20060522 Ver 1_COMPLETE FILE_20060327

O?O? W A T ?9PG
O 'r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
May 26, 2006
Mr. Bob Doyle
Foxborough Crossing, Inc.
P.O. Box 236
Knightdale, NC 27545
Subject Property: Foxborough Crossings
Ut to Buffalo Creek [030406, 27-57-16-(2), B, NSW]
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0522
Wake County
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions
Dear Mr. Doyle:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.533 acres of wetland (0.046 acres permanent impacts, 0.487 acres temporary
impacts), 92 linear feet of intermittent stream, and 1,252 square feet (ft) of protected Zone I Neuse River
basin riparian buffer and 1,078 square feet (ft') of protected Zone 2 Neuse River basin riparian buffer to
construct the proposed residential subdivision, as described within your application dated March 27,
2006, and received by the N.C. Division of Water Quality (DWQ) on March 27, 2006. After reviewing
your application, we have decided that the impacts are covered by General Water Quality Certification
Number(s) 3374 and 3402 (GC3374 and GC3402). The Certification(s) allows you to use Nationwide
Permit(s) NW 12 and NW39, respectively, when issued by the US Army Corps of Engineers (USACE).
This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian
buffers per 15A NCAC 213 .0233. In addition, you should obtain or otherwise comply with any other
required federal, state or local permits before you go ahead with your project including (but not limited
to) Erosion and Sediment Control, Non-discharge, and other regulations. Also, this approval to proceed
with your proposed impacts or to conduct impacts to waters as depicted in your application shall
expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
Conditions of Certification:
1. Impacts Approved
Naon`?Carolina
401 Oversight/Express Review Permits Unit c? ?`ff«r??(J
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Foxborough Crossings, Inc.
Page 2 of 3
May 26, 2006
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved Units Plan Location or Reference
404/Wetland 0.533 (acres) - (0.046 acres permanent impacts, 0.487 acres
temporary impacts) PCN page 4 of 9
Stream -
Intermittent 92 (linear feet) - (72 linear feet permanent impacts, 20 linear
feet temporary impacts) PCN page 4 of 9
Buffer - Zone 1 1,252 (square feet PCN page 7 of 9
Buffer -Zone 2 1,078 (square feet PCN page 7 of 9
Sediment and Erosion Control:
2. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the 404/401 Permit Application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur;
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project;
5. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15 NCAC 2H,
Section .0500;
6. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
Foxborough Crossings, Inc.
Page 3 of 3
May 26, 2006
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office;
7. Deed Notifications - Deed notifications or similar mechanisms shall be placed on all retained
jurisdictional wetlands, waters and protective buffers in order to assure compliance for future
wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. A sample deed notification can be downloaded from the 401/Wetlands Unit
web site at http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be
modified as appropriate to suit to this project;
8. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at htt,2://h2o.enr.state.nc.us/su/Forms Documents.htm.;
9. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result in
disequilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the
above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip-rap or other bank hardening methods. If rip-rap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Foxborough Crossings, Inc.
Page 4 of 3
May 26, 2006
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the
401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.
Certificate of Completion:
10. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings; 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Eric Kulz in the DWQ Raleigh Regional Office at 919-791-4200.
AWK/Um
Enclosures: GC 3374 and GC 3402
Certificate of Completion
SLicere l y,
/'•?Alan W. Klimek, P.E.
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Sean Clark, Soil & Environmental Consultants, P.A., 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: 060522FoxboroughCrossings(Wake)401_NBR
RE: Foxborough Crossing-DWQ06-0522
Subject: RE: Foxborough Crossing-DWQ#06-0522
From: "Debbie Edwards" <[e-mail]>
Date: Wed, 24 May 2006 13:55:09 -0400
To: "Laurie Dennison" <[e-mail]>
Laurie,
We submitted new information on 4/12/06, see attached. I have also
3 included the signed Action Courier ticket for confirmation of our
delivery. Please let me know if you need anything else.
