20051264 Ver 2_COMPLETE FILE_20050831

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 # 05-1264
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-]El, 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 Therefore, your file is hereby considered withdrawn and will not be reviewed until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?
C?iKaroly, 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\05-1264 ver 2 - Stoneridge SD (Franklin) NOW.doc
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://-h2o,cnr,state,nc.us/ncwetlands
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An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
OF W ATF9 Michael F. Easley, Governor
William G. Ross Jr., Secretary
Co r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 19, 2005
DWQ Project # 05-1264, 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. The DWQ has determined that your application was incomplete and/or provided inaccurate
information as discussed below. The DWQ will require additional information in order to process your
application to impact protected wetlands and/or streams on the subject property. Therefore, unless we
receive 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 Oversight/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
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N Carolina
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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 Oversight/Express Review Permitting Unit
CBK/ijm
A
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_Ver2_stoneridge(Franklin)On_Hold
__, 2w )51264 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
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• t_?1'
20051264
•
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,
Raleigh, ?t ERnw2 n
NC NC 2 27604-2260 ?"? L? M? ec"te
AUG .3 1 2005
DENR - WATER QUALITY
WETLANDS AND STORMWATER 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 (USACE) 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.
PRO.1FCT RI MMARY
Project Name Stonerid a Subdivision
Project Type Residential Subdivision
Owner / Applicant Alliance Building & Development, LLC
Count Franklin
Nearest Town Franklinton
Waterbod Name UT to Cedar Creek
Basin / Sub-basin 03-02-01
Index Number 28-29-(l)
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 VicinityMap
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
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
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 Coastal Management Area of
Environmental Concern (see the top of page 2 for further detail 1{{u?J? I?52 D
D
II. Applicant Information AUG 3 1 2005
Owner/Applicant Information DENR - WATER QUALITY
Name:_ Alliance Construction & DevelopmenW T ISH oTERwI} nL
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 Ridge Road
_ Raleigh, N.C. 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: acoopersandec.com
Pagel 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 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 ON 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/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 general
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
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-DWQ confirmed our buffer start points on-site on January 26, 2005
(TPBRRO#05-0018). Mr. Horan's letter is attached to this application. A 404 pen-nit was
obtained for the project requesting 115 linear feet for the road crossing on July 25, 2005 (AID
200520221), as well as Approval of 401 Water Quality Certification on August 1, 2005 (DWQ
Project #05-1264. 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 Impact 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 nroiect:
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
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 may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The monosed road is necessarv to access a portion of the nronertv. The road was aligned to
cross the stream at a nearly perpendicular 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
crossing on July 25, 2005 (AID 200520221), as well as Approval of 401 Water Quality
Certification on August 1, 2005 (DWQ Project #05-1264. 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 may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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 213.0259 (Tar-Pamlico), 15A NCAC 0213.0243 (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
(square feet Multiplier Required
Mitigation
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 attached)-
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 El
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 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).
N/A
31-/Z
l
0/o
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 9198292689
01/26/0S 11:S8am P. 002
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.eoin
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
l
Name: S o ?.. C7 W?'rv- -
Address: P, (D :?jg- L G
Phone: IS R22-
Project Name/ Description: , C:) a teCS ?G --. ` CCU 0e- dam/
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: _ _ Andrec.- 6:X• c
Field Office: anfe'yk'-_
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
1, 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
V---? 50c2a
This notification supersedes any previous correspondence concerning the agent for this project
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
Print Property Own s Name
cc: Mr. John Dorney
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604

Mr. Aaron Cooper
Soil & Environmental Consultants, PA
Charlotte Office. oreensboro Of);ice:
236 LcPhillip Court, Suite C 3817-E Uwndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Pax: !704)720-9406 Fax: [phone]
4 l ?J
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Project
8595.W2 No. 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 .
Scale:
1" = 2,000'
01/12/05 ! Grissom Quadranqle ! ll
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8595 Project o Figure 2 - Soil Survey Map
Soil & Environmental Consultants, EA
Project Mgr.: Goldston Property 11010 Raven Ridge Rd.- Raleigh, NC 27614
AC Franklin Count [phone] - [phone]
----- --- y, NC Web Page: vA-vw.SandEC.COM
Scale: I
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01/14/06
O6/27/2005 14:46 JOHN A. EDWARDS & CO. 4 2469467 NO.492 1;05
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
I. PROJECT 11
Project Name :
contact Person:
Level Spreader ID:
(please complete oo follo#ft Information):
ja.l GN? w.u.J Phone Number:
D
Level Spreader Wglh 1 D 4.
