST 2005 SCALE 1 "=200'
2~ 0 ,00 200 ,~
BAR GRAPHI inch = 200 ft.
DRAWING FILE NAME: PERRYWET.dwg
EI
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• ~.

Delineations Plus
Wetland & Stream Delineation Jonathan J• Hopkins
Mapping & Consulting President
6308 7. Richard Dr. Suite 104 Phoae: [phone]
Raleigh, NC 27613 Fax: [phone]
WETLAND DELINEATION REPORT
TARBORO RD. - ZACHERY LANE PROJECT, YOUNGSVII.,LE, NC
For BMJ Consulting, LLC.
10/18/05
Executive Summary
At the request of Mr. Jarrod Edens, of Edens Engineering, in the interests of BMJ Consulting
LLC, I investigated the Tarboro Rd -Zachery Lane project site for the presence of wetlands & streams
jurisdictional to either the US Army Corps of Engineers, or to NC Division of Water Quality (DWQ). The
Zachery Rd. Project is located off Tarboro Rd, a short distance east from Youngsville, Franklin County,
NC. This property is referenced by PIN # 1861-89-2286, at the end of a private drive named Zachery
Lane. The size of the project site is about 15.75 acres, and is located on the USGS topographic
quadrangle Rolesville (35078h4, 1967; photo revised 1973) and is also shown on the Franklin County Soil
Survey, Rolesville quadrangle, sheet #13. Directions to the site are included in the Initial Conditions
section, below.
The Zachery Lane project is a single family residential development consisting of about 18 lots
accessed from Tarboro Rd. Much of the property was once under cultivation and is now a mixture of
forest stands, abandoned fields, & meadows with one stream feature that is shown on the soil survey, but
not on the USGS map. The stream feature (Feature A) enters the property over the eastern property line
and exits the property near the western property line near the southwestern property corner.
Jurisdictional wetlands were identified on this property. Delineations Plus performed a Wetland &
Stream Jurisdictional Determination (JD) & a Wetland Delineation & Stream Delineation on this property.
Delineation fieldwork began on July 14, 2005 and ended on July 16, 2005. The principal investigator was
Mr. Jonathan J. Hopkins, MPP.
The Wetland Delineation discovered one jurisdictional wetland bordering Feature A. Feature A
has been modified by either beaver or human activity and the wetland surrounds the stream (pond) that has
developed at the downstream end of Feature A. This jurisdictional wetland was flagged (lime & white).
Feature A was also delineated and was classified as intermittent from upstream of where it enters the
property, through its entire length across the property.
The DWQ officer inspected Feature A and hung a orange flag with black stripes to mark the
beginning of the Neuse River buffer zone jurisdiction at the eastern property line. Thus Feature A will
require buffers on its entire length. However, the two existing drainage ditches that join Feature A are not
subject to the buffer rules.
The Corps officer also claimed jurisdiction over Feature A from the property line west
(downstream). He signed off on the wetland flags- hung by Delineations Plus with no corrections. The
Corps officer did not claim jurisdiction over the two drainage ditches.
As always, final authority over jurisdictional wetland delineations, stream delineations and impact
analysis rests with the Army Corps of Engineers (USAGE) pursuant to the provisions of Section 404 of
the Clean Water Act. Final authority over water quality issues, Neuse River buffer rules & stream calls
rests with the NC Division of Water Quality (DWQ) pursuant to Section 401 of the Clean Water Act &
15A NCAC 02B.0233.

Scope of Work
Delineations Plus performed a Wetland & Stream Jurisdictional Determination (JD) & a Wetland
Delineation & Stream Delineation on this property. The JD consists of a pedestrian investigation of the
property to identify areas that would probably be jurisdictional to either the Corps, DWQ, or both. If
areas with wetland or stream characteristics are discovered on site, then a Wetland Delineation is
performed. The Wetland Delineation consists of a pedestrian investigation of the property to identify
areas that meet the hydrological, hydrophytic vegetation, and hydric soils criteria of a wetland as defined
in the 1987 USACE Wetland Delineation Manual. Those areas that show positive criteria indicators for
wetlands in all three categories are considered jurisdictional wetlands. These jurisdictional wetlands are
then flagged.