Debbie
Debbie Edwards
Environmental Specialist
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
Phone: [phone]
Fax: [phone]
Mobile: [phone]
www.SandEC.com
-----original Message-----
From: Laurie Dennison [mailto:laurie.j.dennisononcmail.net]
Sent: Wednesday, May 24, 2006 12:44 PM
To: Debbie Edwards
Subject: Re: Foxborough Crossing-DWQ#06-0522
Debbie -
Project has been on hold since 4/3/06. Atta
hold letter that Sean was cc'd on. If there
S&EC's part, please advise.
Laurie
ched is (unsigned) copy of
has been an update on
Laurie
Debbie Edwards wrote:
Laurie,
O Could I get a status on the subject project? We submitted new
information to DWQ on April 12th and the client and starting to bug
us.
Thanks,
Debbie
**Debbie Edwards******
**Environmental Specialist**
**Soil & Environmental Consultants, PA**
**11010 Raven Ridge Road******
**Raleigh****, North Carolina 27614******
1 of 2 5/24/2006 3:19 PM
RE: Foxborough Crossing-DWQ#06-0522
**Phone: [phone]**
**Fax: [phone]**
**Mobile****: [phone]**
**www.SandEC.com**
Content-Description: DWQ Response_041206.pdf
DWQ Response_041206.pdf Content-Type: application/octet-stream
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2 of 2 5/24/2006 3:19 PM
Re: Foxborough Crossing-DWQ#06-0522
Subject: Re: Foxborough Crossing-DWQ#06-0522
From: Laurie Dennison <[e-mail]>
Date: Wed, 24 May 2006 12:44:07 -0400
To: Debbie Edwards <[e-mail]>
Debbie -
Project has been on hold since 4/3/06. Attached is (unsigned) copy of hold letter
that Sean was cc'd on. If there has been an update on S&EC's part, please advise.
Laurie
Laurie
Debbie Edwards wrote:
Laurie,
Could I get a status on the subject project? We submitted new information to
DWQ on April 12 th and the client and starting to bug us.
Thanks,
Debbie
**Debbie Edwards******
**Environmental Specialist**
**Soil & Environmental Consultants, PA**
**11010 Raven Ridge Road******
**Raleigh****, North Carolina 27614******
**Phone: [phone]**
**Fax: [phone]**
**Mobile****: [phone]**
**www.SandEC.com**
Content-Type: application/msword
060522FoxboroughCrossings(Walcc)On Hold.doc
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1
5/24/2006 12:44 PM
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
April 12, 2006
S&EC Project # 9037.W3
DWQ No. 06-0522
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly/Ian McMillan
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
RE: Response to the April 3, 2006 Request for More Information
Foxborough Crossings
Wendell, Wake County, North Carolina
To Whom It May Conccm:
The purpose of this letter is to provide the additional information requested in your April 3,
2006 letter. Your requests are stated below and then followed by our response.
1. Please provide a signed and notarized Operations and Maintenance agreement for the level
spreaders.
Please see the attached Operations and Maintenance agreement as requested.
2. Please be advised deed notifications will need to be placed on all lots that abut wetlands.
As per condition 16 of GC3402, the property owner has been advised that deed restrictions will be
required on all lots containing wetlands and will do so when the lots are sold.
Please call or e-mail (sclarknsandeo.com) me if I can be of any further assistance.
Sincerely,
Sean Clark
Environmental Specialist
Attachment: O&M Agreement
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 DWO of any problems with the system or prior to any changes to
the system or responsible party.
Pdntname:_ Bob Doyle, Foxborough Crossing, Inc.
Title: Secretary
Address: 207 N. First Ave. Knigh dal , NC 27545
Phone: [phone]
,oSignature: a ire ?- cp
Date: 41&1o(,
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, I' OI'I Va.uc-hn McL hOb , a Notary Public for the State of Noah Can IMc
County of 70 0 S-tmr-) , do hereby certify that Bob Doyle
personally appeared before me this _ tehl day oft; I , d 0(0, and acknowledge the due
execution of the forgoing wet [wetland) detention basin maintenance requirements. Witness my hand and
official seal,
OFFICIAL SEAL
Notary Public, North Carolina
"?r County of Johnston
LORI VAUGHN MCLAMB
M Commission Expires September 1, 2007
SEAL

My commission expires q - I ~ aw)
Page 1 of I
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O?O? W A rF9oG Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
> ...1
-? Alan W. Klimek, P.E. Director
Division of Water Quality
April 3, 2006
DWQ Project # 06-0522
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Bob Doyle
Foxborough Crossing, Inc.
