20051264 Ver 2_Complete File_20060506

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 23, 2006
DWQ # OS-1264
Franklin County
CERTIFIED MAIL -RETURN RECEIPT REQUESTED
Alliance Construction & Development, LLC
Attn: John Gwynn
Post Office Box 6651
Raleigh, NC 27628
Subject Property: Stoneridge Subdivision
UT to Cedar Creek [030201, 28-29-(1), WS-II, HQW, NSW]
NOTICE OF WITHDRAWAL
Dear Mr. Gwynn:
On August 31, 2005, you requested a 401 Water Quality Certification from the Division of Water
Quality (DWQ) for your project. We wrote to you on September 19, 2005 discussing concerns that
we have regarding the design of the project and stating that it would be placed on hold for three
weeks giving you time to address DWQ's concerns. As of today, DWQ has not received a response
to this request. Therefore, your file is hereby considered withdrawn and will not be reviewed until
DWQ's earlier concerns are addressed. Once you have collected sufficient information to have a
complete application (please see our September 19, 2005 letter for the missing information), you will
need to reapply for DWQ approval. This includes submitting a complete application package with
the appropriate fee.
Please be aware that you have no authorization under Section 401 of the Clear Water Act for this
activity and any work done within waters of the state would be a violation of North Carolina General
Statuses and Administrative Code. Please call Mr. Ian McMillan at 919-715-4631 if you have any
questions or concerns.
Sincerely,
~G~~ti27~
Cy i Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
cc: Mike Horan, Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Aaron Cooper, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: S:\2006 Correspondence\OS-1264 ver 2 - Stoneridge SD (Franklin) NOW.doc
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevazd, Suite 250, Raleigh, North Cazolina 27604
Phone: [phone] /FAX [phone] / Internet: htto•//h2o enr state nc us/ncwetlands
Nom` Caro a
~tural~~
An Equal Opportunity/Affirmative Action Employer - 509'o Recycled/10% Post Consumer Paper

~, ~OF W'4TF9Q Michael F. Easley, Governor
~~ G William G. Ross Jr., Secretary
~ r North Carolina Department of Environment and Natural Resources
~ ~
~ ~ Alan W. Klimek, P.E. Director
Division of Water Quality
September 19, 2005
DWQ Project # OS-1264, Ver. 2
Franklin County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. John Gwynn
Alliance Construction & Development, LLC
P.O. Box 6651
Raleigh, NC 27628
Subject Property: Stoneridge
Ut Cedar Creek [030301, 28-29-(1), WSII, HQW, NSW)
REQUEST FOR MORE INFORMATION
Dear Mr. Gwynn:
On August 31, 2005, the Division of Water Quality (DWQ) received your application dated August 30,
2005, to impact 145 linear feet of streams, 6,142 square feet of Zone I Neuse River Basin riparian buffer
and 2,875 square feet of Zone 2 Neuse River Basin riparian buffer to construct the proposed residential
subdivision. T'he 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 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 5 copies of the following information so that we may
continue to review your project.
Additional Information Requested:
1. Please provide level spreaders at all drainage easements that flow to a riparian buffer. In
addition, submit the level spreader worksheets for each and add additional level spreaders to
Operations and Maintenance Agreement.
2. Please provide supportive documentation from NCDOT or the specific NCDOT requirement to
justify the proposed increase in stream impacts.
3. Please provide a site plan at 1" = 100' that includes topography.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Mike Horan 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.
401 Oversighi/Express 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.enr.state.nc.us/ncwetlands
None Cazo ina
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An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

Mr. John Gwynn
Page 2 of 2
September 19, 2005
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 OversightlExpress Review Permitting Unit
CBK/ijm
.~
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Aaron Cooper, Soil & Environmental Consultants, P.A., 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: 051264_Vert_Stoneridge(Franklin)On_Hold

~~, ; ,~ 2~. X51264 Stoneridge
Subject: DWQ # 20051264 Stoneridge
From: Laurie Dennison <[e-mail]>
Date: Mon, 19 Sep 2005 13:56:51 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
051264_Ver2_Stoneridge(Franklin)On_Hold.doc Content-Type: application/msword
Content-Encoding: base64
1 of 1 9/19/2005 1:57 PM

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2Q~51264
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Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 Phone: [phone] Fax: [phone]
www.SandEC.com
August 30, 2005
S&EC Project # 8595.W2
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Eric Alsmeyer
6508 Falls of the Neuse Rd
Suite 120
Raleigh, N.C. 27615
From: Aaron Cooper
Soil ~ Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
NC Division Of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 9 rabtree Boulevard,~t~~~2 n
Ralei h, NC 27604-2260 ~~""~~ L~ ~ ~t ce
AUG .3 ~ 2005
DENR -WATER QUALITY
41'ETLANDS AND STORMyyATER BRANCH
Please note: A 404 and 401 was previously issued for this project. Due to DOT
requirements, additional impact was required for the road crossing. Please see attached
PCN for more detail.
Re: Stoneridge
Franklin County, NC
On behalf of the owners, Alliance Building ~ Development, LLC (Attn: John Gwynn), please find
attached a complete application and supplemental information requesting written concurrence
from the U.S. Army Corps of Engineers (USAGE) and the North Carolina Division of Water
Quality (NC-DWQ) that the activities proposed below may precede utilizing Nationwide Permit 39.
Please contact me at [phone] if you have any questions or require additional information.
PRt7.1FCT Sl1MMARY
Project Name Stonerid a Subdivision
Project T e Residential Subdivision
Owner / A licant Alliance Buildin & Develo ment, LLC
Count Franklin
Nearest Town Franklinton
Waterbod Name UT to Cedar Creek
Basin /Sub-basin 03-02-01
Index Number 28-29- 1
Class WS-II; HQW, NSW
IMPACT SUMMARY
Stream Impact (acres): 0.01
Wetland Impact (acres): 0
Open Water Impact (acres): p
Total Impact to Waters of the U.S. (acres) 0.01
Total Stream Impact (linear feet): 145
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization
USGS Vicinity Map
Franklin County Soil Survey VcinityMap
Impact Map with Inset
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]

S&EC Project No. 8595.W2
Page 2 of 2
Detailed Impact Map
DWQ Buffer Letter
Level Spreader Worksheets
$200 Water Certification Fee

OfGee Use Only: Form Version March OS
USAGE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. 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: NWP 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 Coa~lge~nt Area of
Environmental Concern (see the top of page 2 for further detail 1{{u~~~ I~52 D
D
II. Applicant Information AUG 3 1 20D5
Owner/Applicant Information DENR -WATER G~UHLITY
Name:_ Alliance Construction & Developmenw~~~~tnOTER~L
Mailing Address: PO Box 6651
Raleigh, NC 27628
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: N/A
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: Aaron Cooper
Company Affiliation: Soil & Environmental Consultants
Mailing Address: 11010 Raven11010 Raven Ride RoadRoad
~_ Raleigh, N.C. 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: acooper~sandec.com
Page 1 of 9

