20061131 Ver 1_COMPLETE FILE_20060719

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
September 22, 2006
DWQ Project # 06-1131
Wake County
Jane P. Suggs
1507 Trailwood Drive
Raleigh, NC 27607
Norwood O. & Nancy H. Hargrove
7049 US Highway 64E
Raleigh, NC 27610
Subject Property: Village Park Commons
UT Mango Creek [030402, 27-32, C, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions
Dear Sir or Madam:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.217 acres of wetlands, 374 feet of intermittent streams, 22,847 square feet
(ftz) of Zone 1 and 16,398 square feet (ft) of Zone 2 of protected riparian buffers for the purpose of
constructing the commercial development at the subject property, as described within your application
dated July 11, 2006, received by the N.C. Division of Water Quality (DWQ) on July 11, 2006 with
additional information received by DWQ on July 19, 2006. After reviewing your application, we have
decided that the impacts are covered by General Water Quality Certification Number(s) 3402 (GC3402).
The Certification(s) allows you to use Nationwide Permit(s) 18 & 39 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, and Non-discharge 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 Authorization and
Certification replaces the Authorization and Certification issued on August 4, 2006.
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:
1. Impacts Approved
One Carolina
401 OversighUExpress Review Permitting Unit "`tuCQ???
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state. nc.usftwetlands
Suggs & Hargrove
Page 2 of 3
September 22, 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 nits Plan Location or Reference
Stream 374 linear feet) Page 4 of 10 on PCN form
4041CAMA Wetlands 0.217 acres Page 4 of 10 on PCN form
Buffers -Zone 1 22,847 (square ft.) Page 8 of 10 on PCN form
Buffers - Zone 2 16,398 (square ft.) Page 8 of 10 on PCN form
2. Erosion & Sediment Control Practices
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. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface 1lfining.Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
,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 Pre-Construction Notification. 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. No Sediment & Erosion Control Measures w/n Wetlands or Waters
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. Certificate of Completion
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
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Cra. Boulevard, Suite 250, Raleigh, North Carolina 27604
PLCne: 919-733-1786 / FAX [phone] Internet: http://h-o.enr.state.nc.us/ncivetlands
Ny Carolina
e
Naturally,
An Equal Opportunity/Afi'umative Action Employer - 50% Recycled/10% Post Consumer Paper
Suggs & Hargrove
Page 3 of 3
September 22, 2006
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Culvert Installation
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
dis-equilibrium 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.
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.
7. 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 htti7: //h2o. enr. state. nc. us/su/Forms Documents him.
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.enr.state.ne.us/ncwetiands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
One
Nb
i Carolina
?tumily
Suggs & Hargrove
Page 4 of 3
September 22, 2006
Mitigation:
8. Compensatory Mitigation Using the Ecosystem Enhancement Program (EEP)
Mitigation must be provided for the proposed impacts as specified in the table below. We
understand that you wish to make a payment to the Wetlands Restoration Fund administered by
the NC Ecosystem Enhancement Program (EEP) to meet this mitigation requirement. This has
been determined by the DWQ to be a suitable method to meet the mitigation requirement. Until
the EEP receives and clears your check (made payable to: DENR - Ecosystem Enhancement
Program Office), no impacts specified in this Authorization Certificate shall occur. The EEP
should be contacted at [phone] if you have any questions concerning payment into a
restoration fund. You have until November 30, 2006 to make this payment. For accounting
purposes, this Authorization Certificate authorizes payment into the Wetlands Restoration
Fund to meet the following compensatory mitigation requirement:
Compensatory Mitigation River and Sub-basin Number
Required
Wetland 0.217 (acres) UT to Mango Creek
euse /030402
Zone 1 Buffers 41,952 (square feet) UT to Mango Creek
Zone 2 Buffers 16,362 (square feet (Meuse /030402
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.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
401 Oversight/Express Review Permitting Unit
1650 %Wl Service Center, Raleigh, Forth Carolina 27699-I650
:321 Crahn-ee Boulevard, Suite 250, Raleigh, North Carolina 27604
Panne: 919-7333-1786 / FAX [phone] / Internet: h":Yh2o.enr.state.nc.us/ncuetlands
None Carolina
Aaturallw
An Egz;A Opporti ml-Affirrnative Action Employer - 50% Recycled/10% Post Consumer Paper
Suggs & Hargrove
Page 5 of 3
September 22, 2006
any questions, please telephone Cyndi Karoly at 919-733-9721 or Amy Chapman at 919-715-6823.
Sincerely,
C?
Alan W. Klimek, P.E.
AWK/cbk/asc
Enclosures: GC 3402
Impact and Mitigation Summary Sheet
Certificate of Completion
cc: Debbie Edwards; S&EC; 11010 Raven Ridge Rd; Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 061131 VillageParkCommons(Wake)401+NBRmod2
One
N Carolina
tura!!y
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.enr.state.ne.us/newetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
o?ox WATF, QG
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Ali
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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
August 4, 2006
Jane P. Suggs
1507 Trailwood Drive
Raleigh, NC 27607
Norwood O. & Nancy H. Hargrove
7049 US Highway 64E
Raleigh, NC 27610
Subject Property: Village Park Commons
UT Mango Creek [030402,27-32, C, NSW]
DWQ Project # 06-1131
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 Sir or Madam:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.217 acres of wetlands, 374 feet of intermittent streams, 22,847 square feet
(ft) of Zone 1 and 16,398 square feet (ft) of Zone 2 of protected riparian buffers for the purpose of
constructing the commercial development at the subject property, as described within your application
dated July 11, 2006, received by the N.C. Division of Water Quality (DWQ) on July 11, 2006 with
additional information received by DWQ on July 19, 2006. After reviewing your application, we have
decided that the impacts are covered by General Water Quality Certification Number(s) 3402 (GC3402).
The Certification(s) allows you to use Nationwide Permit(s) 18 & 39 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, and Non-discharge 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 Authorization and
Certification replaces the Authorization and Certification issued on July 27, 2006.
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:
1. Impacts Approved
One Carolina
?tura!!y
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: htta://h2o.enr.state.nc.us/ncvvetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper

Suggs & Hargrove
Page 2 of 3
August 4, 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 nits Plan Location or Reference
Stream 374 linear feet Page 4 of 10 on PCN form
404/CAMA Wetlands 0.217 acres Page 4 of 10 on PCN form
Buffers -Zone 1 22,847 (square ft. Page 8 of 10 on PCN form
Buffers - Zone 2 16,398 (square ft. Page 8 of 10 on PCN form
2. Erosion & Sediment Control Practices
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. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
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 Pre-Construction Notification. 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. No Sediment & Erosion Control Measures w/n Wetlands or Waters
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. Certificate of Completion
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
401 Oversighti'Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Ph =e: 919-733-1786 / FAX [phone] / Internet: htm:/ih2o.enr.mte.nc.us/ncwetlands
Ncn` Carolina
urgl
?atly
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Suggs & Hargrove
Page 3 of 3
August 4, 2006
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 2'7699-1650.
6. Culvert Installation
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
dis-equilibrium 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.
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.
7. 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 http: //h2o. enr. state. nc. us/su/Forms Documents, htm.
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: h!M://h2o.enr.state.nc.us/ncwetlands
Nom` Carolina
Aturrr!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Suggs & Hargrove
Page 4 of 3
August 4, 2006
Mitigation:

8. Compensatory Mitigation Using the Ecosystem Enhancement Program (EEP)
:Mitigation must be provided for the proposed impacts as specified in the table below. We
understand that you wish to make a payment to the Wetlands Restoration Fund administered by
the NC Ecosystem Enhancement Program (EEP) to meet this mitigation requirement. This has
been determined by the DWQ to be a suitable method to meet the mitigation requirement. Until
the EEP receives and clears your check (made payable to: DENR - Ecosystem Enhancement
Program Office), no impacts specified in this Authorization Certificate shall occur. The EEP
should be contacted at [phone] if you have any questions concerning payment into a
restoration fund. You have thirty days from the date of this Certification and Authorization to
make this payment. For accounting purposes, this Authorization Certificate authorizes
payment into the Wetlands Restoration Fund to meet the following compensatory
mitigation requirement:
Compensatory Mitigation River and Sub-basin Number
Required
Wetland 0.217 (acres) UT to Mango Creek
euse /030402
Zone 1 Buffers 41,952 (square feet) UT to Mango Creek
Zone 2 Buffers 16,362 (square feet euse /030402
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 confornis 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.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
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 9I9-733-6893 / Internet httnl/h2o.enr.state.nc.us/ncwetlands
One Caro
Nnatural a
An Equal Oppammity/Aff'umative Action Employer - 50% Recycled/10% Post Consumer Paper
Suggs & Hargrove
Page 5 of 3
August 4, 2006
any questions, please telephone Cyndi Karoly at 919-733-9721 or Amy Chapman at 919-715-6823.
Sin ely
,W
Alan W. Klimek, P.E.
AW Klcbk/asc
Enclosures: GC 3402
Certificate of Completion
cc: Debbie Edwards; S&EC; 11010 Raven Ridge Rd; Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 061131 VillageParkCommons(Wake)101+NBRmod
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.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/ 10% Post Consumer Paper
Ids`atCaro 'na
urupjy
Subject: Village Park Commons, DWQ Project #06-1131
From: "Debbie Edwards" <[e-mail]>
Date: Fri, 4 Aug 2006 11:34:19 -0400
To: "Amy Chapman" <[e-mail]>
Hey Amy,
I received a copy of a 401 WQC on Monday (7/31/06) for one of my projects, Village Park Commons (see
attached). The approval was written on July 27, 2006 which included a mitigation requirement for wetlands and
buffers (condition #8). Unlike the most recent 401 Approvals which include the language that requires the
applicant to pay the mitigation within 30 days of receipt of the 401, this condition specifically required the
mitigation payment to be made by July 31, 2006. HELP... the applicant and S&EC didn't even receive their copy
until the 31St. I could write a formal written request if you would like for a modification of the 401 Approval or if
you feel it appropriate, I could write a formal letter to you that you could add to the file giving you a deadline as to
when the applicant could make the payment by (i.e. October 2, 2006).
With this specific project, the developers don't even own the property yet; they are scheduled to close mid
September. In addition, we haven't received the 404 verification yet so technically, it is not certain that the
project can even take place. I hope you understand their predicament, please let me know how you would like
me to handle.
Thanks,
Debbie
Dc66ic Edwards
F nvironmental Specialist
Soil & E_nvironmental Consultants, PA
1 10 1O Raven RiJge (load
Ralcigk, North Carolina 27614
Done: [phone]
Fax: [phone]
Mobile: [phone]
www.SanJE_C.com
Content-Description: 401 Water Quality Certification.pdf
401 Water Quality Certification.pdf Content-Type: application/octet-stream
Content-Encoding: base64
1 of 1 8/4/2006 1:22 PM
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CO r
4 '<
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
July 27, 2006
Jane P. Suggs
1507 Trailwood Drive
Raleigh, NC 27607
Norwood O. & Nancy H. Hargrove
7049 US Highway 64E
Raleigh, NC 27610
Subject Property: Village Park Commons
UT Mango Creek [030402,27-32, C, NSW]
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-1131
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 Sir or Madam:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.217 acres of wetlands, 374 feet of intermittent streams, 22,847 square feet
(ft) of Zone 1 and 16,398 square feet (ft) of Zone 2 of protected riparian buffers for the purpose of
constructing the commercial development at the subject property, as described within your application
dated July 11, 2006, received by the N.C. Division of Water Quality (DWQ) on July 11, 2006 with
additional information received by DWQ on July 19, 2006. After reviewing your application, we have
decided that the impacts are covered by General Water Quality Certification Number(s) 3402 (GC3402).
The Certification(s) allows you to use Nationwide Permit(s) 18 & 39 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, and Non-discharge 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:
1. Impacts Approved
Aire Carolina
tura!!y
401 Oversght/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.enr.state.nc.us/ncwetlands
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July 27, 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 nits Plan Location or Reference
Stream 374 linear feet Page 4 of 10 on PCN form
404/CAMA Wetlands 0.217 acres Page 4 of 10 on PCN form
Buffers -Zone 1 22,847 (square ft. Page 8 of 10 on PCN form
Buffers - Zone 2 16,398 (square ft.) I Page 8 of 10 on PCN form
2. Erosion & Sediment Control Practices
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. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface .Yining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
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 Pre-Construction Notification. 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. No Sediment & Erosion Control Measures w/n Wetlands or Waters
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. Certificate of Completion
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
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phrrx: 919-733-1786 / FAX [phone] / Internet: hn:hh2o.enr.state.nc.us/ncwetlands
.One
Caro
dvatural a
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Suggs & Hargrove
Page 3 of 3
July 27, 2006
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Culvert Installation
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
dis-equilibrium 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.
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.
7. Construction Stormwater Permit NCGO10000
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 http://h2o.enr.state.nc.us/su/Forms Documents.htm.
tai' Carolina
mally
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: lHp://h2o.enr.state.nc.us/ncwetlands
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July 27, 2006
Miti cation:
8. Compensatory Mitigation Using the Ecosystem Enhancement Program (EEP)
Mitigation must be provided for the proposed impacts as specified in the table below. We
understand that you wish to make a payment to the Wetlands Restoration Fund administered by
the NC Ecosystem Enhancement Program (EEP) to meet this mitigation requirement. This has
been determined by the DWQ to be a suitable method to meet the mitigation requirement. Until
the EEP receives and clears your check (made payable to: DENR - Ecosystem Enhancement
Program Office), no impacts specified in this Authorization Certificate shall occur. The EEP
should be contacted at [phone] if you have any questions concerning payment into a
restoration fund. You have until July 31, 2006 to make this payment. For accounting purposes,
this Authorization Certificate authorizes payment into the Wetlands Restoration Fund to
meet the following compensatory mitigation requirement:
Compensatory Mitigation River and Sub-basin Number
Required
Wetland 0.217 (acres) UT to Mango Creek
euse /030402
Zone 1 Buffers 41,952 (square feet) UT to Mango Creek
Zone 2 Buffers 16,362 (square feet euse /030402
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.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B. 11
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
Non, Qvol na
pttl,tm,rIa!!y
401 OversighUEapress Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-I650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: hgp://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper

any questions, please telephone Cyndi Karoly at 919-733-9721 or Amy Chapman at 9
SinceMly, N ,1,0
Alan W. Klimek, P.E.
Enclosures: GC 3402
Certificate of Completion
cc: Debbie Edwards; S&EC; 11010 Raven Ridge Rd; Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
AWKJcbk/asc
Suggs & Hargrove
Page 5 of 3
July 27, 2006
715-6823.
Filename: 061131 VillageParkCommons(Wake)401+NBR
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: htti)://h2o.enr.state.ne.us/ncwetiands
r ?
Nom` Carolina
atura!!y
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Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
July 18, 2006
S&EC Project #9917.W3
US Army Corp of Engineers
Raleigh Regulatory Field Office
Attn: Monte Matthews
6508 Fals of Neuse Rd., Suite 120
Raleigh, NC 27615
Re: Village Park Commons
DWQ Project #06-1131
Knightdale, Wake County, NC
To Whom It May Concern:
NC Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260.
On July 11, 2006 a Pre-Construction Notification Application was submitted for the subject
project. At that time, the NC Ecosystem Enhancement Program (NCEEP) Acceptance letter had
not been received. Please find the attached acceptance letter from the NCEEP dated June 18,
2006, accepting the responsibility for providing the mitigation required for the above-mentioned
project.
If you have any further questions or any additional explanation is needed, please don't hesitate to
call.
Sincerely,
Debbie Edwards @ Q `? nn
U
Environmental Specialist
JUL 1 9 2006
Attachement: NC EEP Acceptance letter
WERAIDs AND STORM WATER aH
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawn4ale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
07-18-`06 07:59 FROM-DENS EEP
Debbie Edwards
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
Project: Village Park Commons
9197152001
os stem
. ;e erf
PROGRAM
July 18, 2006
County: Wako
T-011 P02 U-527
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC REP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this aeceptance.wlll expire. It is tho applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Ri adan Coastal Marsh Cold Cool Warm
Neuse 0.01 0.21 0 0 0 0 13,984 10,908
03020201
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact David Robinson at [phone].
Sincerely,
lliam D. Gilmore, PE
irector
ee: Cyndi KaroIy, Wetlands/401 Unit
Monte Matthews, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
Prot". our sta,& A CIVA
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 1 www.nceep.net
• Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com July 11, 2006
S&EC Project # 9917.W3
To: US Army Corps of Engineers NC Division of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Monte Mathews Attn: Cyndi Karoly
6508 Falls of Neuse Rd, Suite 120 2321 Crabtree Boulevard, Suite 25Qt
Raleigh, N.C. 27615 Raleigh, NC 27604-2260 f
From: Debbie Edwards
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614 Q n 6 1 1 3
Re: Village Park Commons
Knightdale, Wake County, NC
On behalf of the owners, Wakefield Associates, Inc. (Attn: Richard Rowe), please find attached a complete application
I , 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 Permits 18 & 39. In addition, written authorization from the NC-DWQ is requested for activities proposed
to impact Neuse River Buffers. Please contact me at [phone] if you have any questions or require additional
information.
Do A I VrT 4Z7 TU&A A r?V -
Project Name Village Park Commons
Project Type Commercial Development
Owner / Applicant Wakefield Associates Inc.
County Wake
Nearest Town Kni htdale
Waterbod Name UT to Mango Creek
Basin / Sub-basin 03-04-02
Index Number 27-32
Class C; NSW
lAAPArT V TKAKAARV
Stream Impact (acres): 0.017
Wetland Impact (acres): 0.217
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres): 0.234
Total Stream Impact (linear feet): 374
Total Riparian Buffer Impacts (square feet): 39,245
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization
USGS Vicinity Map i?
Wake County Soil Survey
DWQ Buffer Determination letter (NBRRO 06-025)
1 2 Q ?`
DWQ Intermittent/Perennial Determination letter (IPRRO 06-008) i [J
Preliminary Stormwater Calculations
Impact Maps & Overall Site Plan Ty
?
`?k
r
Y
$475.00 Water Quality Certification Fee t 1 f Nh}aGi•l .
,,:. e:?y
j 5
;., . ,
1NCT?'t,n _ .''.
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]
L J
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 2n,-,61131
(it any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. 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: 39 & 18
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 Mana ement Area of
Environmental Concern (see the top of page 2 for further details), the 11 ;'1 1
II. Applicant Information J t)1_ a? 1Z006
1. Owner/Applicant Information DENS °
Name: Jane P. Suggs Norwood O. & Naney H. Hargrove
Mailing Address: 1507 Trailwood Drive 7049 US Highway 64E
Raleigh, NC 27607 Raleigh, NC 27610
Telephone Number: 919-851-0836/919-880-3781 Fax Number:
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: Debbie Edwards
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:[e-mail]
Page 1 of 10
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: Village Park Commons
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): 1744-84-3240
4. Location
County: Wake Nearest Town: Knightdale
Subdivision name (include phase/lot number): Village Park Commons
Directions to site (include road numbers/names, landmarks, etc.): The subject site is located
gp..proximately 1.3 miles west of the intersection of Business 64 and Old Knight Rd (SR
2049). Highway 64 provides the northern boundary of the site and there are existing
neighborhoods on the east and west side of the property.
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): 35.7978 ON 78.4999 °W
6. Property size (acres): +/- 56 acres
7. Name of nearest receiving body of water: UT to Mango Creek (27-32, C: NSW)
8. River Basin: Neuse (03-04-02)
(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.ne.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: Currently the existing conditions onsite is mixed, 40%
agriculture and 60% forested. The general land use in the vicinity of the property is
predominantly residential and some commercial along the western property boundary.
Page 2 of 10
10. Describe the overall project in detail, including the type of equipment to be used:
The proposed project is for a commercial development with permanent impacts resulting
from the installation of a road, lot fill and stormwater management facilities Heavy
equipment typically used for road construction and excavation will be employed for this
project.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to supply a
commercial shopping area for the new and existing residential area.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
On February 26, 2006, S&EC completed a detailed wetland delineation and Neuse River Buffer
evaluation. On March 17, 2006, Mr. Thomas Brown of the USACE conducted a site visit to
verify_jurisdictional wetlands and confirm important vs. unimportant streams. On January 23,
2006, Mr. Eric Kulz of the NC-DWQ conducted a site visit to verify Neuse River Buffers
(NBRRO 06-025) and on June 20, 2006, Mr. Eric Kulz conducted a site visit to confirm
perennial vs. intermittent streams (IPRRO 06-008), both letters are attached for you review.
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.
Page 3 of 10
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.
Provide a written description of the proposed impacts:
The proposed permanent impacts include 374 linear feet of unimportant/intermittent stream
for a road crossing and the northwest extended detention wetland (impacts A & B) 0.013
acre of jurisdictional wetlands for a road crossing (impact B) 0.192 acres of jurisdictional
wetlands for lot fill (impact E) and 0.012 acres of jurisdictional wetlands for the southeast
extended detention wetland (impact D).
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
Impact C
(NWP 39) Road fill/Permanent Riparian No 0 0.013
Impact D
(NWP 18) Stormwater
BMP/Permanent Hillside Seep No > 325' 0.012
Impact E
(NWP 39) Lot fill/Permanent Hillside Seep No > 450' 0.192
Total Wetland Impact (acres) 0.217
3. List the total acreage (estimated) of all existing wetlands on the property: 0.372 acres
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 Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
Impact A UT to Mango Stormwater Unimportant