P.O. Box 236
Knightdale, NC 27545
Subject Property: Foxborough Crossings
Ut to Buffalo Creek [030406, 27-57-16-(2), B, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Doyle:
On March 27, 2006, the Division of Water Quality (DWQ) received your application dated March 27,
2006, to impact 0.533 acres of wetland (0.046 acres permanent impacts, 0.487 acres temporary impacts),
92 linear feet of intermittent stream, and 1,252 square feet (ft) of protected Zone 1 Neuse River basin
riparian buffer and 1,078 square feet (ft) of protected Zone 2 Neuse River basin riparian buffer to
construct the proposed residential subdivision. The DWQ has determined that your application was
incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected wetlands and/or streams on the
subject property. Therefore, unless we receive five copies of the additional information requested below,
we will have to move toward denial of your application as required by 15A NCAC 21-1.0506 and will
place this project on hold as incomplete until we receive this additional information. Please provide the
following information so that we may continue to review your project.
Additional Information Requested:
1. Please provide a signed and notarized Operations and Maintenance agreement for the level
spreaders.
2. Please be advised deed notifications will need to be placed on all lots that abut wetlands.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing and Eric Kulz
of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will assume
that you no longer want to pursue this project and we will consider the project as withdrawn.
N?or Carolina
?vawrally
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://www.ncwatcrquality.org
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
A
Foxborough Crossing, Inc.
Page 2 of 2
April 3, 2006
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/Ym
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Sean Clark, Soil & Environmental Consultants, P.A., 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: 060522 FoxboroughCrossin gs(W ake) On_IIold
DV,, 'Q fl 06-0522 Foxborough Crossings
Subject: DWQ # 06-0522 Foxborough Crossings
From: Laurie Dennison <[e-mail]>
Date: Tue, 04 Apr 2006 10:36:16 -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.
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Soil & Environmental Consultants, PA
X3 11010 Raven Ridge Road Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.c°n' March 27, 2006
2 0 0 6 0 5 2 2 S&EC Project # 9037.W3
To: US Army Corps of Engineers N.C. Division of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Monte Mathews Attn: Cyndi Karoly
6508 Falls of the Neuse Road, Suite 120 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27615 Raleigh, NC 27604-2260
From: Sean Clark
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Foxborough Crossings
Wendell, Wake County, NC
I _E:3
y ? Imo.:
?`? ?' 2066
. , c???1rt 2 a
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On behalf of the owner, Foxborough Crossing, Inc., (Attn: Bob Doyle) please find attached a
complete application and supplemental information requesting written concurrence from the U.S.
Army Corps of Engineers (USACE) and the N.C. Division of Water Quality (DWQ) that the
activities proposed below may precede under Nationwide Permits 12 and 39 and General Water
Quality Certification 3374 and 3402. Please contact me at [phone] if you have any
questions or require additional information.
DDn IGr`T CI IAARAARV
Project Name Foxborou h Crossings
Project Type Residential Development
Owner / Applicant Foxborou h Crossings; Inc.
Count Wake
Nearest Town Wendell
Waterbod Name UT to Buffalo Creek
Basin / Sub-basin 03-04-06
Index Number 27-57-16-(2)
Class B, NSW
IAAPArT SI IMMARY
Stream Impact (acres): 0.007
Wetland Impact (acres): 0.533*
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.540
Total Stream Impact (linear feet): 92
"Of the 0.533 acre of weuana impact, only u.u4o acre is permanent.