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Stoneridge
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1834-66-7243, 1834-86-3418, 1834-75-0304,
1834-75-8114
4. Location
County: Franklin Nearest Town: Franklinton
Subdivision name (include phase/lot number): Stoneridge Subdivision
Directions to site (include road numbers/names, landmarks, etc.): The site is located on the
east side of Hi way 96 at its intersection with SR 1144.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36.0735 °N 78.5345 °W
6. Property size (acres): +/- 120 acres
7. Name of nearest receiving body of water: Cedar Creek
8. River Basin: Tar-Pamlico
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/lh2o.enr.state.nc.us/admin/ma~ps/.)
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 is currently wooded and undeveloped. The eg neral
land use surrounding the property is a mixture of residential and agricultural.
Page 2 of 9

10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project consists of the construction of a residential subdivision utilizing typical
utilities (i.e. sewer, water). Typical construction and rg ading equipment will be utilized for
11. Explain the purpose of the proposed work: The purpose of the proposed project is to
develop a residential subdivision.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. S&EC performed a detailed wetland delineation and Tar-Pamlico
River buffer evaluation on the site on January 11, 2005. On March 11. 2005, Kevin Yates,
formerly of the USACE, conducted a site visit to verify our delineation and make stream
importance (,perennial/intermittent) calls. Mr. Yates' determinations are reflected in this
application and the attached impact maps. A sign-off map will be submitted at a later date. Mr.
Mike Horan of the NC-DWO confirmed our buffer start points on-site on January 26, 2005
(TPBRRO#OS-0018). Mr. Horan's letter is attached to this application. A 404 permit was
obtained for the project requesting 115 linear feet for the road crossin on July 25, 2005 (AID
200520221), as well as Approval of 401 Water Ouality Certification on August 1, 2005 (DWO
Project #OS-1264. However, due to NC-DOT requirements, more impact will be needed for the
road crossing.
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.
No future permit requests are anticipated for this project at this time.
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
Page 3 of 9

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: One permanent impact to a
buffered stream is proposed for a road crossing. This impact includes 145 linear feet of
perennial channel, 0.14 acres of Zone 1 buffer, and 0.07 acres of Zone 2 buffer.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
N/A N/A N/A N/A N/A 0
Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: +/- 0.5
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
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Average Impact Area of
Number Stream Name Type of Impact Perennial or Stream Width Length Impact
indicate on ma Intermittent? Before Im act linear feet acres
1 UT to Cedar Creek Permanent perennial
+/- 4' 145 0.01
Culvert
Total Stream Impact (by length and acreage) 145 0.01
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, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number
(if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
N/A N/A N/A N/A 0
Total Open Water Impact (acres) 0
Page 4 of 9

6. List the cumulative impact to all Waters of the U.S. resulting from the oroiect:
Stream Im act (acres): 0.01
Wetland Im act (acres): 0
O en Water Im act (acres): 0
Total Im act to Waters of the U.S. (acres) 0.01
Total Stream Impact (linear feet): 145
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe 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 vronosed road is necessary to access a portion of the nronertv. The road was aligned to
cross the stream at a nearlyperpendicular angle. The client requested a detailed wetland
delineation prior to site plan development in order to avoid jurisdictional areas to the maximum
extent practical. No wetlands will be impacted by the property and only one stream crossin is
proposed. A 404 permit was obtained for the project requesting 115 linear feet for the road
crossin og n July 25, 2005 (AID 200520221 ~, as well as Approval of 401 Water Quality
Certification on August 1, 2005 (DWQ Project #OS-1264. However, due to NC-DOT
requirements, more impact will be needed for the road crossin.
Page 5 of 9

VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
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/ncwetl ands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
We do not believe mitigation should be required for the proposed project due to the
efforts of the client to avoid jurisdictional areas to the maximum extent practicable. If
mitigation is required payment to the NC-EEP is proposed.
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):.
Amount of buffer mitigation requested (square feet):
Page 6 of 9

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
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
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 1
s uare feet Multiplier Required
Miti ation
1 6,142 3 (2 for Catawba) N/A
2 2,875 1.5 N/A
Total 9,017 N/A
* 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
Page 7 of 9

Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 1 SA NCAC 2B .0242 or .0244, or .0260. Mitigation should not be required because
the road crossing is below the thresholds for buffer mitigation.
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. Proposed impervious surface is 18.3%. Level
treaders will be used at the proposed road crossing level spreader worksheets are attachedZ
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.
A sanitary sewer system will be utilized for the proposed subdivision.
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 short narrative description: We
have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water Quality
Certification and Isolated Wetland Programs" document prepared by the NC Division of Water
Quality on October 3, 2002, version 1.6. The draft states that most residential subdivisions are
unlikely to cause cumulative impacts. Stoneridge does not meet any of the three criteria of
private projects that can clearly result in cumulative impacts. We anticipate that you will advise
us if a qualitative or quantitative impact analysis is required.
Page R of 9

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).
N/A
~rG,c ~ OG ~-`~^-----
C>/~
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

ALLIANCE CONST INC 9198292688
01/26/05 11:58am P. 002
~ Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 Plronc: [phone] Fax: [phone]
www.SandEC.corn
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
l
Name: --S o ~.--. C7 W~'rv~-. - -
Address: P, © ~~ ~ ~ ~ '
Phone: ~ L ~ ~2 eC- 00
Project Name/Description: ~ CS ~C~S tD>~ ` CCU ~e~` dam/
Date: ~~~ Z ~ -~
The Department of the Army
U.S. Army Corps of Engineei-s, Wilmington District
P.O. Box 1890
Wilnullgton, NC 28402
Attn: _ _ !'In~rec.~ ~:X•d~Q, _
Field Office: __ [~~'yE,-_
Re: Wetlands Related Consulting and Pernlitting
To Whom It May Concern:
I, the current roe owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc. from this day forward. The 2 G day of
This notification supersedes any previous correspondence concerning the agent for this project
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&CC staff. Yo should call S&EC
to arrange a site meeting prior to visiting the site. ~ /~
r---~
Print Property Own s Name
cc: Mr. John Dorney
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
~ 1 d~
Mr. Aaron Cooper
Soil & Environmental Consultants, PA
Charlotte O~~c: ~irecnsboro Ofl:ice:
236 LcVhillip Court, Suilc C ~ 3817-E lawndale Drive
Conca~d, NC 28025 Greensboro, NC 27455
Phone: (704) 7?.0-9405 Plrone: [phone]
I'ax: !7041 720-9406 lax: [phone]

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_____ ~ Soil & Environmental Consultants, PA
Project Mgr.: Goldston Property 11010 Raven Ridge Rd.• Raleigh, NC 27614
SC Franklin County, NC [phone] • [phone]
-- Web Page: www.SandEC.com .
Scale:
1" = 2,000' ~
01/17./05 ! Grissom Quadrangle !