Drainage Area 0, 1 ac.
Impervious Area _ -0 ac.
Maximum Filter StriplBuffer Slope ` 96
grass
Max. Discharge from a 10 Year Storm cfe
Max. Discharge to Level Spreader do
FUtar Strip/Suffer Vegetation -4"040
T
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-slte and off-alto drainage to the level spreader)
(6% for forested, leaf littler cover. 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method
REQUIRED ITEMS CHECKLIST
Initial in the space provided to Indicate the following design requirements have been met and 8upportlng documentation is attached. W a
requirement has not been met, Mach an explonat/on of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all SMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An Incomplete submittal package will result In a request for
additional information and will substantially delay final review and approval of the project.
Level spreader is at least 13 ft, per Cfs for thick ground cover or grass or 100 ft per cds In canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers,
If bypass method specified In the Draft Level Spreader Design Option Document:
Bypass method Is specified Of applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip Is hydraulically and spatially separate from the bypass
discharge.
No structures are located In protected buffers.
Plan details for the bypass and outlets are provided,
The operation and maintenance agreement Includes annual erosion and vegetation repair,
The operation and maintenance agreement signed and notarized by the responsible parry is provided.
Level spreaders in series can be used on elopes of up to 16% In forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor varlalnce In protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
06/27/2005 14:46 JOHN A. EDWARDS & CO. 4 8469467 NO.492 D04
DWQ Prolect No,
DIVISION Of WATER QUALITY - LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following' formation):
Project Name : E - ?_
Contact person; .-. A eAfiA.6 f ?.J_ Phone Number. M-1 1
Level Spreader lo:,
G
Level Spraader Length U ft. (perpendicular to flow)
Dralnogs Area ac, (on-site and off-elte drainage to the level spreader)
lmpervious Area ac. (on•eite and off-alfs drainage to the level spreader)
Maximum Filter Strips luffer Slope % (6% for forested, leaf littler cover, 8% for thick grwrid covor)•
grass
Max. Discharge from a 10 Year Storm D cfe
Max, Discharge to bevel Spreader cfe
Filler Stripts0er Vegetation gib (thick ground cover or gross, canopied forest with leaf lifter
?'A'+? groundk;ovar)
Pre-treatment or Bypass Method
fl. REQUIRED ITEMS CHECKLIST
Initial in the space provided to Indicate the following design requirements have been met and eupporting documentation is attached. ifs
raquiternent has Mt been met, agach an explanatior? of why. At a minimum. a complete etormwater management plan submittal includes
s workaheat for each BMP, design calculations, plane and specifications showing all BMPe and oullel shOure details, a detailed
drainage plan and a fully executed operation and maintenance agreement, An incomplete submittal package will result in a request for
additional Information and W4 substantially delay final review and approval of the project.
A
t oval spreader Is at least 13 ft, per cfe for thick ground cover or grass or 100 R per cfs In canopied forest with leaf
litter.
Fro-Fort Scour Nolen are on flat elopes only
No structuree are located in protectad buffers'
If bypass method specifled In the Draft Level Spreader Design Option Document:
Bypass method Is speclfled (if appllcable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip Is hydraulically and spatially separate fmm the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on elopes of up to 25% In areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentlaily requires a
mirror variance in protected buffer areas. In arty event the second level spreader cannot be located In Zone t of a protected buffer area.
06/27/2005 14:46 JOHN A. EDWARDS e CO. ? 8469467 NO.492 D03
DVVQ Project No,
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
I, PROJECT INFORMATION (please complete the roliowli
Project Name :
As-
Contact Person:
Level Spreader ID:.
p
+?
Level Spreader Length
D
Drainage Area
Impervious Area b, J I ac,
Maximum Flltwr Strip/6uffer Stops %
grass
Max. Discharge from a 10 Year Storm
Max, Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
Information);
Phone Number;
(perpendicular to flow)
(on-site and oA 61te drainage to the level spreader)
(on-site and off-site drainage to the level spreader}
(694 for foreatad, leaf littler cover, 8% for thick ground cover)'
cis
cfs
aaq --o -JOA e.