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization
Knightdale & Zebulon, NC - USGS Vicinity Map
Wake County Soil Survey Vicinity Map
Overall Site Plan and Impact Maps (4 sheets)
Level Spreader Worksheets (6 sheets)
Impervious Surface Calculation Sheet
$200.00 Application Fee to DWQ
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 2SO25 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
Pon
MAR 2 7 20005
VIZE Office Use Only: F'orin VcrsMn March 05
20060522
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 12 & 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Foxborough Crossing, Inc.
Mailing Address: Attn: Bob Doyle
PO Box 236
Knightdale, NC 27545
Telephone Number: 919-266-0679 Fax Number: 919-266-7561
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Sean Clark
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: 919-846-5900 Fax Number: 919-846-9467
E-mail Address: sclark0a sandec.com
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Foxborough Crossings
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): 1783-18-5640 and 1783-08-4825
4. Location
County: Wake Nearest Town: Wendell
Subdivision name (include phase/lot number): Foxborou - Crossings
Directions to site (include road numbers/names, landmarks, etc.): The project site is located
on the north side of Poole Road (SR 1007), approximately'/ mile east of the intersection of
Rolesville Road (SR 1003) and Poole Road (SR 1007), southwest of Wendell. The northern
property boundary is Buffalo Creek.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.7782 ON 78.3884 °W
6. Property size (acres): +/- 87 acres
7. Name of nearest receiving body of water: UT to Buffalo Creek [27-57-16-(2)): B, NSW]
8. River Basin: Neuse (03-04-06)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is primarily in agriculture, however the areas
immediately adjacent to the creeks and wetlands are Bottomland Hardwood Communities. A
large overhead utility line crosses through _ the property and crosses Buffalo Creek.
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used:
The proposed project is for a residential subdivision with permanent and temporary impacts
resultinp- from the installation of a road and a sewer line that are required for accessing the
entire property. Heavy equipment typically used for home road and sewer line construction
will be employed for this project.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
additional housing for the area. Proposed impacts to jurisdictional areas are needed in order
to gain access and to provide utilities to the entire property.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
On October 29, 2004, S&EC conducted a detailed wetland delineation and Neuse River Buffer
evaluation On October 11, 2004 and November 23, 2004, Mr. Michael Horan of the NC-DM
conducted a site visit to verify Neuse River Buffers (NBRRO 04-0345 and 04-0326).
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 additional permits are anticipated 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
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Page 3 of 9
1. Provide a written description of the proposed impacts: Proposed permanent impacts
include 0.046 acres of wetlands and 72 linear feet of unimportant stream channel Proposed
temporary impacts include 0.487 acre of wetlands and 20 linear feet of stream channel
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
#1 Road Fill
(permanent) Forested No +/_8001 0.030
#3 Utility/Lot Fill
( ermanent) Forested No +/- 60' 0.016
94 Temporary-utility line Forested/herbaceous Yes 30' 0
487
(temporary) .
Total Wetland Impact (acres) 0.533*
*Of the 0.533 acre wetland impacts only 0.046 acre are permanent.
3. List the total acreage (estimated) of all existing wetlands on the property: +/- 15 acre
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
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
UT to Buffalo Road crossing-
#2 Creek culvert Intermittent 2 72 0.003
(permanent)
UT to Buffalo Temporary-utility
##3 Creek line Intermittent 3 20 0.004
(temporary)
Total Stream Impact (by length and acreage) 92 0.007
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.
Page 4 of 9
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 N/A
Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.007
Wetland Impact (acres): 0.533
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.540
Total Stream Impact (linear feet): 92
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.
There are no isolated wetlands or streams on this property.
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.
Two of the impacts (Impacts 1 and 2) are directly related to road crossings. These road crossings
are required in order to gain access to property that exists between Poole Road and the
jurisdictional drainage feature that runs parallel to Poole Road. The sewer line impacts are
needed to tie the property's sanitary sewer outfall to the Town of Wendell's main lines.
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/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No permanent impacts to perennial/important streams are proposed so no mitigation is
proposed. Proposed permanent wetland impacts total only 0.046 acre (i.e. less than 1/10
acre), so no wetland mitigation is proposed. 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.ne.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Page 6 of 9
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Neuse )? 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.