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8595 W2 0 ~ Figure 2 -Soil Survey Map
____ __I ~ Soil & Environrnental Consuit~nta, i?A
Project ~Agr.: Goldston Property 11010 P.ave;~ Ridge Rd.• Raleigh, NG 27614
,4C Franklin Count , NC (919} 84fi-5900 • (919} 845.9467
----- --- -- ~ y Web Page: vn~nv.SandEG.co~;
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O6i27i2OO5 14:46 JOHN A. EDLJARDS & CO. -~ 2469467 N0.492 DO5
QWQ Project No,
DIVISfON OF WATER QUALITY • L~11CL f~3PREAl]PR WORK9MPET
I. PFtQJECT II
Project Name
Contact Person:
Level Spreader ID.
(please complete ffls folb~ing lnformal-on):
j~-.I GN-~..4w.u.J Phone Number:
Level Spreader (.englh 1 D ft,
Drainage Area O, 1 ~,
Impervlaus Araa _ ty ec.
Maximum Fifler Stripl6uffar Sbpe ,... ~~~ 96
grass
Mex. Discharge from a 10 Year Storm ~• 4~ cfe
Mex. Discharge to Laval Spreader Q~, y~ cis
FUter 5trip~8uffer Vegetation (~'~ -~..~1•~•~cCo
T
(perpendicular to flab
(on-site and off-alts drainage b the level aprearser)
(on-site and off-site drainage b the level spreader)
(f3°f+ for forested, leaf (IGler cover. 8°k far thick ground cover)'
(thick ground cover or grass, canopied forest wffh leaf litter
groundcover)
Pre-treatment or Bypass Method
REQUIR!~D ITEMS CHECKLIST
Initial in the space provided b Indicate the foibwing dosign requiremertta have been met and 8upporUng documentation is attached. !f a
requirement has not beam met, Mach an sxplanat/an of why. At a minimum, a complete elormwater management plan submittal indudes
a worksheet for each 9MP, design calculallone, plans end speafications showing all SMPs and outlet atNCttlre datafls, a detailed
dreinage pion and a fully executeq operation and maintenance agreement. An Incomplete sutxnittal package will result In a request far
additional information end will aupstantlally delay fu~ai review and approval of the project.
Laves spreader is at least 13 iG per cis for thick ground cover or grass or 10f) ft per cis In canopied forest with leaf
litter.
Pre•Form Scour Holes are on flat elopes only
No ahuctures are located in protected buffers*
If bypass method specified b the Draft Level Spreader t3esign Option t)ocxrment:
Bypass method Is speclfed (If applicapie) end plan details and calculaUona are provided
_ _ Discharge to level spreader end subsequent Nter strip Is hydraulically and spatially separate from the bypass
dledtarge,
No structures are located In protected buffers.
Plan details for the bypass and outlets are provided,
The operglfon and maintenance agreement includes annual erosion and vegetation repair,
The operation and maintenance agreement signed end notarized by Me responsible parry is provided.
'level spreaders in series can be used on eopes of up to 16°k In forested arses with leaf littler cover or on elopes of up to 259b in areas
with thick ground cover or grass if designed according to the graft Level Spreader paslgn Option Document. This potentially requires a
m(nor varlpnce In protected buffer areas. In any event the second level spreader cannot be boated in Zone 1 of a protected buffer area.

e6i27i2FJ~J5 14:46 JOHN A. EDWARDS 8: CO. -~ 8469467 NO. 492 D04
DWO Protect No,
p1VISI0N Of WATER QUALITY • LBVEI.6PREADER WORK6MEk1'
I. PROJECT INFORMATION (please complete the folbwing' formation):
Project Name : E ~ ~ ~_
Contact person; ~ A ~fi~~~_ ,~ Phone Number. f~Iq 1 ~"~-~!~~~ ~~~'-
level Spreader 10:
' G
Level Spreader Length U ft. fperpendlcular to flow)
Drainage Area ac, (on-site and off-efts drainage to the level spr®ader)
impervious Area ~ O ac. (on•eite and off~lts drainage to the level spreader)
Maximum FIIt9r StripJBufter Slope 96 ((i% for forested, leaf littler cover, 8~ for thick ground cover)`
grass
Max. Discharge from a 1 t) Year Storm D ~ ~~ cte
Max. Discharge to bevel Spreader ~ ~ cfa
Filter Sbip/t3uffer Vsgelatlon ~it~ (thick ground cover ar grass, canopied forest with leaf 4tier
-'A'+~ groundcover)
Pre-treatment or Bypass Method
fl. REQUIRED ITl:1M~ CHf:CKLiBT
Initial in the space provided to Indicate the following design requirements have bean met and supporting documentation is attached. rre
requitement has rrof beep met, affacl- err exAlertetbr- of why. At a minimum. a complete etormwater management plan submittal ctctudea
e worksheet for each BMP, design calculations, plane and spedflcatione showing all BMPs and ouget structure details, a detailed
drainage plan and a fully executed operation end maintenance agreement, An inrxrmplete submittal package wHf result in a request far
eddlllaral Information enq wilt aubstantielly delay final review ertd approval or the protect.
A
level spreader fe at tenet 13 ft. par cfe for thick ground cover or grass or 1 QO rt per cfs In canopied forest with leaf
litter.
Fre-Form Scour Nolen are on flat slopes only
No structures are located In protected buffers'
If bypass method spec~tled la the Draft level Spreader peslgn Optlcn Document:
Bypass method ie specified (if applicable) and plan details and calculations are provided
Discharge to level spreader end subsequent ftlter strip Is hydraulically and spatlaUy separate tmm the bypass
discharge.
No structures are located In protected buffers.
_ Plan details for the bypass and outlets are provided.
The operation and maintenance agreement Indudee annual erosion and vegetation repair.
The operation and maintenance agreement signed end r~otar(zed by the responalble party is provided.
Level spreaders In settee can be used on slopes of up to 1596 in forested areas with leaf littler cover or on elopes of up to 2596 In areas
with thick around aver or grass If designed according to the Pratt I.evei Spreader Design Op<bn Document. This potentially requires a
minor variance in protected buffer areas. In arty event the second level spreader Cannot be located In Zone t of a protected buffer area.