(NWP 18)
Creek
Wetland/Permanent
/Intermittent 2' 209 0.010
Impact B UT to Mango Road Unimportant 2' 165 0
007
(NWP 39) Creek Crossing/Permanent /Intermittent .
Total Stream Impact (by length and acreage) 374 0.017
Page 4 of 10
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, dred2ina, 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 N/A
Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the nroiect:
Stream Impact (acres): 0.017
Wetland Impact (acres): 0.217
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.234
Total Stream Impact (linear feet): 374
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.): excavation/flooding
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): stormwater
Current land use in the vicinity of the pond: wooded
Size of watershed draining to pond: see attached Expected pond surface area: see attached
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 applicants requested S&EC to complete a detailed, wetland delineation on the entire site.
to aid in developing a site plan that would avoid & minimize impacts to the maximum extent
Page 5 of 10
racticable. Impact A is an extended detention wetland proposed on an unimportant/intermittent
stream channel, these impacts are located within lot #9 identified on Impact map IM 1 The
location of these impacts are necessary to allow development on lot #9 and to offset the
extensive public infrastructure improvement costs that are associated with Sternwheel Way _
Village Park Drive and the widening of US 64 In addition due to the required location of the
public infrastructure (Sternwheel Way Village Park Drive and US 64) the residual portion of
this lot becomes too small for any viable development options without the proposed impacts
_associated with Impact A. Impact B is a road crossing and is also proposed on an
unimportant/intermittent stream channel these impacts are necessary to access the property. In
addition, this intersection of Sternwheel Way and Knightdale Boulevard (US 64 Business) was
_determined by the location of the existing median opening in the US 64 Business right-of-way_
the NCDOT will not allow another median break to serve the proposed shopping center.
Impact C is 310 ftz of proposed impacts to Zone 2 riparian buffers: this small area is necessary_
for the widening of US 64. Impacts D & E are proposed impacts to a jurisdictional wetland that
flows from the center of the property to the southeast property boundary these impacts are for
the second extended detention wetland and lot fill. Because this property is to be develo ed
commercial, the proposed impacts to this jurisdictional feature are unavoidable due to the
essential location of the anchor store. Please note that the applicant has designed this
_commercial development to allow over 40% of the onsite jurisdictional wetlands to remain
undisturbed and is proposing extended detention wetlands for stormwater treatment that could
potentially improve the water quality and runoff rates. Additionally, the applicant has avoided
additional impacts to jurisdictional wetlands by proposing a pedestrian path with a wooden
bridge/ pilings at the southern property boundary.
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.
Page 6 of 10
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/strrnaide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The applicant proposes payment to the Ecosystem Enhancement Program (EEP) for the
proposed permanent impacts to wetlands. The In-Lieu Fee Request Form has been submitted
to the EEP, we will forward the acceptance letter upon receipt. In addition, it has been past
experience that mitigation is not required on impacts to unimportant/intermittent streams so
no mitigation is proposed, however if mitigation is required, the applicant will utilize the
EEP.
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): 58,314 ft s
Amount of Riparian wetland mitigation requested (acres): 0.01 acre
Amount of Non-riparian wetland mitigation requested (acres): 0.21 acre
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 ?
Page 7 of 10
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Impact A-Stormwater BMP
Zone* Impact
(square feet Multiplier Required
Mitigation
1 13,984 3 (2 for Catawba) 41,952
2 10,598 1.5 15,897
Total 24,582 57,849
Impact B-Road Crossing
Zone* Impact
(square feet Multiplier Required
Mitigation
1 8,863 3 (2 for Catawba) 0
2 5,490 1.5 0
Total 14,353 0
Impact C-Road Widening
Zone* Impact
(square feet Multiplier Required
Mitigation
1 0 3 (2 for Catawba) 0
2 310 1.5 465
Total 310 465
* 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 8of10
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
It has been past experience that the DWQ utilizes the "Stormwater Management Ponds
excluding dry ponds" use for extended detention wetlands within the Neuse River Basin
Buffer Rules (NCAC 02B .0233(6 and requires mitigation if Zone 1 has been compromised
and diffuse flow has not been established. Therefore the applicant proposes payment to the
Ecosystem Enhancement Program (EEP) for the proposed riparian buffer impacts associated
with the extended detention wetland and the road impacts associated with the US 64
widening. The In-Lieu Fee Request Form has been submitted to the EEP we will forward
the acceptance letter upon receipt.
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 estimated to be greater than 30% (see attached
Preliminary Stormwater Calculations). The applicant is proposing two extended detention
wetlands to treat the onsite stormwater, has identified adequate area for the stormwater BMP's
and has supplied preliminary stormwater calculations. The applicant requests upon approval of
the application, for DWQ to include a condition within the Water Quality Certification that will
allow our client to submit a final stormwater management plan to the DWQ at a later date, and
that the stormwater management plan be reviewed and approved by the DWQ before any
impacts that have been approved take place on the property.
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 development will connect to the Town of Knigtdale sanitary sewer system. The City
will ensure that the capacity of their system is not exceeded.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
Page 9 of 10
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 small commercial
developments are unlikely to cause cumulative impacts. Village Park Commons 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.
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
-R l Cam' ?? - i t 1Z
Applicant/Agent's Signature Date"
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10
VUI1d/VV AULI tc:oa ]FAX bib raa U110 WAIMMID ASSOC
AGENT AUTHORMAnON FONT
AH Planks To _ Filled In By The C 7-arui_2jMer
U002
Name: Norwood 0. and Nancy H Hargrove Properties, Limited Partnership
Address: 7049 'U.S.-High-way 64E
Ralelgh_. N.C_ 97610
ph011? _ fQ141 stun_??cy
Pre jfct Name/ ; tin d L. l-rvtmvW xI s
Date; March 14, 2006
The Y7epartnMt of the Army
U.S1 Army Corps of Enp mets, Wflmitt M Mt=t
P.Q. BOx 1$90
w 11. NC MM
Ate;
Field 0.60,cs:
', M Wetlands Related Comiulft and Pernittmg
To Wh=it may cow=.
L the =rwd Mpft owner, hereby designate and aut a Soil & T=V1r0nmetaial Consulter , PA to
act fn my behalf as my agMt in the processing of pej? appj jt t4ens, to f=usl1 tipoai request
stxpPl=ental fn formation its support of app]icatioM etC. from fh9s day forward. The 2 4ttb_ day cif
-March-, 2006
This notihca#ian supersedes any previous correspondence concerning the went fox this project.
NOT?CM 'his "Thor zal iLD ,far liabUUY sad pTOE srbional cotaUsg reasons, is valid only, for
gavrxmnent off dals to entu the property Whm aceompaniedby S&EC staff. You should call S&EC
to an=ge a bite meeting prior to viati ng the site.
Norwood 0. and Nancy H. Hargrove ,
Properties, Limited Partners$x y'
P Norwood 0, axg ode and a cy H. H.
General Partners
Print Pk9perty Owls Name FXQFerty Owner's Signat =e
cc: Ms. Cyndi Karoly W. M. C hrftWpher Flowers
NCDENR - DWQ Seal & Exivn'6nxner W Consultants. PA
2321 Crabtree Boulevard
Italeigb. NC 27601
03/13/06 MON 1T:53 FAX [phone] WAKEFIELD ASSOC
?p02
AGMT AUI'xoRrzAnoN ?ORtM
All Myks T 13e Filled. In ByeDo Current Landowner
I Name: Jane P. Suggs
I Address 1507 Trailwood Drive
I --.Raleigh, N.C. 27607
I Phone: [phone]
1?xojeet Name/ve?tptian: _V ? ? Ic?? e? I'd r ?C.. ?.?t}y??i? .1.
Date; --va-ra , 14-- 2006
The D%mxft ent of the Army
U.S. Army Corps of MVneers, WAmington Distdd
P.O. Box 1890
Wdmingt NC 28402
Athi;
Bield O fice:
Iie: Wetlands Related Consulting and Permitting
. To Whout it may coca D,:
L the current Rr2p- .ytvt owner, here desigmte. and aud=ize SOH & Envi onmeruaa CmisultY+. fS, Pali, to
act in nV behalf as my agent itt the p'mcass? of permit &kpplic%U=, to furnish upon request
supplemental infomuti m in support of applicaums, ems. from this day forward. Tko i 4th._ day of
Msrch, 2006
7lds notification supersedes any p:evirnu wrrespaxdence cwiltgml ng tau: agent far this project
NOM M This at#hozi ion, f r lialnlity aundpTofessiomal coudcsy reasons, Is valid only for
government oifidah to enter the property when accompanied by S&EC staff You should call S&-EC
to amaze a site meeting prior to visiting the site.
Jane P.
PdUt Proputy c wnet's Nauao
P.
Property Ownees Si e
cc Ms. C ndi lQroly
NCDENR - DWQ
2321 Crabtree 'Boulevard
Ueigb, NC 27604
cc; I& Uristopher Blowers
Soil & Huv xaaroa tal Consultants. PA
10 6• <1 A f)
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Project Mgr.: Soil & Environmental Consultants, PA
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JANE SUGGS PROPERTY 11010 Raven Ridge Rd. Raleigh, NC 27614
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9917.W1 SOIL SURVEY MAP
Soil & Environmental Consultants, PA
Project Mgr.: JANE SUGGS PROPERTY • 11010 Raven Ridge Rd.- Raleigh, NC 27614
sc WAKE COUNTY, NC web 846-M - Page: w w .S EC.com7
Scale:
V-- 1320'
10/16/05
W AT F??J
0, G
r
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
January 24, 2006
Mr. Sean Clark
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
BASIN:
Neuse X
(15A NCAC 213 .0233)
R
ECEIVE
JAN 2 7 20[ 16
Sod S &*o?a meal COM-ultants. PA
Tar-Pamlico
(I 5A NCAC 2B .0259)
NBRRO 06-025
County: Wake
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Jane Suggs Property - Knightdale
Location/Directions: Site is located on the south side of U.S. Highway 64 Business, approximately 0.95 miles east
of the intersection of U.S. Highway 64 Business and Hodge Road in Knightdale.
Subject Stream: UT to Mango Creek
Date of Determination: 1/23/06
Feature Start Buffer
GPS Points (if provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey j Located on
USGS
Topographic
A Subject at Flag 01 X X
B Not Subject 13 X
C Not Subject X
D Not Subject X
This on-site determination shall expire five (S) 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 gists 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 clo Cyndi Karoly, DWQ Wetlands/401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals drat dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface ?vater from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be certain drat third
parh? appeals are made in a timely manner. To ask for a !rearing, send a written petition, which conforms to
North Carolina Division of Water Quality Raleigh Regional Otlice Surface Water Protection Phone (.919) 79 14200 C u.wmcr .'?cr\ WC
Internet: h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone] I-%77-0_'3-674X
uoc
tNorthCarolina
,/V11M1Pc111 f
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
1/24/2006
Page 2 of 2
Chapter 150B of the North Carolina General Statutes to the Office of'Athninistrative Heariugc, 6.'7 11
14 A Ail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any fitture correspondences regarding the subject property (stated
above). This project may require a Section: 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineer
(Raleigh Regulatory Field Office) at (919)-876-8441.
Eric W. Kulz
Environmental Sp e. [I1
CC: File Copy
Central Files
DWQ Wetlands and Stotmwater Branch
DWQ NPS Compliance and Assistance Branch
Keith Gifford - Town of Knightdale
t
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IN orthCarol in,.
'N"111ltl'd((!f
.North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] CUStomer Sera icc
Internet: h2o.encstate.ne.us 1628 Mail Service Center Raleigh, NC 27699-1628 PAX [phone] 1-871-621-t,;4`
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9917.W l
Project Mgr.:
SC JANE SUGGS PROPERTY
WAKE COUNTY, NC
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WATERS OF THE UAL SUBJECT TO THE
? NEUSENVER501BUFFERSPERENNgAL
"woolso STREAMPMW beCM mWbyCmUSACE
and DWQj
WATERS OF THE U.& SUBJECT TO THE
NEUSE RNER 50 R BUFFERS
-. /?` NTER T ANT STREW (must bs oa?irmed
by #* USACEWWDWq
WETLANDS (must bs
WnMmWbys»USACE
= PROPERTY BOUNDA"