Utility Crossina #3
Zone*
(square feet Multiplier Required
Mitigation
1 1,252 3 (2 for Catawba) N/A
2 1,078 1.5 N/A
Total 2,330 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.
Page 7 of 9
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260.
Buffer mitigation is not required because the only proposed riparian buffer impact is
considered an "exempt" activity.
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.
The percent impervious for the entire project is 10.47% (see impervious breakdown
attachment).
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The project will tie into the Town of Wendell's sewer system.
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.statc.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. Foxborough Crossings 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).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
01/13/2006 16:04 9192667561 DOYLES TAX SERUICE PAGE 02
Jan 13 06 02:33N ERIC L. THOt1PSON tk MSSOC. 313-460-02a't p.2
30 _
Soil & Environmental Consultants, PA
11010 Kaieu Kldgt. Rind • Ralclgh. NQrrh Clrolida 27614 • 111011t: M9) 846-570(1 • rye: OM Rot, 9107
www.SandEC corn
AGENT AU1'HORI -A'UON FORM
All Blanks To Be Filled [n B}L
I Current LKtttdot4mer
Name: Ood poy?E j ?XBoRvd4N C/Qo3siNG, S,ye,
Address: P 0- 130K 23(0 ?ti/r,?f7paG4c Np2 ou 75
Phone: 9/ - ZGG - 06 7?
Project lNxmV/Description: 6.YAD,eorr?Fl ?ass?,?4 SID S&-Pc Project ?# .,.. 9D-3 I
Bate: ??la f ofo
The Department of thr Army
US. Array Corps of Engineers, Wilmington District
P.Q. Pox 1890
Minlinglon, NNZ S,IC12
Attn:
Re: VVeLlAndc Re.lated ConSUlting and Permitting
To Whore It May Conco
1, the eUrrent , owrler, hereby designate and authorize Snit & FnvhOnroen.tal CansultanL,;, PA to
act in mY behalf as Illy agent in the processing of Iscrmit applications, to furnish upon request
suF lemental information in iupporL of applications, ete. from this day fampard. 'n( 13 ' d.tv al
_ JA1J0_20O(p -
't'his notification supersedes any Previ(ltrs correspundence concerning 11le agent for this l?roje. t.
NOTIC;2'a 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.
Bola goy
Print Property Owner's Namza
Property Owner' Sil;naturv
cc: Ms. Cyndi Karoly
NCi)1i,NR - DW1 )
2321 Crabtree Boulevard.
Rnictil;h, NC 27(ii34
?.1??t1ssJ.r.Cl?i.ry;
cc: Ms. Debbie i:dwarcls
Soil & EnvironMUnu,l. Consult.nts, PA
236 Lo'bilpp Court, suite C Grcr?vhm„ f7jgty;;
Concord, NC :S;ll>S 3817-)1 Uwmwe 1J1ir-
P(ua1c: ON) 720.44(1.1 6rvcji0&vo, N r' 27,15S
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Project No. Figure 2 - Soil Survey Map
9037.W1
-- -? A Soil & Environmental Consultants, PA
Project Mgr.: 1 ; "` x.11 Q Raven Ridge Rd.- Raleigh, NC 27614
Poole RdA Buffaloe Crk. - ( gds 900. 919} 846-9467
Wake County, NC 1
Sc P g` :
www.SandEC.com
scale:
1 1,320' MAR Z 7 2006
09/28/04 I Wake County Soil Survey ?, , t TY
October, 1984
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CURRENT USE VACANT
E CIPRENU VACANT
I? / ??\ \`\ \\\f 0 _ ` \? NNRE TO.N PARK
l/ / \ + \ /rte \\ I? ?I? ? \ ??
I i r ?3 ? q ? "' A ROAD \.. ? g ? ? -_
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77
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- - INSET 3 ?_ ..