t~6i27i20F~5 14:46 JOHN A. EDWARDS Q CO. ~ 8469467 N0.492 D03
DWt] Project No,
QIVI318N OF WATER QUA4ITY • LEYEL SPR~4QER WORKSHEET
I. PROJECT INFOfi~tATtON (please complete the rollowlr
Protect Name : v ~t
Confect Parson:
~l~sti1 ~r~~_~`~~
,__.
Level Spreader Ip; , p
+~ --
LevelBpreader length D ~.
prainags Area _, ~ ~~
~
Impervious Area _
b, J I ac,
Maximum Fiper SDIp/6uifer slaps , •~_ ~
glafi9
Max. Discharge from a 10 Year Storm
Max, pischarge to level Spreader
Filter SbipBufler YagetaUon
Pre-treatment or Bypass Method
InformeUon);
Phone Number;
(perpendicular to Oaw)
(on-site and uA sl;e drainage to the level spreader}
(an-site and aft-alts drainage;o the level spreader}
(694 for forested, leaf littler cover, 856 for thick grwnd cover)'
cis
cis
~~ ~S'~
REQUIRED IT1=N19 CHECKLIST
(thick ground cover or grass, canopied forest wflh lea! Ift~
groundcoverj
Ini6at in the space provided to indicate the following design requirements have heart stet and supporpng documerdalion is attached. Jf a
r+equtremenr has not bees tnef, attach an explanatJorr of why, At a minimum, a complete atormwater management plan aubmlttal indudes
a worksheet for each BMP, design cakxJlaGona, plane and speclficationa showing all 6MPe end ouget etruttuna details, a detailed
drainage plan end a fully executed operation and maintenance agreement, An Incomplete submittal package vriQ result In a request for
additional I~famtetlan and will subatentiafly delay final review and approval of the project.
I'
Level spreader is at least 13 ft. per cis far thldk around cover or grass or 100 R per cis In canopied forest with leaf
litter.
„_Pre•Form Scour Holes are on flat slopes only
No sbucturea are located in protected Iwffare'
If bypass method spedQed in ~e prak level Spreader peslgn Option Documenk
Alacharge to level epreadeedr ~f d subos quent iJltelr~s~t~ptlslhydra licalilaand saatlail seedrate
discharge, y P Y Re ham U-e bypass
No structures are located in pro;sated buffers.
Plan details tar ttte bypass and outlets ~a provided.
The operation and maintenance agreement Indudea annual eroslan and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is pravidad,
~Mv~e~spreade-s Itt series can be used on slopes of up to 16°,6 In forested areas with leaf Ihger cover or on elopes at up b 2596TH areas
ground ccvor or grass if designed acoording to the praR level Spreader l>esign Option pocumenl. This potanUaliy requires a
minor variance In protected buffer areas. In any event the second level spreader trertnat be bated in Zone t of a protested baiter area.

C~6i27i20~15 14:46 JOHN A. EDWARDS & CO. -~ 8469467 N0. 492
DWQ project Na.
DiV1610N OF WATER QUALITY • LEVEL SPREADER WORK6HEET
I. i'R~JECT INFORMATION (please completo the following infomtetlon);
Project Name
Contact Person: ~~a C.A ~u,4,.1 Phone Number: e19t g~p3-cfc{
Level Spreader ID; . ~ -_..
Level Spreader Length D ft. (perpendicular to flow}
Drainage Area Q ac. (on-site and off site drainage to the level spreader)
Impervious Area (on-site and off-eJfe drainage to the level s
Maximum Filter 5triplt3uffer Stops _~~_ ~_ % (646 for forested, leaf (iffier cover, 896 for t ick ground cover)•
grass
Max. Discharge from a 70 Year Storm 1 ~ ~ cfa
Maz, Discharge to Level Spreader ~ i cis
Filler Strip/Bufter Vegetation s -a• C o oil (thick ground cover or grass, canopied forest N1jfh leaf litter
~*•'ST' groundoover)
Pre-treatment or Bypass Method
REc~UIRtrD ITt:M3 CHECKLIST
Initial in the space provided to Indicate the following design requirements have been met and supportjng documentation fs attached. ire
requirement has Trot been n7®t, attach an explanaflon of why. Al a min imum, a complete starmwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and speciflcalione showing all 6MPs find outlet structure details, a deta1ed
drainage plan and a IuQy executed operation and mai~lenance agreement. An incomplete submittal package wlf) result in a request far
additlona) information end will substantially delay final review end approver of the project.
.~
level spreader Is at least 13 ft. per cis for thldc ground cover or brass ar t 00 fl per cis in canopied forest with leaf
Inter.
Pre-Form Scour Notes are on flat slopes only
No structures are located In protected buffers"
If bypass method specified In the Draft Level Spreader pes'tgn Option Document'
Bypass method is specjfied (if applicable) and plan details and calculations are provided
plschar8e to level spreader and subsequent filter strip la hydraulically and spatially separate from the bypass
discharge.
No sbuctures are located In protected buffers.
Plan details for the bypass and outlets are prov(dad.
The oporaGon and maintenance agreement Includes annual erosion end vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
D02
' Level spreaders In series can be us$d on slopes ct up to 15% in forested areas with Iasi littler cover or on elopes of up to 2596 in areas
with thick ground cover or grass if designed according to the prafl Level Spreader pesfgn 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.