REQUIRED ITEMS CHECKLIST
(thick ground cover or grass, canopied forest wish lest if*
groundcover)
Initial in the space provided to indicate the Iollowing design requirements have been met and supporting documentation is attached. If a
r+ega/rement has not been rnef, attach an eVianstfon of why. At a minimum, a complete stormwater management plan submittal includes
a workeheet for each SMP, design calculatilma, plans and specifications showing all 6MPa And outlet stroatuna details, a detailed
drainage plan and a fully executed operation and maintenance agreement, An Incomplete submittal package WO result In a request for
additional Information and will substantially delay final review and approval of the project.
I'
Level spreader is at least 13 ft. per cis for thick 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 structures are located In protected briers'
It bypass method specified in the Draft Level Spreader Design Option Document-
8YPO83 method Is Alscharge to level spreader of dapplicable) and rubs subsequent filter strip tIslhydraulically ocand spatially separate
rate
discharge, Re ham The bypass
No structures are located in protected buffers.
Plan details tar the bypass and outlets are provided.
The operation and maintenance agreement Includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* LOV61 spreaders In $wries can be used on slopes of up to 16% In forested areas with leaf Ihger cover or on slopes of up to 25% in areas
w1th thick ground cover or grass if designed acoording 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 cannat be located In Zone 1 of 0 protected buffer area.
06/27/2005 14:46 JOHN A. EDWARDS & CO. -), 8469467 NO.492
DWQ Project No.
DIV16ION OF WATER QUALITY • LEVEL SPREADER WORK6HEET
I. PROJECT INFORMATION (please complete the following information):
Project Name
Contact Person. Phone Number: 01gt g -cfc?
Level spreader ID; . A
Level Spreader Length D ft. (perpendicular to flow)
Drainage Area Q 1-1 ac. (on-slte and off site drainage to the Ievel spreader)
Impervious Area ac. (on-site and off-elle drainage to the level spreader)
MAXimum Filter Strip/Buffer Slope % (15% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm 1 q cfa
Max, Discharge to Level Spreader i cfs
Filler Strip/Suffer Vegetation
J 1211 s -? C o oia b (thick ground cover or grass, canopied farest with leaf litter
Apocs ' groundoover)
Pre-treatment or Bypass Method /_A
REQUIRED ITEMS CHECKLIST
Initial in the space provided to Indicate the following design requirements have been met and supporting documentation is attached, rte
requiremoni has no been met, allach on explanarlon of why. Al a min imum, a complete starmwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications Showing all 6101's and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
G
Level spreader Is at least 13 ft. per cfs for thick ground cover or Grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located In protected buffers"
If bypass method specified In the Draft Level Spreader Design Option Document,
bypass method is epacified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located In protected buffers.
Plan details for the bypass and outlets are provided.
The operation and malntenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
D02
' Level spreaders In series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 26% In areas
wfth thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document, This potentially requires a
minor variance in protected buffer areas, in any event the second level spreader cannot be located In Zone 1 of a protected buffer area.
F %NATF Michael F. Easley, Governor
O 9 William G. Ross Jr., Secretary
O? QG North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
Division of Water Quality
O 'C
January 26, 2005
TPBRRO#05-0018
County: Franklin
Aaron Cooper
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
BASIN:
Neuse River
(15A NCAC 2B .0233)
JAN 2 S 2005
Tar-Pamlico X
(15A NCAC 213.0259)
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
provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
12pographic
A Not Subject X _
B Fla 217 X
C Flag 06 & 56 X X
D Not Subject 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 determination shall expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request fur a determination by the
Director shall be referred to the Director in writing do Cyndi Karoly, DWQ Wetlands1401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface waterfront 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 affectedparty (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 150E of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 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 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field 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 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. Holden
Title: Managing Partner, Alliance Construction & Development, LLC
Address: PO Box 6651, Raleiqh, NC 27628
Phor
Sigrn
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, ? M-y&Q A? , a Notary Public for the State of -V? . C .
County of , do hereby certify that -3 k", P.
personally ap eared before me this a '1 day of Q-u_Qc, aec and acknowledge the due
execution of the forgoing level spreader maintenance requirements. Witness my hand and
official seal.....................