STOP
PRELIMINARY WETLAND SKETCH MAP
- JANE SUGGS PROPERTY -
WAKE CM M NORM CAROLM
GRAPHIC SCALE
1 " = 100'
100 0 100 200

Soil A Environmental Consr
io IIZI06

O?0 WAr4 919
J
y
Alan W. Klimek, P.E., Director
Division of Water Quality
June 27, 2006
Ms. Debbie Edwards
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
IPRRO 06-008
County: Wake
INTERMITTENT/PERENNIAL (I/P) STREAM DETERMINATION
Project Name: Jane Suggs Property - Knightdale
Location/Directions: Site is located on the north side of US Highway 64, approx. 0.9 miles east of Hodge Road in
Knightdale.
Subiect Stream(s): UT to Maneo Creek
Date of UP Determination(s): 6/20/06
Feature I/P Call Location of I/P Point
(GPS Points and/or
Flag) Notes/Basis for Call (Stream Form Rating, Biol. Indicators,
etc.).
A P Flag 110 (offsite)

NOTE: No other features on the site were evaluated.
This on-site determination shall expire five (S) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DTT'Q or Delegated Local may request a determination by the Director.
A request for a determination by the Director shall be referred to the Director in writing clo Cyndi Karoly, DTT'Q
TT'etlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. You must act within 60 days of Ilse date that
you receive this letter. Applicants are hereby notified that the 60-day statutory appeal time does not start until the
affected party (including downstreans and adjacent landowners) is notified of this decision. DTVQ recommends
that the applicant conduct this notification in order to be certain that third party appeals are made in a timely
manner. To ask fora hearing, send a written petition, whicli conforms to Chapter 1 SOB of the Nortls Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714.
This determination is final and binding unless you ask for a hearing within 60 days.
NorthCarolina
AVatura!!J
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Internet h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
JUL o s zoos
Soil 6 Emmvnmental Consultants, PA
Phone [phone] Customer Service
FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycledl10% Post Consumer Paper
6/27/2006
Page 2 of 2
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.
Eric W. Kulz
CC: File Copy
Central Files
DWQ Wetlands and Stormwater Branch
Keith Gifford - Town of Knightdale
NthCarolma
or`
Natur'941
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
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CF JANE SUGGS PROPERTY; ? [phone] [phone]
WAKE COUNTY, NC r -? Web Page: wvm.SandECxm
Scale:
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PLD Piedmont Land Design, LLP
8522-204 Six Forks Road * Raleigh, NC 27615 * [phone] * Fax [phone]
July 10, 2006
Village Park Commons
U.S. Hwy. 64 Business and Village Park Drive
Knightdale, North Carolina
Preliminary Stormwater Calculations
Impervious Area Calculations
Total Site Area = 56.83 acres
Total Site Area to Ponds = 46.61 acres
Existing Impervious Area = 0 acres (0%)
Total Impervious Area to Ponds = 34.3 acres (73.59% - Use 75% impervious for pond sizing.)
Extended Detention Wetland No. 1
Pre-development Calculations
Drainage Area = 27.15 acres
Curve Number Calculations
Drainage area consists mostly of Appling and Durham soils, which are a Type B soil.
5.08 acres agricultural field, (18.71%) CN 81
22.07 acres wooded, (81.29%) CN 60
Composite CN Calculations
18.71 x 81 = 1,515.51
81.29 x 60 = 4,877.40
Total = 6,392.91
Use CN = 64
Calculate Runoff from 1-year storm
S = (1000/CN) -10 = (1000/64) -10 = 5.63
Q* = (P-0.2S)2/(P+0.8S) = (3"-0:2(5.63))2/(3"+0.8(5.63)) = 0.47"
Time of Concentration Calculations
300' sheet flow (cultivated soils), average slope = 2.33%
Tc = 0.007(nL)o.s/(P20-'SO ) = 0.007(0.06(300))0.8/((3.60.5)0.02330.4) = 0.17 hours
1530' shallow concentrated flow (unpaved), average slope = 3.5%
velocity = 3.0 fps from Figure 3-1 from TR-55
Tc = L/60V = 1530/(3600(3.0)) = 0.14 hours
Total Time of Concentration = 0.31 hours = 18.6 minutes
Civil Engineers * Landscape Architects * Land Planners
Page 2
Runoff Calculations
Using Rational Method. Composite c values are based on c = 0.95 for impervious areas, c =
0.45 for agricultural fields, and c = 0.20 for wooded areas unless otherwise noted for runoff
calculations.
Calculate c
5.08 acres agricultural field, (18.71%)
22.07 acres wooded, (81.29%)
c = 0.1871 (0.45) + 0.8129 (0.20) = 0.25
Calculate Intensity
I = g/(h + T) = 104/(18 + 18.6) = 2.84 in/hr
Calculate Runoff
Q1= cIA = 0.25(2.84) 27.15 = 19.28 cfs
Post-development Calculations
Drainage Area = 27.15 + 5.51 = 32.66 acres
Impervious Area = 24.50 acres (75% impervious)
Curve Number Calculations
Drainage area consists mostly of Appling and Durham soils, which are a Type B soil.
8.16 acres landscaped area, (25.00%) CN 61
24.50 acres impervious area, (75.00%) CN 98
Composite CN Calculations
25.00 x 61 = 1,525.00
75.00 x 98 = 7,350.00
Total = 8,875.00
Use CN = 89
Calculate Runoff from 1-year storm
S = (1000/CN) -10 = (1000/89) - 10 = 1.24
Q* = (P-0.2S)2/(P+0.8S) = (3"-0.2(1.24))Z/(3"+0.8(1.24)) = 1.90"
Time of Concentration Calculations - types of flow have been assumed at this time since no
grading and storm drainage plans have been prepared.
Assume 30' sheet flow landscaped areas), average sle = 2.00%
T, = 0.007(nL)O-s/(P2 .ss '4) = 0.007(0.24(30))0-'/((3.60-')0.020 4) = 0.09 hours
Assume 200' sheet flow aved), average slope = 2.00%
Tc = 0.007(nL)0-8/(P2 'Ss°-) = 0.007(0.011(300))0.8/((3.60.5)0.020-4) = 0.03 hours
Assume 150' shallow concentrated flow (paved), average slope = 3.0%
velocity = 3.5 fps from Figure 3-1 from TR-55
Te = L/60V = 150/(3600(3.5)) = 0.01 hours
Assume 1,400' pipe flow, average velocity = 6 fps.
PLD
Page 3
T,- = L/60V = 1,400/(3600(6)) = 0.06 hours
Total Time of Concentration = 0.19 hours = 11.4 minutes
Runoff Calculations
Using Rational Method. Composite c values are based on c = 0.95 for impervious areas and
c = 0.2 for landscaped areas unless otherwise noted for runoff calculations.
Calculate c
8.11 acres landscaped area, (25.00%)
24.50 acres paved, (75.00%)
c = 0.25(0.2) + 0.75 (0.95) = 0.76
Calculate Intensity
I = g/(h + T) = 104/(18 + 11.4) = 3.54 in/hr
Calculate Runoff
Q = cIA = 0.76(3.54) 32.66 = 87.87 cfs
Calculate Runoff from 1" rainfall
S = (1000/CN) - 10 = (1000/89) - 10 = 1.24
Q* = (P-0.2S)2/(P+0.8S) = (1"-0.2(1.24))2/(1"+0.8(1.24)) = 0.28"
Volume = 0.28(32.66)(1/12)(43,560) = 33,196 cf
Calculate Required Storage for 1-year storm event
Q* = 1.90" = 0.16'
Calculate Time to Peak
Tp = Volume/1.39 Qp = 0.16' (32.66 acres)/ (1.39(87.87cfs)) (43,560 sf/acre)
(lmin/60 sec) = 31.06 minutes.
Storage = (QPOsT - QPRE) Tp = (87.87 cfs -19.28 cfs) 31.06 min (60 sec/min) = 127,825 cf
Use 140,000 cf to account for inefficiencies in routing.
Calculate Minimum Surface Area for Extended Detention Wetlands
Assume average depth = 3'.
Percent Impervious = 75%
SA/DA ratio = 3.12% from Table 1.1 of State BMP Manual
Minimum Surface Area = 32.66 acres (0.0312) = 1.02 acres = 44,432 sf
Summary
The current site plan allocates approximately 2 acres to construct the proposed wetland.
This will provide approximately 50,000 sf of surface area. Approximately 3.2' depth will be
required to provide storage for the 1" rainfall event and the 1-year storm event. The area
allocated for this basin is sufficient.
PLD
Page 4
Extended Detention Wetland No. 2
Pre-development Calculations
Drainage Area = 13.95 acres
Curve Number Calculations
Drainage area consists mostly of Vance and Durham soils, which are Type B and C soils.
Use Type B soil CN since most conservative for preliminary calculations.
7.03 acres agricultural field, (50.39%) CN 81