~ wATF Michael F. Easley, Governor
O 9 William G. Ross Jr., Secretary
O~ QG North Carolina Department of Environment and Natural Resources
`~~ ~ r=r~~ r Alan W. Klimek, P.E. Director
]_ L Colleen H. Sullins, Deputy Director
~ Division of Water Quality
O 'C
January 26, 2005
TPBRRO#OS-0018
County: Franklin
Aaron Cooper
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
BAS[N:
Neuse River
(15A NCAC 2B .0233)
J~„d 2 S 2GG';
Tar-Pamlico X
(15A NCAC 2B .0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Goldston Property S & EC Project # 8595 W2
Location/Directions: North on 96, near Pocomoke in Franklin County
Subject Stream: UT of Cedar Creek
Date of Determination: 1/26/05
Feature Start Buffer
GPS Points (if
rovided) End Buffer Stream
Form Appeal
Call Located
on Soil
Surve Located on
USGS
Too a hic
A Not Sub'ect X
B Fla 217 X
C Flag 06 & 56 X X
D Not Sub'ect X

~~~'~
'~'' _..
Raleigh Regional Office 1628 Mail Service Center ~~
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748

Goldston Property
S&EC
1 /26/2005
Page 2 of 2
This on-site detern:ination shall expire free (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request fur a determination by the
Director shall be referred to the Director in writing do Cyndi Raro[y ,DWQ Wetlands/401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 17604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 1 SOB of the North Carolina Ceneral Statutes to the Office of Administrative Hearings, 6714 Mai!
Service Center, Raleigh, N. C. 2 7699-6 71 4. This determination is final and binding unless you ask fora hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
1
Michael Horan
Environmental Spec. I
CC: File Copy
Central Files
Danny Smith
Kevin Yates, USACE Raleigh Field Office
Land Quality

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..~i...~,_. v~ r-i~~ ~_~ ~~;~_r~._y._. ~~~,.~ ~~ .. ~-~m,~_ ~~~~. r----. '~., ~.~~,_ ,, iii Fii
Sri ~~ H". -,

LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be pertormed 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.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: Thomas P , Ho 1 den
Title: Managing Partner, Alliance Construction & Development, LLC
Address:.. PO Box 6651, Raleigh, NC 27628
Phor
Sign.
Date
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
1, ~~t.+ ~M-y~Ct 1~.,6Y~- , a Notary Public for the State of -V~ . C .
County of , do hereby certify that ~ k-+t-m-,c,~ ~. ,,,~
personally ap eared before me this a `t day of Q-u_Qc., dOyS ,and acknowledge the due
execution of the forgoing level spreader maintenance requirements. Witness my hand and
official seal.....---••••~-•-~~..
~.
~~4 / ~pTgR~ App
***
~y ~'UBL~G
~oN co~~~
SEAL My commission expires 'f'' a - D 7
Page 1 of 1

- _ _
ile:\15ec15ecfo.ms\WCt~nd Forms\Vert~1 %xct~ons
8 IMPACT LOCATION
3
n
C
V
D
~ PROPOSED ROAD GRADE
4N \
2 \
Q
DEPTH BELOW
EXISTING STREAM
BOTTOM FOR PIPE TO --
BE BURIED TO ALLOW ~ _I_.:~::r.
FOR AQUATIC LIFE
PASSAGE
EXISTING STREAM
BOTTOM
TYPICAL ROAD CRO55 SECTION
_" CULVERT i
FILL ~ /
STREAM BANK
` APPROXIMATE WATER
ELEVATION
Soil & Environmental Consultants, PA t~~~ couNTY, Nc """` ""'
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11010 Rarm Ridge Ro"d ~ Rdeigh, Nosh Cwliiu 57611 ~ PhaK: 1919) 8465900 Fu: [phone] ~~ r~tk- Weer No.:
»,~~s."dec.eom ROAD CRO55 SECTION OP
IMPACT LOCATION - -

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Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 Phone: [phone] Fax: [phone]
www.SandEC.com
August 30, 2005
S&EC Project # 8595.W2
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Eric Alsmeyer
6508 Falls of the Neuse Rd
Suite 120
Raleigh, N.C. 27615
From: Aaron Cooper
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
NC Division Of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
o ~c~~ad~ Q
Q
AUt~ ~ 1 2005
GIR1Vt2 ~ WATER CIUALITY
YVE7tAND9 AN6 9TORMWATER BRANCH
Please note: A 404 and 401 was previously issued for this project. Due to DOT
requirements, additional impact was required for the road crossing. Please see attached
PCN for more detail.
Re: Stoneridge
Franklin County, NC
On behalf of the owners, Alliance Building & Development, LLC (Attn: John Gwynn), please find
attached a complete application and supplemental information requesting written concurrence
from the U.S. Army Corps of Engineers (USAGE) and the North Carolina Division of Water
Quality (NC-DWQ) that the activities proposed below may precede utilizing Nationwide Permit 39.
Please contact me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name Stonerid a Subdivision
Project T e Residential Subdivision
Owner / A licant Alliance Buildin & Develo ment, LLC
Count Franklin
Nearest Town Franklinton
Waterbod Name UT to Cedar Creek
Basin /Sub-basin 03-02-01
Index Number 28-29- 1
Class WS-II; HQW, NSW
IMPACT SUMMARY
Stream Impact (acres): 0.01
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.01
Total Stream Impact (linear feet): 145
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization
USGS Vicinity Map
Franklin County Soil Survey ~cinityMap
Impact Map with Inset
Charlotte Office: ['~reensboro Off ce:
236 LePhillip Court, Suite C 3817-E Lawndale Drive .
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]

S&EC Project No. 8595.W2
Page 2 of 2
Detailed Impact Map
DWQ Buffer Letter
Level Spreader Worksheets
$200 Water Certification Fee

Office Use Only: Form Version March OS
USAGE Action ID No. DWQ No.
(tt any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. 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: NWP
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), ~~U1'/ ~ D
uu D
II. Applicant Information
AU G 3 12005
Owner/Applicant Information
DENR - WA7EF2 QUALITY
Name: Alliance Construction & Development 1~€J~'pA~l~isT~B4~P~~
Mailing Address: PO Box 6651
Raleigh, NC 27628
Telephone Number: (9191829-0094 Fax Number: (919 829-2688
E-mail Address: N/A
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: _ Aaron Cooper
Company Affiliation: Soil & Environmental Consultants
Mailing Address: 11010 Raven Ridge Road
Raleigh, N.C. 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: acooperna,sandec.com
Page 1 of 9

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Stonerid~e
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1834-66-7243, 1834-86-3418, 1834-75-0304,
1834-75-8114
4. Location
County: Franklin Nearest Town: Franklinton
Subdivision name (include phase/lot number): Stonerid~e Subdivision
Directions to site (include road numbers/names, landmarks, etc.): The site is located on the
east side of Highway 96 at its intersection with SR 1144.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36.0735 °N 78.5345 °W
6. Property size (acres): +/- 120 acres
7. Name of nearest receiving body of water: Cedar Creek
8. River Basin: Tar-Pamlico
(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 is currently wooded and undeveloped. The eg neral
land use surrounding the property is a mixture of residential and agricultural
Page 2 of 9

10. Describe the overall project in detail, including the type of equipment to be used: 'The
proposed project consists of the construction of a residential subdivision utilizing typical
utilities (i.e. sewer, water). Typical construction and grading equipment will be utilized for
this project.
11. Explain the purpose of the proposed work: The purpose of the proposed pro,~ect is to
develop a residential subdivision.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. S&EC performed a detailed wetland delineation and Tar-Pamlico