In this delineation, Feature A comes on the property from the east, at a place where the property
line is flagged & visible. Feature A exits the property by the southwestern corner. Hence all of Feature A
from one property line to the other property line is within the scope of this investigation. Other drainage
features, and potential wetlands, on the whole property were investigated. Thus, the limits of evaluation
for this report are the property boundaries.
Methodology
The JD and the Wetland Delineation were done following procedures and criteria in the 1987
USACE Wetland Delineation Manual. The Franklin County Soil Survey (1994), and the Franklin County
List of Hydric Soils were considered in this analysis. Both the soil survey and the USGS Rolesville
topographic quadrangle were used to locate and verify streams on the property. Vegetation analysis was
done using the US Fish & Wildlife Service 1988 Region 2 Plant List. The National Wetland Inventory
(NWI) map for this area was also used in this analysis. No wells or piezometers were installed.
Data points were determined wetland or upland according to Wetland indicators listed in the 1987
Manual. Each data point was examined for positive wetland indicators in each of three critical categories:
hydrophytic vegetation, hydrology, and hydric soils. If a positive indicator was observed among the
criteria listed in each category, then the category was considered satisfied. A data point was designated as
a jurisdictional wetland only if it showed positive indicators in all three categories.
When a data point was determined to be a jurisdictional wetland, the boundaries were flagged in
sequentially numbered flags. Boundaries were determined using reducing conditions, general topography,
micro-topography, and both gradual and abrupt vegetation community changes.
Initial Conditions
General Location & Terrain
The Zachery Lane project site is located behind the property bordering Tarboro Rd that is accessed
by Zachery Lane. At the end of Zachery Lane there are two properties, a single family home to the left
and a trailer to the right. The project site borders these properties to the west & south. The property is
roughly rectangular, with a triangular point at it's southern end (see property sketch), with an acreage of
about 15.75 acres. All property boundaries are flagged at the corners. The eastern property line is
flagged it's whole length, and the western line is associated with a thin tree line and a fallow agricultural
field to the west. The property is shown on the USGS topographic quadrangle Rolesville (35078h4,
1967; photo revised 1973); and also on the Franklin County Soil Survey, sheet #13. The Franklin County
PIN # of this property is 1861-89-2286.
From I-40 take I-540 E to exit 16, Capital Blvd. US 1 N, and take US 1 north. Perry Creek Rd.
joins US 1 about 2.1 miles north and you take a right onto Perry Creek Rd. Take Perry Creek Rd. to US
401 (Louisburg Rd.) And turn left onto US 401. Follow US 401 through Rolesville and past the county
line to Sid Eaves Rd (SR 1101) and take a left onto Sid Eaves Rd. Take Sid Eaves Rd to Tarboro Rd (SR
1100) and take a left onto Tarboro Rd. Follow Tarboro Rd past Moores Pond Rd. past Murphy Rd (on
-2-

the right), past Cherry Laurel Rd (left) to Zachery Lane, about 400 feet past Cherry Laurel Rd. Go down
Zachery Lane to its end where the project site begins.
This property is mostly upland area north & south of Feature A, which cuts diagonally across the
southern half of the property. The southern upland is relatively undisturbed climax forest. The northern
upland area is mixed forest, meadow, and previously farmed areas. The topography is moderately sloped
going down to Feature A on both sides. The southern slopes are steeper that the northern. The existing
wetland borders Feature A on both sides on its western end. This end of Feature A is ponded -due to
either human or beaver modification. The drainage ditches feed Feature A about where the wetland
begins.
Local Hydrology
This site is in the Neuse River basin. Feature A is an unnamed tributary of Little River, north of
Moores Pond. Feature A feeds a pond to its west, but has no ponds upstream of it. This feature is not
shown on the USGS map, but is shown on the Franklin County Soil Survey. The Stream Delineation
classified Feature A as intermittent in its upstream channel and clearly perennial in its downstream channel
(from about halfway .across the property). Thus all of Feature A is jurisdictional to the Neuse River Buffer
Rules (15ANCAC 02B.0233). In addition, the Corps claimed jurisdiction over it's entire run on this
property. Wetland A borders Feature A starting about where the drainage ditches join that feature. The
downstream area of Wetland A includes the beaver pond that exists on the western end of the property.