6.92 acres wooded, (49.61 %) CN 60
Composite CN Calculations
50.39 x 81 = 4,081.59
49.61 x 60 = 2,976.60
Total = 7,058.19
Use CN = 71
Calculate Runoff from 1-year storm
S = (1000/CN) -10 = (1000/71) -10 = 4.08
Q* = (P-0.2S)2/(P+0.8S) = (3"-0.2(4.08))2/(3"+0.8(4.08)) = 0.76"
Time of Concentration Calculations
300' sheet flow (cultivated soils), average slope = 1.83%
'T', = 0.007(nL)0.8/(P2 .ss0.4) = 0.007(0.06(300))0.8/((3.60.5)0.01830.4) = 0.18 hours
380' shallow concentrated flow (unpaved), average slope = 3.68%
velocity = 3.1 fps from Figure 3-1 from TR-55
Tr, = L/60V = 380/(3600(3.1)) = 0.03 hours
Total Time of Concentration = 0.21 hours = 12.6 minutes
Runoff Calculations
Using Rational Method. Composite c values are based on c = 0.95 for impervious areas, c =
0.45 for agricultural fields, and c = 0.20 for wooded areas unless otherwise noted for runoff
calculations.
Calculate c
7.03 acres agricultural field, (50.39%)
6.92 acres wooded, (49.61%)
c = 0.5039 (0.45) + 0.4961(0.20) = 0.33
Calculate Intensity
I = g/(h + T) = 104/(18 + 12.6) = 3.40 in/hr
Calculate Runoff
Q, = cIA = 0.33(3.40) 13.95 = 15.65 cfs
PLD
Page 5
Post-development Calculations
Drainage Area = 13.95 acres
Impervious Area = 10.46 acres (75% impervious)
Curve Number Calculations
Drainage area consists mostly of Appling and Durham soils, which are a Type B soil.
3.49 acres landscaped area, (25.00%) CN 61
10.46 acres impervious area, (75.00%) CN 98
Composite CN Calculations
25.00 x 61 = 1,525.00
75.00 x 98 = 7,350.00
Total = 8,875.00
Use CN = 89
Calculate Runoff from 1-year storm
S = (1000/CN) - 10 = (1000/89) -10 = 1.24
Q* = (P-0.2S)2/(P+0.8S) = (3"-0.2(1.24))2/(3"+0.8(1.24)) = 1.90"
Time of Concentration Calculations - types of flow have been assumed at this time since no
grading and storm drainage plans have been prepared.
Assume 30' sheet flow landscaped areas), average sle = 2.00%
T,_ = 0.007(nL)OS/(P2 .ss .4) = 0.007(0.24(30))0-8/((3.60-)0.020 4) = 0.09 hours
Assume 200' sheet flow ( aved), average slope = 2.00%
T, = 0.007(nL)0-8/(P20-SSO ) = 0.007(0.011(300))0%/((3.6°-5)0.02°'4) = 0.03 hours
Assume 150' shallow concentrated flow (paved), average slope = 3.0%
velocity = 3.5 fps from Figure 3-1 from TR-55
T,, = L/60V = 150/(3600(3.5)) = 0.01 hours
Assume 500' pipe flow, average velocity = 6 fps.
T,? = L/60V = 500/(3600(6)) = 0.02 hours
Total Time of Concentration = 0.15 hours = 9.0 minutes
Runoff Calculations
Using Rational Method. Composite c values are based on c = 0.95 for impervious areas and
c = 0.2 for landscaped areas unless otherwise noted for runoff calculations.
Calculate c
3.49 acres landscaped area, (25.00%)
10.46 acres paved, (75.00°/x)
c = 0.25(0.2) + 0.75 (0.95) = 0.76
Calculate Intensity
I = g/(h + T) = 104/(18 + 9.0) = 3.85 in/hr
PLD
Page 6
Calculate Runoff
Q, = cIA = 0.76(3.85) 13.95 = 40.82 cfs
Calculate Runoff from 1" rainfall
S = (1000/CN) -10 = (1000/89) -10 = 1.24
Q* = (P-0.2S)2/(P+0.8S) = (1"-0.2(1.24))2/(1"+0.8(1.24)) = 0.28"
Volume = 0.28(13.95)(1/12)(43,560) = 14,179 cf
Calculate Required Storage for 1-year storm event
Q* = 1.90" = 0.16'
Calculate Time to Peak
Tp = Volume/1.39 Qp = 0.16' (13.95acres)/ (1.39(40.82 cfs)) (43,560 sf/acre)
(lmin/60 sec) = 28.56 minutes.
Storage = (QPOST - QP,E) Tp= (40.82 cfs - 15.65 cfs) 28.56 min (60 sec/min) = 43,132 cf
Use 50,000 cf to account for inefficiencies in routing.
Calculate Minimum Surface Area for Extended Detention Wetlands
Assume average depth = 3'.
Percent Impervious = 75%
SA/DA ratio = 3.12% from Table 1.1 of State BMP Manual
Minimum Surface Area = 13.95 acres (0.0312) = 0.435 acres = 18,949 sf
Summary
The current site plan allocates approximately 0.9 acres to construct the proposed wetland.
This will provide approximately 19,000 sf of surface area. Approximately 3.4' depth will be
required to provide storage for the 1" rainfall event and the 1-year storm event. The area
allocated for this basin is sufficient.
KSC64B RPH:rph
PLD
JUL 13 g@g%8@31
2 o zao6
.Wgo
,eNK MO ST A R 8t21?
Debbie Edwards
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
July 18, 2006
Project: Village Park Commons County: Wake
?Jw?% oG- I t3t
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft.) (Sq. Ft.)
Riparian Non-Riparian Coastal Mazsh Cold Cool Warm
Neuse 0.01 0.21 0 0 0 0 13,984 10,908
03020201
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact David Robinson at [phone].
Sincerely,
iam D. Gilmore, PE
4irector
cc: Cyndi Karoly, Wetlands/401 Unit
Monte Matthews, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
File
E ' ... Prot" Oar lta&
Tcosywm
PROGRAM
eth
WC EEHR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
r.
1?t 4sp'>
Soil & Environmental Consultants, PA
11010 Raven Ridge Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
www.SandEC.com
July 18, 2006
S&EC Project #9917.W3
US Army Corp of Engineers
Raleigh Regulatory Field Office
Attn: Monte Matthews
6508 Fals of Neuse Rd., Suite 120
Raleigh, NC 27615
NC Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Re: Village Park Commons
DWQ Project #06-1131
Knightdale, Wake County, NC
To Whom It May Concern:
On July 11, 2006 a Pre-Construction Notification Application was submitted for the subject
project. At that time, the NC Ecosystem Enhancement Program (NCEEP) Acceptance letter had
not been received. Please find the attached acceptance letter from the NCEEP dated June 18,
2006, accepting the responsibility for providing the mitigation required for the above-mentioned
project.
If you have any further questions or any additional explanation is needed, please don't hesitate to
call.
Sincerely,

Debbie Edwards
Environmental Specialist
Attachement: NC EEP Acceptance letter
gk??guwffl P
JUL 1 9 2006
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRUNCH
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawn4ale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
,*., -07-18-'06 07:59 FROM-DENH EEP
Debbie Edwards
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
Project: Village Park Commons
9197152001
i os stem
riairenien
PROGRAM
July 18, 2006
County: Wake
T-011 P02 U-527
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NC EEP will be approved.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permlt/401 Certification within this time frarne, this aeceptance.will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation am summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. FL) (Sq. Fi.)
Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Neuse 0.01 0.21 0 0 0 0 13,984 10,908
03020201
Upon receipt of payment, ESP will take responsibility for providing the compensatory mitigation for the permitted impacts
up to a 2:1 ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5:1 ratio). The type and amount of the compensatory
mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The
mitigation will bo performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact David Robinson at [phone].
Sincerely'
lliam D. Gilmore, PE
irector
cc: Cyndi KaroIy, Wetlands/401 Unit
Monte Matthews, USACE - Raleigh
Eric Kulz, DWQ Regional Office - Raleigh
bile
PYOt" our ym&
AIV?
Fcuf'it
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 1 www.nceep.net
F l: ?,.5

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com July 11, 2006
S&EC Project # 9917.W3
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Monte Mathews
6508 Falls of Neuse Rd, Suite 120
Raleigh, N.C. 27615
From: Debbie Edwards
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Village Park Commons
Knightdale, Wake County, NC
NC Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250 r
Raleigh, NC 27604-2260 7 1 3