River buffer evaluation on the site on January 11, 2005. On March 11 2005 Kevin Yates
formerly of the USACE, conducted a site visit to verify our delineation and make stream
importance (perennial/intermittent) calls. Mr. Yates' determinations are reflected in this
application and the attached impact maps. A sign-off map will be submitted at a later date. Mr.
Mike Horan of the NC-DWO confirmed our buffer start points on-site on January 26 2005
(TPBRRO#OS-0018). Mr. Horan's letter is attached to this application A 404 permit was
obtained for the project requesting 115 linear feet for the road crossin og n July 25 2005 (AID
200520221), as well as Approval of 401 Water Ouality Certification on August 1, 2005 (DWO
Project #OS-1264. However, due to NC-DOT requirements, more impact will be needed for the
road crossing.
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.
No future permit requests are anticipated for this project at this time.
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
Page 3 of 9

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: One permanent impact to a
buffered stream is proposed for a road crossing. This impact includes 145 linear feet of
perennial channel. 0.14 acres of Zone 1 buffer, and 0.07 acres of Zone 2 buffer
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,
se aratel list im acts due to both structure and floodin .
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
N/A N/A N/A N/A N/A 0
Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: +/- 0.5
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
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 Stream Width Length Impact
indicate on ma Intermittent? Before Im act linear feet acres
1 UT to Cedar Creek permanent perennial
+/- 4' 145 0.01
Culvert
Total Stream Impact (by length and acreage) 145 0.01
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, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number
(if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
N/A N/A N/A N/A 0
Total Open Water Impact (acres) 0
Page 4 of 9

6. List the cumulative im act to all Waters of the U.S. resultin from the ro'ect:
Stream Im act (acres): 0.01
Wetland Im act (acres): 0
O en Water Im act acres : 0
Total Im act to Waters of the U.S. (acres) 0.01
Total Stream Im act (linear feet): 145
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.
N/A
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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It maybe 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 road is necessary to access a portion of the propertv. The road was aliened to
cross the stream at a nearlyperpendicular angle. The client requested a detailed wetland
delineation prior to site plan development in order to avoid jurisdictional areas to the maximum
extent practical. No wetlands will be impacted by the property and only one stream crossing is
proposed. A 404 permit was obtained for the project requesting 115 linear feet for the road
crossin og_n July 25, 2005 (AID 200520221), as well as Approval of 401 Water Quality
Certification on August 1, 2005 (DWQ Project #OS-1264. However, due to NC-DOT
requirements, more impact will be needed for the road crossing.
Page 5 of 9

VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that maybe 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
ham://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
We do not believe mitigation should be required for the proposed project due to the
efforts of the client to avoid jurisdictional areas to the maximum extent practicable. If
mitigation is required payment to the NC-EEP is proposed.
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): 0
Amount of buffer mitigation requested (square feet): 0
Page 6 of 9

Amount of Riparian wetland mitigation requested (acres): 0
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
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
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ^
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact 1
s uare feet Multiplier Required
Miti ation
1 6,142 3 (2 for Catawba) N/A
2 2,875 1.5 N/A
Total 9,017 N/A
* 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
Page 7 of 9

Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. Mitigation should not be required because
the road crossing is below the thresholds for buffer mitigation.
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. Proposed impervious surface is 18.3%. Level
spreaders will be used at the proposed road crossing (level spreader worksheets are attachedZ_
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.
A sanitary sewer system will be utilized for the proposed subdivision.
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 short narrative description: We
have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water Oualitx
Certification and Isolated Wetland Programs" document prepared by the NC Division of Water
Quality on October 3, 2002, version 1.6. The draft states that most residential subdivisions are
unlikely to cause cumulative impacts. Stoneridge does not meet any of the three criteria of
private projects that can clearly result in cumulative impacts We anticipate that you will advise
us if a qualitative or quantitative impact analysis is required.
Page 8 of 9

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).

~>/D
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

ALLIANCE CONST INC 9198292888 01/26/05 11:58am P. 002
`~ Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 276]4 Phone: [phone] Fax: [phone]
www.SandEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled. In By The Current Landowner
Name: -S o ~.-,,, C7 c~J~tti~-.
Address: P, ~ •~-2~ ~ ~
Phone: ~ ~ ~ ~2 eC- 00 ~T~ // (~
Project Name/ Description: C~ ~ tU>~ ` Cc~ 2.
Date: ~~• 2 ~ -~
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
W il.mington, NC 28402
Attn: ~nd~ec.~ ~e.
Field Office: '
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current roe owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc. from this day forward. The z G day of
ec,n.~..a v~ 7c1o Sr-J
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. Yo should call S&EC
to arrange a site meeting prior to visiting the site. /
.~,
Print Property Own 's Name
cc: Mr. John Dorney
NCDENR - DWQ
2321. Crabtree Boulevard
Raleigh, NC 27604
perty Own r's,6
ture
Mx. Aaron Cooper
Soil & Environmental Consultants, PA
Charlotte OfCL~: c;reensboro Office:
236 LcPhilliP Court, Suitc C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Plione: [phone]
I=ax: [phone] Fax: [phone]

0

N
8595eW2 ~~ Figure 1 - USGS Map
____ ~ Soil & Environmental Consultants, PA
Project Mgr.: Goldston Property 11010 Raven Ridge Rd.• Raleigh, NC 27614
sc Franklin County, NC [phone] • [phone]
-- Web Page: www.SandEC.com
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8595 W2 0 ' Figure 2 -Soil Survey Map
_ _~ ~ Soil & Environmental Consultants, PA
Project Mgr.: Goldston Property 11010 Raven Ridge Rd.• Raleigh, NC 27614
AC Franklin Count , NC [phone] • [phone]
---- Y 4Neb Page: wuvw.SandEC.com
Scale:
1'° 0 2,000' ~
0`II14/05 ~ Ir'ranKllra ~o~a~nty Soil Surye~ j

06i27i2005 14:46 JOHN A. EDWARDS & CO. -~ 8469467 N0.492 DBS
DWQ Pro)act No,
DIVt510N OF WATER QUALITY • Ltr11Cl tipRF.ADER WORK9NSET
I. PROJECT INFORdt TION (please complete ~s folio In
Pro)ect Name : ~-~~~ N~ ._ ~C
Contact Person: ~j~,..t r~-ti~,w~.~
level Spreader ID; , ~
Lexel Spreader length ~ O ft,
Drainage Area 9tT- ~,
Impervious Area . o ~.
Maximum Filler StriplSuffer Slope '- ~