Precipitation
Precipitation data for this location came from two sources: The National Resource Conservation
Service (MRCS) WETS Station, Louisburg, NC5123, and from The National Weather Service (NWS)
form F-6 for Raleigh-Durham International Airport, NC, from January 2005 through August 2005. Data
was used to gain a general understanding of the climate effects on wetlands in this area, both current and
historical.
The WETS Station report monthly averages reveal that the wettest parts of the normal year here is
during January, March, May, and then July through September. Each of these months, on average, has
greater than 4.12" of rain during the month, over the years on record (1971 - 2000). The five remaining
months of the year have less than 3.73" per month during a normal year. The probability is 40% that this
area will have between 40.56" and 51.59" annually.
For this site, the time period assoc~~ted with a 50% probability that the air temperature is >_28° F is
from 04/06 until 10/28. That makes the growing season here 205 days long. For regulatory purposes, 5%
of this growing season is 10.25 days. During a normal year, wetlands should be saturated to the surface
during the wet season . Jurisdictional wetlands at this site should be saturated to the surface for 10.25
consecutive days of the growing season during a normal year.
The NWS F-6 reveals that rainfall has been below normal this year from January 2005 through
March 2005. April rainfall was slightly above average; while May & June were below average. July had
well above average precipitation (+ 3.3 5 ") while August was slightly above average (+ 0.12). The total
rainfall for this year through August has been 26.71 ", which is below average by 2.89". Therefore, to
date, this year has been drier than normal. Thus, the wetland boundaries flagged in the field may be under-
estimations of the boundaries during a normal year.
Soils
Soils series in this area were mapped in the Franklin County Soil Survey (1994). Field work was
done during 1993. This property is shown on Sheet #13, in the center north, along the edge. The soil
series mapped on this property, within the limits of evaluation, are listed on the following chart:
Symbol Subgroup & Family Series Phase
IIeB Aquic Hapludults Helena sandy loam 2 to 6% slopes
VaB Typic Hapludults Vance sandy loam 2 to 6% slopes
One of these soil series, the Helena sandy loam; is listed on the Franklin County List of Hydric
Soils. None of the data points confirmed ±he existence of this soil series.
-3-

Plant Communities
Plant communities were identified using Classification of the Natural Communities of North
Carolina.• Third Approximation (Schafale & Weakley, 1990).
Wetland Delineation
Data points were determined wetland or upland according to Wetland Indicators listed in the 1987
Manual. Data points were chosen based on hydrology indicators listed in the 1987 USACE Wetland
Delineation Manual. Then vegetation analysis was done using both the 1987 USACE Wetland Delineation
Manual & the US Fish & Wildlife Service 1988 Region 1 Plant List. If hydrophytic vegetation was
present, then soil characteristics were considered. Hydric soil criteria that showed positive indicators on
this site were 44.e: reducing conditions and 44.£ soil colors. A data point was designated as a
jurisdictional wetland only if it satisfied at least one criteria in all three categories (hydrophytic vegetation,
hydrology, and hydric soils). If the data point contained positive indicators in all three categories then it's
boundaries were determined using reducing conditions, general topography, micro-topography, and
vegetation community changes.
Although part of this property is in mapped hydric soils (Franklin County Hydric soils list), the
NWI map for this area shows no wetland features on this property. The Jurisdictional Determination,
however, indicated that wetlands were present. The Wetland Delineation located Wetland A on the
western half of Feature A, bordering Feature A. This wetland occurs where the topography of the
northern uplands, after coming down a long gradual slope, drops sharply and then flattens out before it
ends in the ponded region of Feature A. The southern uplands fall more steeply as they come to Feature
A from the south, then they too take a final drop, ending in a shelf, and end at Feature A.
Wetland Hydrology
Hydrology of the wetlands on this site is a combination of precipitation runoff from about 20 acres
of upland, ponded conditions due to alterations by either man or beaver, and groundwater close to the
surface of the final shelf of land before the stream (pond) begins. Wetland A had a seasonal high water
table (SHWT) of about'/2" bgs. at Data Point 1, with water in the hole at about 3". Soil was saturated at
the surface during this investigation. Alpha alpha dipyridyl tested positive at about '/z" bgs.