On behalf of the owners, Wakefield Associates, Inc. (Attn: Richard Rowe), 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 Permits 18 & 39. In addition, written authorization from the NC-DWQ is requested for activities proposed
to impact Neuse River Buffers. Please contact me at [phone] if you have any questions or require additional
information.
DDf%TVf r CST rL RL I A n V
Project Name Village Park Commons
Project Type -
Commercial Development
Owner / Applicant Wakefield Associates Inc.
County Wake
Nearest Town Kni htdale
Waterbod Name UT to Mango Creek
Basin / Sub-basin 03-04-02
Index Number 27-32
Class C; NSW
TKAT) A rT QT TA47\4 A Dy
Stream Impact (acres): 0.017
Wetland Impact (acres): 0.217
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres): 0.234
Total Stream Impact (linear feet): 374
Total Riparian Buffer Impacts (square feet): 39,245
Attachments:
Pre-construction Notification (PCN) Application Form,
Agent Authorization
USGS Vicinity Map
Wake County Soil Survey
DWQ Buffer Determination letter (NBRRO 06-025)
DWQ Intennittent/Perennial Determination letter (IPRRO 06-008)
Preliminary Stormwater Calculations
Impact Maps & Overall Site Plan
$475.00 Water Quality Certification Fee
R?
P
lucrt ru s ah r, ?^!
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]
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 2 0 0 6 1 1 3 1
kii any parucuiar item is not applicable to tlus 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: 39 & 18
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), the } n7
II. Applicant Information
Jf?l(_ 1 ? X006
Owner/Applicant Information
Name: Jane P_
Mailing Address: 1507 Trailwood Drive 7049 US Highway 64E
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: Debbie Edwards
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:__ dedwards@_sandec.com
Page I of 10
Telephone Number: 919-851-0836/919-880-3781 Fax Number:
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 I I 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: Village Park Commons
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): 1744-84-3240
4. Location
County: Wake Nearest Town: Knightdale
Subdivision name (include phase/lot number): Village Park Commons
Directions to site (include road numbers/names, landmarks, etc.): The subject site is located
neighborhoods on the east and west side of the property.
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): 35.7978 ON 78.4999 °W
6. Property size (acres): +/- 56 acres
7. Name of nearest receiving body of water: UT to Mango Creek (27-32, C: NSW)
8. River Basin: Neuse (03-04-02)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htt_p://h2o.enr.state.ne.us/admin/mUs/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Currently the existing conditions onsite is mixed, 40%
agriculture and 60% forested. The general land use in the vicinity of the property is
predominantly residential and some commercial along the western property boundary.
Page 2 of 10
10. Describe the overall project in detail, including the type of equipment to be used:
The proposed project is for a commercial development with permanent impacts resulting
from the installation of a road, lot fill and stormwater management facilities Heavv
equipment typically used for road construction and excavation will be employed for this
project.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to supply a
commercial shopping area for the new and existing residential area
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
On February 26, 2006, S&EC completed a detailed wetland delineation and Neuse River Buffer
evaluation. On March 17, 2006, Mr. Thomas Brown of the USACE conducted a site visit to
verify jurisdictional wetlands and confirm important vs unimportant streams' On January 23,
2006, Mr. Eric Kulz of the NC-DWQ conducted a _ site visit to verify Neuse River Buffers
(NBRRO 06-025) and on June 20, 2006, Mr. Eric Kulz conducted a site visit to confirm
perennial vs. intermittent streams (IPRRO 06-008) both letters are attached for you review.
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.
Page 3 of 10
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
The proposed permanent impacts include 374 linear feet of unimportant/intermittent stream
for a road crossing and the northwest extended detention wetland (impacts A & B) 0.013
acre of jurisdictional wetlands for a road crossing (impact B), 0.192 acres of jurisdictional
wetlands for lot fill (impact E) and 0.012 acres of jurisdictional wetlands for the southeast
extended detention wetland (impact D).
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 Im
o pact
(e.g., forested, marsh, 100-year Nearest Impact

(indicate on map)
herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
Impact C
(NWP 39) Road fill/Permanent Riparian No 0 0.013
Impact D
(NWP 18) Stormwater
BMP/Permanent Hillside Seep No > 325' 0.012
Impact E
(NWP 39) Lot fill/Permanent Hillside Seep No >,450' 0.192
Total Wetland Impact (acres) 0.217
3. List the total acreage (estimated) of all existing wetlands on the property: 0.372 acres
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 Average Impact Area of
Number Stream Name Type of Impact
t?
Intermittent?
Stream Width
Length
Impact
indicate on ma
Before Impact
linear feet
acres
Impact A UT to Mango Stormwater Unimportant

(NWP 18)
Creek
Wetland/Permanent
/Intermittent 2' 209 0.010
Impact B UT to Mango Road Unimportant '

(NWP 39)
Creek
Crossing/Permanent
/Intermittent 2 165 0.007
Total Stream Impact (by length and acreage) 374 0.017
Page 4 of 10
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 N/A
Total Open Water Impact (acres) N/A
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact acres): 0.017
Wetland Impact (acres): 0.217
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.234
Total Stream Impact linear feet): 374
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 valye or spillway, etc.): excavation/floodinQ
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater.requirement, etc.): stormwater
Current land use in the vicinity of the pond: wooded
Size of watershed draining to pond: see'attached Expected pond surface area: see attached
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 anolicants reauested S&EC to complete a detailed, wetland delineation on the entire site,
to aid in developing a site plan that would avoid & minimize impacts to the maximum extent
Page 5 of 10
racticable. Impact A is an extended detention wetland proposed on an unimportant/intermittent
stream channel, these impacts are located within lot #9 identified on Impact map IM 1 The
location of these impacts are necessary to allow development on lot #9 and to offset the
extensive public infrastructure improvement costs that are associated with Sternwheel Way,
Village Park Drive and the widening of US 64. In addition due to the required location of the
public infrastructure (Sternwheel Wa Village Park Drive and US 641 the residual portion of
this lot becomes too small for any viable development options without the proposed impacts
associated with Impact A. Impact B is a road crossing and is also proposed on an
unimportant/intermittent stream channel these impacts are necessary to access the property. In
addition, this intersection of Sternwheel Way and Knightdale Boulevard (US 64 Business was
determined by the location of the existing median opening in the US 64 Business right-of-way
the NCDOT will not allow another median break to serve the proposed shopping center.
Impact C is 310 ftz of proposed impacts to Zone 2 riparian buffers: this small area is necessary
for the widening of US 64 Impacts D & E are proposed impacts to a jurisdictional wetland that
flows from the center of the property to the southeast property boundary these impacts are for
the second extended detention wetland and lot fill Because this property is to be developed
commercial, the proposed impacts to this jurisdictional feature are unavoidable due to the
essential location of the anchor store. Please note that the applicant has designed this
commercial development to allow over 40% of the onsite jurisdictional wetlands to remain
undisturbed and is proposing extended detention wetlands for stormwater treatment that could
potentially improve the water quality and runoff rates. Additionally, the applicant has avoided
additional impacts to jurisdictional wetlands by proposing a pedestrian path with a wooden
bridge/pilings at the southern property boundarv.
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.
Page 6 of 10
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/stn-ngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The applicant proposes payment to the Ecosystem Enhancement Program (EEP) for the
proposed permanent impacts to wetlands The In-Lieu Fee Request Form has been submitted
to the EEP, we will forward the acceptance letter upon receipt In addition it has been past
experience that mitigation is not required on impacts to unimportant/intermittent streams so
no mitigation is proposed, however if mitigation is required the applicant will utilize the
EEP.
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 ipdicating
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): 58,314 ft 2
Amount of Riparian wetland mitigation requested (acres): 0.01 acre
Amount of Non-riparian wetland mitigation requested (acres): 0.21 acre
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 ?
Page 7 of 10
X. , Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian* buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2R .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.
Impact A-Stormwater BMP
Zone* s Impact
uare feet
Multiplier
Mitigation
1 13,984 3 (2 for Catawba) 41,952
2 10,598 1.5 15,897
Total 24,582 57,849
Impact B-Road Crossing
Zone*,. Impact
(square feet Multiplier Required
Mitigation
1 8,863 3 (2 for Catawba) 0
2 5,490 1.5 0
Total 14,353 0
Impact C-Road Widening
Zone* Impact
(square feet Multiplier Required
Mitigation
1 0 3 (2 for Catawba) 0
2 310 1.5 465
Total 310 465
* 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 8 of 10
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.
It has been past experience that the DWQ utilizes the "Stormwater Management Ponds
excluding dry ponds" use for extended detention wetlands within the Neuse River Basin
Buffer Rules (NCAC 02B .0233(6), and requires mitigation if Zone 1 has been compromised
and diffuse flow has not been established. Therefore, the applicant proposes payment to the
Ecosystem Enhancement Program (EEP for the proposed riparian buffer impacts associated
with the extended detention wetland and the road impacts associated with the US 64
widening. The In-Lieu Fee Request Form has been submitted to the EEP, we will forward
the acceptance letter upon receipt.
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.
Preliminary Stormwater Calculations). The applicant proposing two extended detention
wetlands to treat the onsite stormwater, has identified adequate area for the stormwater BMP's
and has supplied preliminary stormwater calculations. The applicant requests upon approval of
the application, for DWQ to include a condition within the Water Quality Certification that will
allow our client to submit a final stormwater management plan to the DWQ at a later date, and
that the stormwater management,plan be reviewed and approved by the DWQ before any
impacts that have been approved take place on the property.
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 development will connect to the Town of Knigtdale sanitary sewer system. The CitX
will ensure that the capacity of their system is not exceeded.
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
Page 9 of 10
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 small commercial
developments are unlikely to cause cumulative impacts Village Park Commons 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
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).