?4 TA
? App

?y UEBnoG
xoN Co s
SEAL My commission expires L a - D 7
Page 1 of 1

?I,W5ec%5eef -%fttUnd FormW t-1 %xct?ons
8 IMPACT LOCATION
2
3
n
C
V
D
PROP05ED ROAD GRADE
ilk
4N \
2 \
Q
DEPTH BELOW
EXI5TING STREAM
BOTTOM FOR PIPE TO --
BE BURIED TO ALLOW _I_.:::r.
FOR AQUATIC LIFE
PA55AGE
EXI5TING STREAM
BOTTOM
TYPICAL ROAD CR055 SECTION
CULVERT i
FILL /
STREAM BANK
APPROXIMATE WATER
ELEVATION
Soil & Environmental Consultants, PA COUNTY, NC
NTS
11010 R.rm Ridge Ro.d - Rdeigh, Nosh Cwliiu 57611 - PhaK: (919) 8465900 Fu: [phone] Weer No.:
-.s.WEC.eom ROAD CR055 SECTION Of
IMPACT LOCATION - -
>,s 1
2 0 0 5 1 2 6 4
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
?'? a 9 W 2 N
Q
AUG 3 1 2005
DENR . WATER QUALITY
wETLAND9 AND STORMWATER 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 (USACE) 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 Type Residential Subdivision
Owner / Applicant Alliance Building & Development, LLC
Count Franklin
Nearest Town Franklinton
Waterbod Name UT to Cedar Creek
Basin / Sub-basin 03-02-01
Index Number 28-29-(l)
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 VicinityMap
Impact Map with Inset
Charlotte Office: Greensboro Office:
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 05
USACE Action ID No. DWQ No.
(1t any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 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), &r =M u D
II. Applicant Information
AU G 3 12005
Owner/Applicant Information
DENR - WATER QUALITY
Name: Alliance Construction & Development 1?€J?pA1?isT?B4P
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 Raven Ridge Road
Raleigh, N.C. 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: acooperOsandec.com
Pagel 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 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 ON 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/map-at/.1
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 general
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 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-DWQ confirmed our buffer start points on-site on January 26, 2005
(TPBRRO#05-0018). Mr. Horan's letter is attached to this application A 404 permit was
obtained for the project requesting 115 linear feet for the road crossing on July 25 2005 (AID
200520221), as well as Approval of 401 Water Quality Certification on August 1, 2005 (DWQ
Project #05-1264. 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 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: +1-0.5
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 Impact 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 project:
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
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 may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed road is necessary to access a portion of the propertv. The road was alisned to
cross the stream at a nearly perpendicular 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
crossing o_n July 25, 2005 (AID 200520221), as well as Approval of 401 Water Quality
Certification on August 1, 2005 (DWQ Project #05-1264. 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 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
ham://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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 of Non-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 213 .0233
(Neuse), 15A NCAC 213 .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
(square feet Multiplier Required
Mitigation
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 attached).-
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 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).
11 dZ -
0/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 9198292688 01/26/05 11:S8am P. 002
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: -S o ?•-,, C7 cJ?rti?
Address: P, (3 •R"'6
Phone: Ic? ?2 eC- 0011-(
//
Project Name/ Description: Cn tU>- ` Cc) e.
Date: /-- 2 6 -6
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Will-dngton, NC 28402
Attn: 6r)dreC.,. L??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
K,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. 7),
d ?? ter t2
Print Property Own 's Name
cc: Mr. John Dorney
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
perty Own r's,8
ture
Mr. Aaron Cooper
Soil & Environmental Consultants, PA
Charlotte OfCLm Grcensboro Office:
236 LcPhillip Court, Suite C 3817-E l.awndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
l=ax: [phone] Fax: [phone]
0
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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
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Soil & Environmental Consultants, PA
Project Mgr.: Goldston Property 11010 Raven Ridge Rd.- Raleigh, NC 27614
AC Franklin Count [phone] - [phone]
-- - Y, NC Web Page: www.SandEC.com
Scale:
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06/27/2005 14:46 JOHN A. EDWARDS & CO. -? 8469467 NO.492 D05
DWQ Project No,
DIVISION OF WATER QUALITY - LEVEL SPRWER WORKSHEET
I. PROJECT INFORIt6TION (please complete 0,9 follo In
Project Name :
Contact Person: 104J Level Spreader ID;.