These hydrologic conditions, combined with the clay content of the soils, produce zones that are
probably saturated for long duration, or fir very long duration. For regulatory purposes, 5% of this
growing season is 10.25 days. Delineation fieldwork began on 07/14/05 and ended on 07/16/05. This
was during the growing season and during the normal wet season. Since Wetland A was saturated at the
surface during this investigation (during a year of less than normal rainfall), it is my professional judgement
that this wetland is saturated to the surface for 5% of the growing season during a year of average rainfall.
That means that Wetland A is jurisdictional to the US Army Corps of Engineers pursuant to Section 404
of the Clean Water Act.
Wetland Boundaries
Boundaries were partially determined using alpha alpha dipyridyl, which tests for ferrous iron in
the soil. The presence of ferrous iron in the soil is an indicator of reducing conditions. Reducing
conditions exist in water-logged soils, and water-logged soils are a necessary component in the formation
of hydric soils and the perpetuation of hydrophytic vegetation. Thus reducing conditions are used as a
wetland indicator. This test for reducing conditions, combined with observation of the general
topography, the micro-topography, and plant community transitions, were the indicators used to flag the
wetland boundaries. For this wetland, topography and reducing conditions were the major boundary
determinants. Boundaries were flagged~with lime & white flags. Copies of Data Points are available upon
request.
-4-

Stream Delineation
Feature A was evaluated using the NC Division of Water Quality Stream classification form & the
US Army Corps of Engineers stream classification form. Stream Data Point 1 (SDP 1) describes Feature
A where it flows on to the property, while SDP2 describes conditions of Feature A downstream of the
first dam that blocks the channel. Feature A was judged as intermittent as it passed over the eastern
property line (scored 21.5 by the DWQ officer) and it becomes perennial after the second dam across the
channel (DWQ score 28.5 in the upstream perennial stretch). The DWQ officer ruled that Feature A was
subject to the buffer rules from its upstream crossing of the eastern property line all the way across the
property to where it exits beside the southwest property corner.
Feature A was also claimed as a "water of the US" by the inspecting Corps officer. That means
that the Corps also claims jurisdiction over this feature (i.e. the stream bed and banks of Feature A). Thus
feature A is jurisdictional to both the Corps and to the Neuse River buffer rules.
Conclusions
Jurisdictional wetlands were identified on this property. Delineations Plus performed a Wetland &
Stream Jurisdictional Determination (JD) & a Wetland Delineation & Stream Delineation on this property.
Delineation fieldwork began on July 14, 2005 and ended on July 16, 2005. The principal investigator was
Mr. Jonathan J. Hopkins, MPP.
The Wetland Delineation discovered one jurisdictional wetland bordering Feature A. Feature A
has been modified by either beaver or human activity and the wetland surrounds the stream (pond) that has
developed at the downstream end of Feature A. This jurisdictional wetland was flagged (lime & white).
Feature A was also delineated and was classified as intermittent from upstream of where it enters the
property, although the downstream end of Feature A is perennial.
The DWQ officer inspected Feature A and hung a orange flag with black stripes to mark the
beginning of the Neuse River buffer zone jurisdiction at the eastern property line. Thus Feature A will
require buffers on it's entire length. However, the two existing drainage ditches that join Feature A are
not subject to the buffer rules.
The Corps ofFicer also claimed jurisdiction over Feature A from the property line west
(downstream). He approved the wetland flags hung by Delineations Plus with no corrections. The Corps
officer did not claim jurisdiction over the t~~vo drainage ditches.
As always, final authority over jurisdictional wetland delineations, stream delineations and impact
analysis rests with the Army Corps of Engineers (USAGE) pursuant to the provisions of Section 404 of
the Clean Water Act. Final authority over water quality issues, Neuse River buffer rules & stream calls
rests with the NC Division of Water Quality (DWQ) pursuant to Section 401 of the Clean Water Act &
15A NCAC 02B.0233.
Additional Work
The next phase of the Delineation process will be the production of the Wetland Map. Once the
map is produced, Delineations Plus will have the Corps officer sign off on the map, making this
delineation good for five years from the date of signature. Upon it's release from the Corps, a copy of the
map will be delivered to Edens Engineering & to BMJ Consulting, LLC. All of this work is covered in
the current contract.
A 404 permit may be required by the Corps due to wetland and/or stream impacts. If a 404 is
required, it will trigger the need fora 401 permit from the NCDWQ. There may also be Neuse River
buffer impacts. If you would like Delineations Plus to consult with you and complete applications for
your 404 or 401 permits, please contact us.