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-- ---- _ / •?r ,\ / MV. 251.61'(01" INVERT)
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---------------- --------------- SET1
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2765 ACRES. ! O \ 7 ?^°..??-- ° \
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SET
- - - ---------- -
GRAPHIC SCALE
1 " - 200' JUNE uAN OMLR, E1AE
RA ZONING - /---?' _
P CIPRENT NI VACANT
200 0 200 400 SOLE j
D. 60 R/W ?_ -_..r_..
INSET
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AN. T
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A= 99
cp L = 4
T 2
-
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\ EXISTING
WETLAND /
a o
`OS? ? 83
\ X`
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IMPACT 1
WETLAND: 1295 SF
(0.030 AC)
i

GRAPHIC SCALE
1 " = 40'
40 0 40 80
\ ] S_ VEGE7.,4
`-BUFFER
15'
` R/V? DEDICATION -
9+00'_ .EX.
I
00+1

?d STORM OUTFA 'G'
Q ,o = 8.06 CF?S
105 LF LEA EL SPREAD
x
O

E DATA 2' BASE OUTLET
8'-34'-5 j
' DITCH W/ GRASS LINER --___--'
-
275.00
81.17'
' ------
154.27 --`
.
1i ___ ------
3\ ? ?NEUSE RIVER BUFFER j

-' IMPACT 3

...... WETLAND: 718 SF

0.016 AC

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LINER

/ S
\ 2x8
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C' 9 64 ;
8
S
Q

??
\ 40 R• MAr? 7 299
`- S

IMPACT 2 -__

CHANNEL: 72 LF
1 40'
40 0 40 80
E T -1 - --1-- 41 -, I
20
i
i
OF WETLANI
i
? i
°°•, 8? ' - " IMPACT '5
?q?e o
, CHANNEL: 20 LF
18 r/ ; tom.
-/ BUFFER ZONE 1: 1252 SF
(0.029 AC) f
T1 - ` `
' BUFFER ZONE 2:1078 SF
4V-
b3M?
STORM 0 'FALL 'I'
0,.-3.79 S
50 LF LEVEL PREADER
OUTFAL''l'
(0.025 AC)
/
i GRAPHIC SCALE - -
1 ,> = 80' - -
o
80 0 80 160 W
\ / P Z
• I J
/ j F-
_? W
4
?
j .
/ hQ
/ O
/ INTACT 4
WETLANDS: 21216 SF
(0.487 AC)
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00.,
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1
Mar 09 06 04:06p ERIC L. THOMPSON & ASSOC. 919-460-0234 p.2
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Nam: FaxpcKovaN CRosswq 5rapivisioA3
Contact Person: lklr_ L . Teal pE Phone Number. (TY ) 46 5 -2208
Level Spreader ID:. ou-mAu- 'r_"
Level Spreader Length 59 ft.
Drainage Area ? ac.
Impervious Area 0.55 ac.
Maximum Filter Strip/Buffer Slope 7 5 %
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Sbip/Buffer Vegetation
Pre-treatment or Bypass Method
REQUIRED ITEMS CHECKLIST
.4.5 cfs
4.5 cfs
4'RASS
PEE-TPE,Trrcyr
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in time space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplote submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest %ith leaf
litter.
Pro-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulicafly 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 maintonanco agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Sproador Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second lovol spreader cannot be located in Zone 1 of a protected buffer area.
Mar 09 06 04:07p
1. PROJECT INf
Project Name :
Contact Person:
LevelSpreaderlD:_
ERIC L. THOMPSON & ASSOC. 919-460-0234 P•3
DWQ Project
DIVISION OF WATER QUALITY . LEVEL SPREADER WORKSHEET
(please complete the following infomration):
Trtd r?DSat7 r eF Phone Number:
ourFALL 'P'
Level Spreader Length 93 ft.
Drainage Area 2 O ac.
Impervious Area ac.
Maximum Filter Strip/Buffor Slope %
grass
Max. Discharge from a 10 Year Storm 'J 15 cfs
Max. Discharge to Level Spreader • f ds
Filter Strip/Buffer Vegetation I,RRSS
Pre-treatment or Bypass Method & -irfr.-sffM-out
REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-sito 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 titter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of svhy. At a minimum, a complete stormwater management plan submittal includes
a worksheot for each BMP, design calculations, plans and specifications showing all BMPs and outlot 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 intomiabon and wJi substantially delay final review and approval of the project
Applicants Initials
Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
ea Pre-Form Scour Holes are on flat slopes only
e No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to laval 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 Nttler cover or on slopes of up to 25% in areas
with thick ground cover or grass d 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.