Level Spreader Length o n,
Drainage Area 0) 1_F_
ac,
Impervious Area . o ?.
Maximum Filter Strip/Suffer Slope '-
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Leval Spreader
Filter Stripl9uifer Vegetation
Pre-Ireatment 01Bypass Method
Information):
Phone Numbar,
(perpendicular to flow)
(on-site and oft-alto drainage to the level spreader)
(on-site and off-aito drainage to the Wei spreader)
(15% for forested, leaf littler cover, 8% for thick ground cover)'
0.103 Ufa
Q, Y cfa
GdAlea n46--,M40
T
REQUIRED ITEMS CHECKLIST
(thick ground cover or grass, canopied forest with leaf titter
groundcover)
Initial in the apace provided to Indicate the following design requirements have been met and supporting documentation is attached. 1(a
requirement has not been reef, each an explanation of why. At a minimum, a complete elormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An Incomplete submittal package will result In a request for
additional information and will substantlally delay final review and approval of the project.
Level spreader Is at least 1314 per cfs for thick ground cover or grass or 100 R per cts In canopied forest with leaf
litter.
Pre-Form Scour Holes are on Out elopes only
No structures are located in protected buffers"
If bypass method specified In the Draft Level Spreader Design Option Downant:
Bypass method Is specified (If applicable) and plan details and calculations are provided
Discharge to level apreader and subsequent f9ter strip Is hydraulically and spatially separate from the bypass
dlecharge.
No structures are located In protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair,
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' level spreaders in series can be used on elopes of up to 16% In forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance In protected buffer areas, in any event the second level spreader cannot be located in tone 1 of a protected buffer area.
06/27/2005 14:46 JOHN A. EDWARDS & CO. 4 8469467 NO.492 D04
DWQ Project No,
DIVISION OF WATER QUALITY - LEVEL SPRCADER WORKSHEtT
I. PROJECT INFORMATION (please complete the following ' formation):
Project Name : - ?aatl L1GE
Contact Person; -mss , I r , c„f, , Phone Number. (21*1 l gzax-y ""-
Level Spreedar to:,
G
Level Spreader Length U ft. (perpendicular to flow)
Drainage Arep ac, (on-site and off-site drainage to the level spreader)
Impervious Area O no. (on•eite and off-alto drainage to the level spreader)
Maximum Filter StriplBuffer Slope % (1396 for forested, leaf littler cover, 8% for thick ground cover)`
grass
Max. Discharge from a 10 Year Storm O CIO
Max, Discharge to Level Spreader N ota
Filter StriptSuffer Vegetation fieALC'. C,&NsPib (thick ground cover or grass, canopied forest with leaf titter
119,owdr groundcover)
Pre-treatment or Bypass Method
REQUIRED ITEMS CHECKLIST
Initial In the space provided to Indicate the following design requirements have been met and aupportlng documentation Is attached, If a
requirement has not been met, attach an explanation of why, At a minimum, a complete elormwater management plan submittal includes
a worksheet for each OMP, design calculations, plane and specipcagons showing all BMae and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement, An incomplete submittal package will result in a request for
additional Information and will substantially delay final review and approval of the project.
A I
Laval spreader Is at feast 13 It, per cis for thick ground cover or grass or 100 R per cis In canopied (orest with leaf
litter.
Pre-Form Scour Holes era on flat slopes only
L=No structures are located In protected buffers'
If bypass method specified In the Draft Level Spreader Design Option Document:
Bypass method is specifed (If applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided,
The operation and maintenance agreement Includes annual erosion and vegetation repair,
The operation and maintenance agreement signed and notarized by the responsible party is provided,
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf IltUer cover or on slopes of up to 25% In areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document, This potentially requires a
minor variance in protected buffer areas, In any event the second level spreader cannot be located In Zone 1 of a protected buffer area.
06/27/2005 14:46 JOHN A. EDWARDS & CO. 4 8469467 NO.492 P03
DWO Project No,
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the follow)
Project Name
Contact Person:
Level Spreader ID:,
Level Spreader Length Q ry
Drainage Area
Impervious Area ac.