-5-

Delineations Plus is pleased to have been able to help you with this project. Payment for the JD
& Delineation fieldwork is currently due.
If you would like us to pursue any of the additional permit work outlined above, please give us a
c e 1 ok f and to working with you in the future.
'nce ly,
Jon han Hopkins MPP
Pr ident
D ineations Plus
6308 J. Richard Dr. Suite 104
Raleigh, NC 27613
919 932-7217
wetmeadow@att. net
Attachments: Figure 1: Wetland & Stream Location Sketch
USGS map of local area with site identified
Soil Survey map with site identified
-6-

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DWQ Project No. a1 D06 ' l~ 6
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION Iplease complete the following information):
Project Name: Cobb Psf6ne S~6.r!'viSr®~
Contact Person: ~ ~% l<P//mar' Phone Number: (q l9) 8y ~ 7Y37
Level Spreader ID:.
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter StriplBuffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter StriplBuffer Vegetation
a x )Sc ft
~, `~o ac.
O. ~ `I ac.
t~
~:3. ~°{ cfs
a3-~-,"{ cfs
iaS
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A lican s Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
i~-,_ Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
`~ / The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No. a a~6 ` 116
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION please complete the following information):
Project Name : Cobb P.s-tt6~ e Sib ~~ visi~~
Contact Person: ~ /~~/ e~ Phone Number:
Level Spreader ID: , a
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter StriplBuffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter StriplBuffer Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
-7Y37
o-10 ft. (perpendicular to flow)
O. I/ ac. (on-site and off-site drainage to the level spreader)
. o- ac. (on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)"
d- y cfs
o• y cfs
fa ss (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A lica s Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
,~ No structures are located in protected buffers.
~ Plan details for the bypass and outlets are provided.
_The operation and maintenance agreement includes annual erosion and vegetation repair.
_The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DWQ Project No. ~ ~6 ` ~~ 6
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
I, PROJECT INFORMATION please complete the following information):
Project Name ; C~ bb Ps-~a-n e S~ 6 ~(~ ~ is; o~
Contact Person: ~ /~~'//e~ Phone Number: (~/9) PY - IY37
Level Spreader ID: • 3
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter StriplBuffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter StriplBuffer Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
a x ~ 7 ft.
y - ~ ac.
d. y~ ac.
1 y.9 cfs
l y 9 cfs
f asS
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A lican s Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
~ Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas, In any event the second level spreader cannot be located in Zone 1 of a protected buffer area,

DWQ Project No. a o~6 ` 116
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION jplease complete the following information):
Project Name: Cobb Psfa-ne 5~6~( ~is.o~
Contact Person: ~4~ /~~//mar Phone Number:
Level Spreader ID:. y
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter StriplBuffer Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
Y3 ~
a0 ft. (perpendicular to flow)
C7, /3 ac. (on-site and off-site drainage to the level spreader)
a,o/ ac. (on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, S% for thick ground cover)'
0.5 cfs
0,5 cfs
rays" (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A lica s Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter,
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
./~ No structures are located in protected buffers.
_ ~ Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an e-ongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a, Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
1 acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWG of any problems with the system or prior to any changes to
the system or responsible party. n
Print name: v ~ ~- ~-
Title: ~
Address: ~ . ~ `I ~'~ i?
Phone: ~~ ~~~ ~ qs ~-~3 ~ 3 i
Date: ~"
Note: The legally responsible party should not be a h Hers association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
i'f' W T~_____-_________. a Notary Public for the State of ~'~??~ C.,~.a ~,r~ ,
I~ ---~ -------------
~r-< ~ do hereby certify that _I'~ ~ N ~_~ _ ~- __~R __--_______--
County of -----~ --------------. -----
(y( ~ ' 7 N
personally appeared before me this 4- ~ /`day of ~~r~l?Bc~_____, ~ _, an acknowledge the due
execution of the fooing wet wetland] detention basin maintenance requirements. Witness my hand and
official seal, 4~~„"
~~~~
~.•~`,~ W, TV~q.
.~
NOTARY
~: ~ PU6UC V
:7~ ~:.
. FCOU~N~J~
SEAL My commission expires ~" r' ~' ~ ~ ~ lJ
Page 1 of 1
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