Mar 09 06 04:07p ERIC L. THOMPSON & HSSOC. 919-460-0234
DWQ Project
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the follming information):
Project Name : >?? epgoAH Ckn56+.JG Su0n1uu
Contact Person: Fie IC z . -rmnQSon1 , AG
Level Spreader 1D:. OuTf AU. ?E
Level Spreader Length /09 ft.
Drainage Area 2.35 ac.
Impervious Area 4.64 ac.
Maximum Filter Strip/Buffer Slope 7.5
grass
Max. Discharge from a 10 Year Storm S. 4 cfs
Max Discharge to Level Spreader cfs
Filter Strip/Buffer Vegetation 4htkss
p.4
Phone Number.
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-sito drainago 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 {kE-TKEAfmcro
II. REQUIRED nVJS CHECKLIST
Initial in the space provided to indicate the follovimg design requirements have been met and supporting documentation is attached. If a
requirement has not boon met attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and vAll substantially delay final review and approval of the project.
A lica , I i5als
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with loaf
oo,, Utter.
Ul?? Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsoquent 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 Elder 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.
Mar 09 06 04:07p ERIC L. THOMPSON & ASSOC. 919-460-0234 p.5
1. PROJECT tNi
Project Nam.
Contact Person:
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
TION (please complete the following information):
Level Spreader ID:. 0uT't=AUr ' F '
Level Spreader Length t 20 ft.
Drainage Area Z.14 ac.
impervious Area 0.9 Z ac.
Maximum Filter Strip/Buffer Slope 3.5 %
grass
Max. Discharge from a 10 Year Storm q. I q cfs
Max. Dischargo to Laval Spreader Q• 1 ti cfs
Titer Strip/Buffer Vegetation amy
Pre-treatment or Bypass Method PRA-?Eali+tGD
II, REQUIRED ITEMS CHECKLIST
Phone Number.
(perpendicular to flow)
(on-site and off-site drainage to ftho level spreader)
(on-site and off-site drainage to the level sproader)
(6% for forested, leaf fittior cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an oxplanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a doUled
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will rosufl In a request for
additional information and will substantially delay final review and approval of the project.
A 5ca is Initials
Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cis in canopied forest wrath leaf
litter.
A f-1 Pro-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in tho Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No shixtures 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 forded areas with leaf Mar 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 levol spreader cannot be located in Zone 1 of a protected buffer area.
Mar 09 06 04:07p
ERIC L. THOMPSON & ASSOC. 919-460-0234 p.6
DWQ Project
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT It
Project Name :
Contact Person:
Level Spreader ID:
TION (please complete the following information):
DUT't~AU- '4'
Level Spreader Length 10-5 ft
Drainage Area 2.45 ac.
Impervious Area 4. G Z ac.
Maximum Filter Strip/Buffer Slope Z. 7 %
grass
Max. Discharge from a 10 Year Storm R. oG cfs
Max. Discharge to Level Spreader 8. e4 cfs
Filter Strip/Buffer Vegetation 4"6s
Pre-treatment or Bypass Method prrc- Ig-6y ..r
fl. REQUIRED rM%IS CHECKLIST
Phone Number. MI ) 465-2208
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of My. At a minimum, a complete stonnwater management plan submittal includes
a workshoot for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A lie Initials
Level spreader is at least 13 ft per cis for thick ground cover or grass or 100 It per cfs in canopied forest with leaf
e1 litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
!'Ian details for the bypass and outlets are provided.
The operation and maintonanco agroement 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 forte areas with leaf Mar 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.