M
aximum Filter SblplBuffer Slope r ?
ac,
%
°6
-?
grass
Max, Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Sbip/Buffer Vegetetlon
Pro-treatmenl or Bypass Method
Information):
Phone Number;
(perpendicular to flow)
(on-site and off site drainage to the level spreader)
(on-site and off-alto drainage to the level Spreader)
(694 for foreated loaf littler cover, 6% for thick ground cover)'
? ? Cfs
cis
gA.J.0A ez
REQUIRED ITEMS CHECKLIST
(thick ground cover or grass, canopied forest with loaf litter
groundcover)
Initial in the space provided to Indicate the following design requirements have been met and supporting documentuden is attached. If o
requirement has not been met, attach On explanation of why. Al a minimum, a complete stormwater management plan submittal includes
a worksheet for each SMP, design calculations, plane and specifications showing all 6MPa and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement, An Incomplete submittal package vrlo result In a request for
additional Information and vrill substantially delay final review and approval of the project.
I'
Level spreader is at least 13 ft. per cfa for thick ground cover or grass or 100 It per cis in canopied )crest with leaf
litter.
Pro-Form Scour Hales are on Bat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method Is specified (if applicable) and plan details and caiculatlons are provided
Discharge to level spreader and subsequent filter strip Is hydraulically and spatially separate from the bypass
discharge.
Na structural are located In protected buffers.
Plan details for the bypass and outlets ere provided.
The operation and maintenance agreement Includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders In series can be used on slopes of up to 16% In forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass If designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance In protected buffer areas. In any event the second level spreader cannot be located In Zone 1 of 0 protected buffer area.
06''/27/2005 14:46 JOHN A. EDWARDS & CO. 4 9469467 NO.492 D02
L PROJECT INFOF
Project Nome.
Contact Person,
Level Spreader ID:.
DWQ Project No,
DIVISION OF WATER OUALITY - LEVEL SPREADER WORKSMEET
TION (please complete the following information):
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Sthp/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Max, Discharge to Level Spreader
Filter Stripe Buffer Vegetation
Pre-treatment or Bypass Method
REQUIRED ITEMS CHECKLIST
-o ft.
- Q ?3 ac.
%
1• y cfs
cfs
5 -?Y C o Plato
FAv-s '
-W-/A--
Phone Number:
(perpendlcglar to flow)
(on-site and off site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, teat littler cover, 8% (or thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to Indicate the following design requirements have been met and supporting documentation is attached. rre
requimmerlr has not been met, effach on explaneflon of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each OMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project,
I'ca
Level spreader Is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cis in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
4ME=No structures are located In protected buffers"
If bypass method specified In the Draft Level Spreader Design Option Document'
Bypass method Is specified (if applicable) and plan detaHs and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement Includes annual aroslon and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 26% In areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document, This potentially requires a
minor variance in protected buffer areas, In any event the second level spreader cannot be located in Zone t 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? Alan W. Klimek, P.E. Director
> y Colleen H. Sullins, Deputy Director
DSlins of Water D 'C Quality
January 26, 2005
Aaron Cooper
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
BASIN:
Neuse River
(15A NCAC 2B .0233)
Complaint
Incident #
TPBRRO#05-0018
County: Franklin
JAN 2 8 2005
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
provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
A Not Subject X
B Fla 217 X
C Flag 06 & 56 X X
D Not Subject x

Raleigh Regional Office 1628 Mail Service Center 1` ENR 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 determination shall expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the D WQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing e% Cyndi Karoly, DWQ Wetlands1401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affectedparty (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask 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 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field 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 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. Holden
Title: Managing Partner, Alliance Construction & Development, LLC
Address: PO Box 6651, Raleigh, NC 27628
Phone: IA (41Q) . 0 090_noon
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, a Notary Public for the State of -Y/ . C .
County of do hereby certify that
personally ap eared before me this a '1 day of - a G1Op5-, and acknowledge the due
execution of the forgoing level spreader maintenance requirements. Witness my hand and
official seal .............
I", ?' -'s ?......._-.-.. P,q+A
vAR/?O TA4 0;

`p ?'UBL?G .2
c
SEAL My commission expires L 01 -0 7
Page 1 of 1
__
_. _
Pde:\l5ecl5ecPO??n\Wetiand Porm?\Vertical XxcGOnD
DWQ# CfS ?2-?_ClI Date Who Reviewed: ?Pub?
WVQ6
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 discharged 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.

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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
o ? ? ? 1005
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