It
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

Page 10 of 10
V0/1V/VV dua 14:04 FA.X 6LU IOU a«,5 WAMFIELD ASSOC
AGENT AUTHORMATION FORM
AM Mark Tom Filled In fiy The C2MM I?dQMMer
IM002
Namve: Norwood 0. and Nancy H Hargrove Properties, Limited Partnership
Address; 7049 V.S. Hi hwa 64E
aleigh_._ N.C. 2761
Phone: _ ra i o % stQti„ o,
PrajedName/Da=k ti= Y' JL" d ?c:. I,VAvn'rk,S
Date: March 14, 2006
The DePutn=t of the Army
US. Army Corps aF Fngirteers, W MU%gtan Dlstri,ct
P.Q. Box 1890
WR=&0x',NC 2M
Atba.
Field Mom f2 rQ-Q Ai:k?
lte: Wetlands RdaW Consul&9 end Fermittiia
TO Wh=itmay Cozc=-
ALt In owner, hmby designate and ant a Soil & rtlvirOnm ConwItant, pA to
my W 174V as my agettt in the praceseng of permh appljt?4e ns, to furnish upeai request
stxpplemenfal Wormafion in support of Vplicatiom em from this dey forward, The 4,1tb day cif
This notification supersedes any previous correspondence concerning the aunt foir this project.
NOT IM Tlli$ autl ,611io r,for 86114 =a p ssioual cot *By reasom, is valid only, for
govexmment o'irdaU to enter the propeY When weoopatie d try 68XC staff. You should call MEC
to anax ge a site meeting prior to vxsiHng the site.
Norwood 0. and Nancy H. Hargrove By;?7O ?cg?sa?"c?
Properties, Limited Partnership Norwood 0. azg oye and a cy H. Hargrove
Genexai, Partners
Print>??Vpe y py.Mfs Name nkoperty Owner's Ssignat=e
M' Ms. Cynd Y.. r y cx; M. Mristopher Flowers
NCDENR - DWQ Sant & Fatvkonznezital Coswltants. FA
2321 Crabtree Boulevard
U gh, NC 27604
03/13/05 MON 11:53 PAZ 818 788 8715 WAKEFIELD ASSOC
Boaz
AG W AMHoRmAn0Nji0RM
All BL To $e Filled In ByJThp Curzer?t Landowner
Ham: Jane P. Suggs ..
Address 1507 Trailwood Drive-
Raleigh, N.C. 27607
Phone:_ (9191 851-081
Y1? T?YY?YY? _ • ..
ftledNa=/D=# fiU= __V IIGe C' lr, t _
Date, i,&.
?nn6
The Deparftftnt of the Army
U-5- Army Cwps of Engineers, Wilmutgton D
F.O. B=1890
WiImtnWm NC 2M
Ate: - ?
. Field b ce: ,'
ke: Wetlands 17elaW Cm%%d fng and Permitting
To Whouk It M%y Cone=
I, fine t W%-CM ownor, hereby designaW and authorize MI & EnvSron Conmbmft, k'A. to
act in my bd" as my agent is the pracassixV of pmt spplimUmm, to funVsh upon request
suppleusental information in support of app%:ati=, etc: from this day forward. Uv .L4, ..th_ day of
Msreh, 2006
This notification supersedes any previous correspondence ceming tb,-- agent far ft project.
NOxICM 'his aUffi0 =hi0A for lfability kndprofessiozal clay reasons, is valid onlyfor
grvemment of it als to enter the property when accompanied by S&EC stall You should call S&EC
to aaanha a site meeting prior to visiting the site.
?_Jane P. SlIgg -
NiUk Fx op" Owne-'a N=.e
c? Ms. Cpitdi l:CaroYy
NCDENR - DWQ
2321 Crabtree Boulevard
IWOgll, NC 27604
P.
Froparty Ownefs Signs e
cc: Mr. C luisivpher Flowers
Soil & Bnvixoaeaaantal Consultants, PA
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Soil & Environmental Consultants, PA
Project Mgr.:
Sc JANE SUGGS PROPERTY 11010 Raven Ridge Rd.- Raleigh, NC 27614
WAKE COUNTY, NC [phone] • (919) 849467
Scale: Web Page: www.SandEC.com
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Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
(919) 846-59W • [phone]
Web Page: www.SaWEC.com
W A
F TE Michael F. Easley. Governor
O
R
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William G. Ross Jr., Secretary

' North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E. Director
"i Division of Water Quality

January 24, 2006
Mr. Sean Clark
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
BASIN:
Neuse X
(15A NCAC 2B .0233)
Complaint
Incident #
6CEIVE D
JAN 2 7 20C10 NBRRO 06-025
BrSIIS[ft* rnentalCorWlanls:PA County: Wake
Tar-Pamlico
(15A NCAC 2B .0259)
NOV Buffer Determination X
ADDeal Call
Project Name: Jane Suggs Property - Knightdale
• i ,
Location/Directions: Site is located on the south side of U.S. Highway 64 Business, approximately 0.95 miles east
of the intersection of U.S. Highway 64 Business and Hodge Road in Knightdale.
Subject Stream: UT to Mango Creek
i
Date of Determination: 1/23/06
Feature Start Buffer
GPS Points (if provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
l1SGS
Topographic
A Subject at Flag Q1 X X
B Not Subject 13 X
C Not Subject X
D Not Subject X
This on-site determination shall expire five (5) years from the (late of this letter. Landowners or affected parties
that dispute a determination made by the DWQ or Delegated Local Authority that a surface water crisis 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 c% Cyndi Karoly, DWQ Wetland.V401 Unit, 2321 Crabtree
Blv(l., 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-dory statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recomniemis t/iat the (ipplicatit conduct lliis notification in order to be certain that tliird
party appeals are made in a timely manner. To ask for (i hearing, send a written pelitioii, which eoiifornis to
North C
,/1'7m
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Internet h2o.encstate.nc.us 1628 Mail Service Center Ralcigh, NC 27699-1628
Phone [phone] Customer ?cnice
FAX [phone]-o-13-(,74.
An Equal OpportunitylAffirmative Action Employer - 50% Recycled/10% Post Consumer Paper
1/24/2006
Page 2 of 2
Chapter 150E of the North Carolina General Statutes to the Office of Administrative Hearings, 6,14 ,11ail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section: 4041401 Pernnit 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 Engineer
(Raleigh Regulatory Field Office) at (919)-876-8441.
CC: File Copy
Central Files
DWQ Wetlands and Storrawater Branch
DWQ NPS Compliance and Assistance Branch
Keith Gifford - Town of Knightdale

Eric W. Kulz
Environmental S c. III
T
u?
NorthC
r'attr,
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone (.919) 791-4200 Customer yen icc
Intemet h2o.enr.state.ne.us 1628 Mail Service Center Raleigh, NC 27699-1628 PAX [phone] 1-877-623-0748
An Equal Opportunity/Affirmative Action Employer-50% Recycledl10% Post Consumer Paper
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Project Mgr.: JANE SUGGS PROPERTY
Sc
WAKE COUNTY, NC
Scale:
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Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
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11010 Raven Ridge Rd.- Raleigh, NC 27614
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Web Page: www.SandEC.corn

Soil & Environmental Consultants, PA
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WATERS OF THE US, SUBJECT TO THE
00, WEUSE RNER 60 R BUFFERS PEREwA AL
woo STREAK (mustbo=n&mWby0*MACE
andDWCI
WATERS OF THE U.S. SUBJECT TO THE
11WWRrVER6ORK#:p S
fJTER TTAMTSTREAK#n stbeoorrirmsd
by the USACEsndDWQj
JURISOtCTIOMAL WETLANDS Pnust be
aaf6mas by Cw USAGE
PROPERTysouNnARY
STOP
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GRAPHIC SCALE r,/
1 " = 100'
100 0 100 200
S Y $? PRELIMINARY wEIVWD SKETCH MAP
J !3 R JANE SUGGS PROPERTY - OCTOBER
WAKE COUNTY. NORM CAR=4A
IM r?r?L . YIA7h?dr AN . I?sMMI•A• .
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
June 27, 2006
Ms. Debbie Edwards
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
Alan W. Klimek, P.E., Director
Division of Water Quality
ECEIYE
JUL 0 5 2006
By. Sol 6 Emesronmenta! Consu4tants. AA
IPRRO 06-008
County: Wake
INTERMITTENT/PERENNIAL (I/P) STREAM DETERMINATION
Project Name: Jane Suggs Property - Knightdale
Location/Directions: Site is located on the north side of US Highway 64, approx. 0.9 miles east of Hodge Road in
Knightdale.
Subiect Stream(s): UT to Maneo Creek
Date of I/P Determination(s): 6/20/06
Feature I/P Call Location of I/P Point
(GPS Points and/or
Flag) Notes/Basis for Cali (Stream Form Rating, Biol. Indicators,
etc.):
A P Flag 110 (offsite)