Mar 09 06 04:07p ERIC L. THOMPSON & ASSOC. 919-460-0234
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please compte
Project Name: I?Xsngdu4H CXO;
Contact Person: a16 4. THOrnnWN
Level Spreader ID:. OuTFAU- 'I'
the following information):
p.7
Phone Number:
Level Spreader Length 50 ft. (perpendicular to flow)
Drainage Area /, o y ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.4$ ac. (on-site and off-silo drainage to the level spreader)
Maximum Filter StriplBuffer Slope G•/ % (6% for forested, leaf littler covor, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm 3.79 cfs
Max. Discharge to Level Spreader 3.117 ds
Filter Strip/Buffor Vegetation Cr,ea?5 (thick ground cover or gr=, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method %k
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. if a
requiremont has not boon mot, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showirg all OMPs 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.
Applicants Initials
rC Level spreader is at least 13 ft. per ds for thick ground cover or grass or 100 ft per ds in canopied forest with leaf
litter.
Pro-Form Scour Holes are on flat slopcs only
No structures are located in protectod buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protectod 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 scrios can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopos 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.
IAIPERVIOUSAREA CALCULATIONS
(Doyle property only)
Tract size: 61.8 acres
Length of proposed roadways: 4,361 LF
Total acreage of proposed roadways: 4,361 x 32' =139,552 SF (3.20 acres)
Typical House building footprint 50' wide x 25' deep= 1,250 SF
Concrete driveway: 12' wide x 25' long= 300 SF
Total Each House: 1,550 SF. Say 1,600 SF
Total 1,600 SF x 89 lots= 142,400 SF (3.269 ac.)
Total impervious area: 3.20 ac. + 3.269 ac.= 6.469 ac.
% impervious: 6.469 ac./ 61.80 ac= 0.1047 = 10.47%
Allowable impervious each lot: 30%- 5.18% (roadways)= 24.82 %
61.8 x 0.2482= 15.33 acres (668,156 sf) / 89 lots= 7,507 SF
0 Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
v Print your name and address on the reverse
so that we can return the card to you.
' ® Attach this card to the back of the mailpiece,
or on the front if sDaco Dermits.
1. Article Addressed to:
Mr. Bob Doyle
Foxborough Crossing Inc.
P.O. Box 236
Knightdale,NC 27545
DWQ# 06-0522-Wake
A. Sinnature

Agent
? Addressee
B. Received by (Printed Name) C. Date of Delivery
D. Is delivery address different from iterTO 7 ? Yos
If YES, enter delivory address below:. 0 No
3. Service Typo
r,lcortified Mail - 4press Ma;i
F3 Registered &I Return Receipt for Merchandise
0 Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number
(rransfor from service labeq 700S 1160 0000 99S4 6139
Domestic Return Receipt 102595-02-fd-1540
UNITED STATES POSTAL SERVICE ClassT61sil
Postage & Fees
2? 1.
,,•. , ,- ,,?, ,.,, ,3 r u ..?:~. 'Permit No.'?C=1C
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
?-.i-. w ;i,==?I,=i==1=i==i=i.1i==??If==f?i?ii===?=ill
DWQ# Zv o 6- 5 2 Z Date Who Reviewed: i
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 assage. _ /
0 ('
? Please locate any planned sewer lines on the site plan. l J s ? ? ,? -1-74 1
? Please provide the location of any proposed stormwater management practices as required by GC
/Vj_,C,,l 0 -d /1/J ?f,-rYU,?t , S; ?? L•-?( ! .? t? /?n i i.. ?? /? , l s? 1 ,^? h ?? s
? 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.
C C
? Please indicate all stormwatcr outfalls on the site plan.
E-T
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted. ?A
64 C,?
Avoidance and/or Minimization Not Provided S?/ l?l/? ??rn? G CI
? 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.
? Please submit electronic CAD files showing via email to [e-mail] and CD:
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.
SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of Water Quality
Tran p Invoice Type Date Reference
10615 032706 Invoice 03/27/06#9037.W3 Permit App.
?Y
J
MAR 2 7 2066
Check Number:
Date: 3/27/2006 Check Ant:
Balance Discount
$200.00 $0.00
01A93?8
$200.00
Pay Amount
$200.00
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