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Laval Spreader
FlJter 5triplBuifor Vegetation
Pre-treatment Or Bypass Method
Information):
Phone Number;
(perpendicular to flow)
(on-site and oft-e-te drainage to the lexel spreader)
(on-site and o(f-alt0 drainage to the lovat spreader)
(t3°~ for loreated, leaf pttler cover, S°k for thick ground cover)'
D• 4r3~ _ ~fe
Q, Y~ Cfa
~`~~ ~..4...as+c C~
T
R~QUlRED )TEMt3 CNEGKLIST
(thick ground cover or ®ress, canopied forest with Isaf titter
groundwver)
Initial in the apace provided to Indicate the followin8 design requiremenla have peen met and supporting documentation is attached. !f a
requirement tree not boon rnaB attach an exAlanatlon of why At a minimum, a complete elomtwater management plan submittal indudes
a worksheet for each l3MP, design calcuiatlona, plans and specifications showing aH BMPs and outlet stnicptre details, a detailed
drainage plan end a Cully executed aperatlon and maintenance agreement. An Incomplete submittal package will result In a requeal far
additlonel information end will supatantlally delay final review and approval of the project,
level spreader Is at least 1314 per cfa for thick ground cover or Braes or 100 R per cis In canopied forest with leaf
litter.
Pre•Form Scour Holes Are on flat elopes only
Ne atrurctures are located in protected buffers'
If bypass method specified U the Draft level Spreader Daeign Option Daa,ment:
Bypass method Is specified (If applicapte) and plan details and calculations are provided
Discharge to level spreader end subsequent filter strip Is hydraulically and spatially separate from the bypass
dlsrharge,
No structures are located In protected buffers.
Plan detafis for the pypaas and outlets are provided.
The operation and malrtlsnance agreement includes annual erosion and vagetatton repair,
The operation and maintenance agreement signed and notarized by the responsible party is pravJded.
'level spreaders in series can be used on ebpea of up to 16°~ In forested areas with leaf littler cover or on slopes o1 up to 259b 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 tae located in tone 1 of a protected twffer area.

O6i27i2O05 14:46 JOHN A. EDWARDS ~: CO. ~ 8469467 N0.492 DO4
DWQ Protect No.
DMSION Of WATER QUALITY • LEVEI.6PRf;ADER WORK6MEtT
I. PROJECT INFORMATION (please complete the following ' farmedon):
Project Name : - 7~1E~1 L1GE
Contact person. ~~ ,~f ~~,,,4i„f °~, Phone Number. f3'/9 5 ~'~-yam ""-
Level Spreader ID: , G
Level Spreader length U ft. (perpendicular to flow)
Drainage Aree ac. (on-site and ofFeite drainage to the level spreader)
Impervious Area ~ O ac. (a1•site and off~lta drainage to the lava! spreader)
Maximum Filter Striplt3uffer Slope 9b (Fs96 for forested, leaf littler cover, 8°,6 for thick ground cover)`
grass
Max. Discharge from a tq Year Storm O ~ ~~ cte
Max, Discharge to level Spreader ~ N cta
Filter Strip/Ruffer Vegetation 6S r~Ns~ib (thick ground cover or grass, canopied forest with leaf litter
~'~~' groundcover)
I're-treatment or t3ypass Method
REQUIREp fT!`M9 CHECKLIST
Initial In the space provided to Indicate the following design requirements have bean met and aupporting documentation Is attached. rf a
requirement t-as not 6eBn met, attactr an exptenetlon of why. At a minimum, a complete elormwater managamen( plan submittal btctudes
a worksheet for each BMP, design calculations, plane and speci~cagone showing ail BMPe and outlet sln~cture details, a detailed
drainage plan and a fully executed operation end melntenance agreement, An incomplete submittal package will reauft in a request tar
addltlonal Infomtatlon and will eubstanllally delay final review end approval of the proJeot.
A I
level spreader fe at feast 13 ft, par cfa for thick ground cover or grass or 100 R per cfs la canopied forest with leaf
litter.
Pre-Form Scour Nolea era on flat slopes only
No structures are located In protected buffers`
If bypass method specfiled In the Draft Level Spreader peslgn Optlan Document:
Bypass method is specified (If applicable) and plan details artd calculations are provided
Discharge to level aproader end subsequent f~tor strip Is hydraulically and spatially separate fmm the bypass
discharge.
Na atructurea are located In protected buitera.
_ Plan details for the bypass and outlets are provided.
The operation and maintenance agreement Includes annual erosion a-td vegetation repair.
The aperetlon and maintenenae agreement signed and notarized by the reaponalble parry fe provided.
' t evef spreaders In settee can be used on slopes of up to 1596 in forested areas with leaf IltUer cover or on elopes at up to 2596 In areas
with fhidc ground cover or grass if designed according to the Drak Level Spreader Design Option Document. This potentially requlrea a
minor variance in protected buffer areas, In any evens the second level spreader cannot be located In Zone 1 of a protected buffer area.

06i27i2005 14:46 JOHN A. EDWARDS & CO. ~ 8469467 N0.492 D03
owe Project No,
QIVISIBN OF WATER QUALITY • LEYEL SPREAI}ER WORKSHEET
I. PROJECT INFORMATION (please complete the roUowl
Protect Name
Contact Person:
~ ~ ~r . e ~r ..
~
Level Spraadet ID. , ~ "'
Level Spreader Length Q ry

Qrainags Area
Impervious Area ,
_~,~~_ ac.

Maximum Filter Sblp/t3ufier Slope ~ i~ ~
°6
-~
gras9
Max, Discharge from a 10 Year Storm
Maz. pischarge to Level Spreader
Filter StriplBuffer Vegetation
Pra-treatment or Bypass Method
InbrmeUon);
Phone Number;
(perpendicular tp 11ow)
(on•aite and aft site drainage to the level spreader}
(on-alts and off•alte drainage to the level Spreader)
(694 for toreatad~ leaf littler cover, 696 for thick ground cover)'
~ ~ Cf9
cis
•-y oF~ ~
~~ u
REQUIREp (TENS CNEGKLIST
(thick ground cover or grass, canople4 forest with leas utter
groundcover)
Initial In the space provld6d la indicate Iha fntlowing design requirements have been met and supporting documentatlcn is attached. if a
requirement has not been mef, attach en explanation of why. AI a minimum, a complete atormwat®r management plan aubmittel includes
a worksheet for each BMP, design catculaGona, plane and speclficetians showing ail 6MPe and outlet eUucf>are details, a detailed
drainage plan and a fully executed oparatlon and maintenance agreement. Ion Incomplete submittal package wiQ result In a request for
additional Infarmatlon and vrill subetentfally delay ilnal review end approval of the project.
I'
Level spreader is at least 13 f<. per cis for thick ground cover or grass or 100 ft per cis in canopied forest with leaf
litter.
_,..,,,._Pre-Form Scour Hales are on Bat slope, only
No spuGurea are located in protected buffers'
If bypass method specflled in the graft Level Sp-®ader peslgn Option Document:
Bypass method Is opecified (II appgcabie) and plan details and celculatlons ere provided
Qlscharge to level spreader and subsequent filter strip Is hydraulically and apatlally separate hem the bypass
discharge.
Na sRucturee are located in protected butters.
Plan details for the bypass and outlets era provided.
The oparatlon an4 maintenance agreement Includes annual erosion and vegetellon repair.
'the operation end maintenance agreement signed end notattzed by the responslWe party Is provided.
level spreaders In sdrles can be used on slopes of up to 11i~,6 In foraated areas with leaf littler cover or on elopes of up to 2596 to areas
w!M thick ground caover or grass If designed accarding to the Draft Level Spreader Design Option Document. This potsnUally requires e
minor variance In protacled buffer areas. In any avant the second level spreader cannot be located In Zone 1 of a protected butter area.

06'i27i2005 14:46 JOHN A. EDWARDS & CO. -~ 8469467 N0.492 D02
I~ PRaJECTINFOF
Project Name : _
Contact Person, ,,
Leval Spreader ID; .
pWQ project No,
DIVI610N OF WATER QUALITY • LEVEL SPREApER WORK6HEET
TION (please complete the following information):
level spreader length
Drainage Area
Impervious Area
Maximum Filter 5triplBuffer Slope
grass
Max. pischarge from a 10 Year Storm
Maz, Discharge to Leval Spreader
Filler Strip/13ufler Vegetation
Pre-trsatmerrt ar Bypass Melhod
REQUIRED fTEM3 CHECKLIST
-~ ft.
- Q ~3 ac,
_1- t ~ ac.
1• y ct~
Ct8
5 -~Y C o arEvj
~e'ST'
Phone Number;
(perpendlctalar toflow)
(on-site and off site drainage to the level spreader)
(on-site and otfi•sile drainage to the level spreader)
(liy~ for forested, lest limer cover, 896 for thick around cover)'
(thick ground cover or grass, canopied forest urlfh leaf litter
groundcover)
Initial in the space provided to Indleate the following design requirements have been met and supporting documentation is attached. rre
requirsmertf lras no{ been met attach en expleneflon of why. At a minimum, a complete starmwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specitlcatlone showing all t3MPs And outlet structure details, a detailed
drainage plan and a luily executed operation and main{snance agreement. An incomplete submittal package wll- result ip a request for
addltlonaj inforrnatlpn end will substantially delay final review end approval of the project,
I'ca
Level spreader Is at least 13 h. per cfs for thick Around cover or grass or ~ 00 fl 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 graft Level Spreader pesign Option Document'
Bypass method Is specified (if applicable) and plan de{aHs and calculations are provided
Discharge to level spreader and subsequent Titer strip la hydraulically and spallally separate from the bypass
discharge.
No structures are locotad In protected butters,
Plan details for the bypass and outlets are prov(ded.
Tha operation and malntananca agreement Includes annual erosion and vegetation repair.
The operation and malntenanoa agreement signed and nolrirized by the responsible party Is provided.
' Level spreaders In aeries can be used on slopes of up to 15% in forested areas wish Iea1 littler cover or on elopes of up to 2596 in areas
with thick ground cover ar grass if designed according to the graft Level Spreader peslpn 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.

OF wA7-~.R Michael F. Easley, Governor
William G. Ross Jr., Secretary
\O~ pG North Carolina Department of Environment and Natural Resources
`~~ v~ u ~ Alan W. Klimek, P.E. Director
> C.~~ -1 Colleen HD vislion of Water Qualit r
D 'C Y
January 26, 2005
Aaron Cooper
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
BASIN:
Neuse River
(15A NCAC 2B .0233)
Complaint
Incident #
TPBRRO#OS-0018
County: Franklin
~a,,~ z s 200
Tar-Pamlico X
(15A NCAC 2B .0259)
NOV Buffer Determination X
Appeal Call
Project Name: Goldston Property S & EC Project # 8595 W2
Location/Directions: North on 96, near Pocomoke in Franklin Countv
Subject Stream: UT of Cedar Creek
Date of Determination: 1/26/05
Feature Start Buffer
GPS Points (if
rovided End Buffer Stream
Form Appeal
Call Located
on Soil
Surve Located on
USGS
To o ra hic
A Not Sub'ect X
B Fla 217 X
C Flag 06 & 56 X X
D Not Sub'ect X

~~
Raleigh Regional Office 1628 Mail Service Center 1~~ phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-877-623-6748

Goldston Property
S&EC
1 /26/2005
Page 2 of 2
This on-site deter»rination shall expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the D WQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing e% Cyndi Karoly ,DWQ Wetlands/401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask jor an ad judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal tin:e 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 1 SOB 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 fora hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Divtsion ojWater Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
Michael Horan
Environmental Spec. I
CC: File Copy
Central Files
Danny Smith
Kevin Yates, USACE Raleigh Field Office
Land Quality

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LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, 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 /easf 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.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: Thomas P. Holden
Title: Managing Partner, Alliance Construction & Development, LLC
Address: /} PO Box 6651, Raleigh, NC 27628
Phone: IA (4141 .. n Q~o_nnon
Signatu
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, ~' n,~,, ~,~,,.[~ , a Notary Public for the State of -1/~ • C .
County of , do hereby certify that ' ~ ~. , ,,,,
personally ap eared before me this a '1 day of -~a ~OpS ,and acknowledge the due
execution of the forgoing level spreader maintenance requirements. Witness my hand and
official seal.........~.•.-.....
~,.
v~~/'~. ~O TA R~ °ti
~.*
`p ~'UBL~G .2
c
SEAL My commission expires `~'- 01 - D 7
Page 1 of 1

__
_. _
Pde:\l5ecl5ecPO~~n\Wetiand Porm~\Vertical XxcGOnD

DWQ# ~ ~ ~ ~ ~ 2, L-E'l ~ Date ~ ~~ ~%J ~ Who Reviewed: ~~Pub~
N~cc9
Plan Detail Incomplete
^ Please provide a location map for the project.
^ Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
^ Please show all wetland impacts including fill slopes on the site plan.
^ Please indicate all buffer impacts on the site plan.
^ Please indicate proposed lot layout as overlays on the site plan.
^ Please indicate the location of the protected buffers as overlays on the site plan.
^ Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
^ Please provide cross section details showing the provisions for aquatic life passage.
^ Please locate any planned sewer lines on the site plan.
^ Please provide the location of any proposed stormwater management practices as required by GC
^ Please provide detail for the stormwater management practices as required by GC
^ Please specify the percent of project imperviousness area based on the estimated built-out conditions.
^ Please indicate all stormwater outfalls on the site plan.
^ Please indicate the diffuse flow provision measures on the site plan.
^ Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
^ The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
^ This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
^ This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
. Please revise the plans to minimize the impacts.
^ The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be dischazged through the buffer.
Other
^ The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ .This additional fee must be received before your application can be reviewed.
^ Please complete Section(s) on the application.
^ Please provide a signed copy of the application.
^ Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
^ of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
^ Please indicate which 404 Permit the USACE would use to authorize this project.

~' c-~.C~ l ~ c.Yl~ ~c~~J~ c-~- ~'~ ~.~--~! ~~~Li V ~~-~VLS~
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SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of Water Quality
Tran # Invoice Type Date Reference
8116 0830051 Invoice 08/30/05 8595.W2
000568
Check Number: 568
Date: 08/30/05 Check Amt: $200.00
Balance Discount Pay Amount
$200.00 $0.00 $200.00
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