NOTE: No other features on the site were evaluated.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DWQ or Delegated Local may request a determination by the Director.
A request fora determination by the Director shall be referred to the Director in writing clo Cyndi Karoly, D{VQ
Wetlands1401 Unit, 2321 Crabtree Blvd, Raleigh, NC 27604-2260. You must act within 60 days of the date that
you receive this letter. Applicants are hereby notified that the 60-day statutory appeal time does not start until the
affected party (including downstream and adjacent landowners) is notified of this decision. DTVQ recommends
that the applicant conduct this notification in order to be certain that thirdparty appeals are made in a timely
manner. To ask fora hearing, send a written petition, which conforms to Chapter 150B of the North Carolina
General Statutes to the Office ofAdministrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714.
This determination is final and binding unless you ask for a hearing within 60 days.
No o Carolina
Ntmnally
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Intemet h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628
Phone [phone] Customer Service
FAX [phone]
An Equal Opportunity/Affirmafive Action Employer- 50% Recycled/10% Post Consumer Paper
6/27/2006
Page 2 of 2
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.
CC: File Copy
Central Files
DWQ Wetlands and Storrawater Branch
Keith Gifford - Town of Knightdale
Noy` Carolina
?fura!!J
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet h2o.enrstate.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
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Project Mgr.: 11010 Raven Ridge Rd.- Raleigh, NC 27614
CF JANE SUGGS PROPERTY
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Scale:
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PLD Piedmont Land Design, LLP
8522-204 Six Forks Road • Raleigh, NC 27615 • [phone] • Fax: [phone]
July 10, 2006
Village Park Commons
U.S. Hwy. 64 Business and Village Park Drive
Knightdale, North Carolina
Preliminary Stormwater Calculations
Impervious Area Calculations
Total Site Area = 56.83 acres
Total Site Area to Ponds = 46.61 acres
Existing Impervious Area = 0 acres (0%)
Total Impervious Area to Ponds = 34.3 acres (73.59% - Use 75% impervious for pond sizing.)
Extended Detention Wetland No. 1
Pre-development Calculations
Drainage Area = 27.15 acres
Curve Number Calculations
Drainage area consists mostly of Appling and Durham soils, which are a Type B soil.
5.08 acres agricultural field, (18.71%) CN 81
22.07 acres wooded, (81.29%) CN 60
Composite CN Calculations
1. 8.71 x 81 = 1,515.51
81.29 x 60 = 4,877.40
Total = 6,392.91
Use CN = 64
Calculate Runoff from 1-year storm
S = (1000/CN) -10 = (1000/64) -10 = 5.63
Q* = (P-0.2S)2/(P+0.8S) = (3"-0.2(5.63))2/(3"+0.8(5.63)) = 0.47"
Time of Concentration Calculations
300' sheet flow (cultivated soils), average slope = 2.33%
Tc = 0.007(nL)OS/(PZOSsO.a) = 0.007(0.06(300))0-'/((3.60-)0.02330-') = 0.17 hours
1530' shallow concentrated flow (unpaved), average slope = 3.5%
velocity = 3.0 fps from Figure 3-1 from TR-55
T, = L/60V = 1530/(3600(3.0)) = 0.14 hours
Total Time of Concentration = 0.31 hours = 18.6 minutes
Civil Engineers • Landscape Architects • Land Planners
Page 2
Runoff Calculations
Using Rational Method. Composite c values are based on c = 0.95 for impervious areas, c =
0.45 for agricultural fields, and c = 0.20 for wooded areas unless otherwise noted for runoff
calculations.
Calculate c
5.08 acres agricultural field, (18.71%)
22.07 acres wooded, (81.29%)
c = 0.1871 (0.45) + 0.8129 (0.20) = 0.25
Calculate Intensity
I = g/(h + T) = 104/(18 + 18.6) = 2.84 in/hr
Calculate Runoff
Qi = cIA = 0.25(2.84) 27.15 =19.28 cfs
Post-development Calculations
Drainage Area = 27.15 + 5.51 = 32.66 acres
Impervious Area = 24.50 acres (75% impervious)
Curve Number Calculations
Drainage area consists mostly of Appling and Durham soils, which are a Type B soil.
8.16 acres landscaped area, (25.00%) CN 61
24.50 acres impervious area, (75.001/o) CN 98
Composite CN Calculations
25.00 x 61 = 1,525.00
75.00 x 98 = 7,350.00
Total = 8,875.00
Use CN = 89
Calculate Runoff from 1-year storm
S = (1000/CN) -10 = (1000/89) -10 =1.24
Q* = (P=0.2S)2/(P+0.8S) = (3"-0.2(1.24))2/(3"+0.8(1.24)) = 1.90"
Time of Concentration Calculations - types of flow have been assumed at this time since no
grading and storm drainage plans have been prepared.
Assume 30' sheet flow landscaped areas), average sle = 2.00%
T, = 0.007(nL)0-8/(PZ 'Ss 4) = 0.007(0.24(30))0-'/((3.60-)0.020 4) = 0.09 hours
Assume 200' sheet flow aved), average slope = 2.00%
04
Tc = 0.007(nL)0-8/(P20-Ss. ) = 0.007(0.011(300))0-8/((3.60.5)0.020 ) = 0.03 hours
Assume 150' shallow concentrated flow (paved), average slope = 3.0%
velocity = 3.5 fps from Figure 3-1 from TR-55
T, = L/60V =150/(3600(3.5)) = 0.01 hours
Assume 1,400' pipe flow, average velocity = 6 fps.
PLD
Page 3
Tc = L/60V = 1,400/(3600(6)) = 0.06 hours
Total Time of Concentration = 0.19 hours = 11.4 minutes
Runoff Calculations
Using Rational Method. Composite c values are based on c = 0.95 for impervious areas and
c = 0.2 for landscaped areas unless otherwise noted for runoff calculations.
Calculate c
8.11 acres landscaped area, (25.00%)
24.50 acres paved, (75.00%)
c = 0.25(0.2) + 0.75 (0.95) = 0.76
Calculate Intensity
I = g/(h + T) = 104/(18 + 11.4) = 3.54 in/hr
Calculate Runoff
Q, = cIA = 0.76(3.54) 32.66 = 87.87 cfs
Calculate Runoff from 1" rainfall
S = (1000/CN) -10 = (1000/89) -10 = 1.24
Q* = (P-0.2S)2/(P+0.8S) = (1"-0.2(1.24))2/(1"+0.8(1.24)) = 0.28"
Volume = 0.28(32.66)(1/12)(43,560) = 33,196 cf
Calculate Required Storage for 1-yearstorm event
Q* = 1.90" = 0. 16'
Calculate Time to Peak
Tp = Volume/1.39 Qp = 0.16' (32.66 acres)/ (1.39(87.87cfs)) (43,560 sf/acre)
(lmin/60 sec) = 31.06 minutes.
Storage., (QPOST - QPRE) Tp = (87.87 cfs -19.28 cfs) 31.06 min (60 sec/min) =127,825 cf
Use 140,000 cf to account for inefficiencies in routing.
Calculate Minimum Surface Area for Extended Detention Wetlands
Assume average depth = 3'.
Percent Impervious = 75%
SA/DA ratio = 3.12% from Table 1.1 of State BMP Manual
Minimum Surface Area = 32.66 acres (0.0312) =1.02 acres = 44,432 sf
Summary
The current site plan allocates approximately 2 acres to construct the. proposed wetland.
This will provide approximately 50,000 sf of surface area. Approximately 3.2' depth will be
required to provide storage for the 1" rainfall event and the 1-year storm event. The area
allocated for this basin is sufficient.
PLD
Page 4
Extended Detention Wetland No. 2
Pre-development Calculations
Drainage Area = 13.95 acres
Curve Number Calculations
Drainage area consists mostly of Vance and Durham soils, which are Type B and C soils.
Use Type B soil CN since most conservative for preliminary calculations.
7.03 acres agricultural field, (50.391/o) CN 81
6.92 acres wooded, (49.61 %) CN 60
Composite CN Calculations
50.39 x 81 = 4,081.59
49.61 x 60 = 2,976.60
Total = 7,058.19
UseCN=71
Calculate Runoff from 1-year storm
S = (1000/CN) -10 = (1000/71) -10 = 4.08
Q* = (P-0.2S)2/(P+0.8S) = (3"-0.2(4.08))2/(3"+0.8(4.08)) = 0.76"
Time of Concentration Calculations
300' sheet flow (cultivated soils), average slope =1.83%
TT = 0.007(nL)°'1/(P2 ss0.4) = 0.007(0.06(300))°-8/((3.6°-)0.0183°-4) = 0.1.8 hours
380' shallow concentrated flow (unpaved), average slope = 3.68%
velocity = 3.1 fps from Figure 3-1 from TR-55
T, = L/60V = 380/(3600(3.1)) = 0.03 hours
Total Time of Concentration = 0.21 hours = 116 minutes
Runoff Calculations
Using Rational Method. Composite c values are based on c = 0.95 for impervious areas, c =
0.45 for agricultural fields, and c = 0.20 for wooded areas unless otherwise noted for runoff
calculations.
Calculate c
7.03 acres agricultural field, (50.39%)
6.92 acres wooded, (49.61 °/U)
c = 0.5039 (0.45) + 0.4961(0.20) = 0.33
Calculate Intensity
I = g/(h + T) = 104/(18 + 12.6) = 3.40 in/hr
Calculate Runoff
Q, = cIA = 0.33(3.40) 13.95 = 15.65 cfs
PLD
Page 5
Post-development Calculations
Drainage Area = 13.95 acres
Impervious Area = 10.46 acres (75% impervious)
Curve Number Calculations
Drainage area consists mostly of Appling and Durham soils, which are a Type B soil.
3.49 acres landscaped area, (25.00%) CN 61
10.46 acres impervious area, (75.00%) CN 98
Composite CN Calculations
25.00 x 61 = 1,525.00
75.00 x 98 = 7,350.00
Total = 8,875.00
Use CN = 89
Calculate Runoff from 1-year storm
S = (1000/CN) - 10 = (1000/89) -10 = 1.24
Q* = (P-0.2S)2/(P+0.8S) = (3"-0.2(1.24))2/(3"+0.8(1.24)) = 1.90"
Time of Concentration Calculations - types of flow have been assumed at this time since no
grading and storm drainage plans have been prepared.
Assume 30' sheet flow landscaped areas), average sle = 2.00%
Tc = 0.007(nL)os/(P2 ss .4) = 0.007(0.24(30))O-8/((3.60-)0.02 °4) = 0.09 hours
Assume 200' sheet flow paved), ;average slope = 2.00%
T, = 0.007(nL)o.s/(P20'Ss°') = 0.007(0.011(300))0.8/((3.6°.5)0.02°.4) = 0.03 hours
Assume 150' shallow concentrated flow (paved), average slope = 3.0%
velocity = 3.5 fps from Figure 3-1 from TR-55.
T, = L/60V = 150/(3600(3.5)) = 0.01 hours
Assumes 500' pipe flow, average velocity = 6 fps.
T. = L/60,V = 500/(3600(6)) = 0.02 hours
Total Time of Concentration = 0.15 hours = 9.0 minutes
Runoff Calculations
Using Rational Method. Composite c values are based on c = 0.95 for impervious areas and
c = 0.2 for landscaped areas unless otherwise noted for runoff calculations.
Calculate c
3.49 acres landscaped area, (25.00%)
'10.46 acres paved, (75.00%)
c = 0.25(0.2) + 0.75 (0.95) = 0.76
Calculate Intensity
I = g/(h + T) = 104/(18 + 9.0) = 3.85 in/hr
PLD
Page 6
Calculate Runoff
Q, = cIA = 0.76(3.85) 13.95 = 40.82 cfs
Calculate Runoff from 1" rainfall
S = (1000/CN) - 10 = (1000/89) -10 = 1.24
Q* = (P-0.2S)2/(P+0.8S) = (1"-0.2(1.24))2/(1"+0.8(1.24)) = 0.28"
Volume = 0.28(13.95)(1/12)(43,560) = 14,179 cf
Calculate Required Storage for 1-year storm event
Q* = 1.90" = 0.16'
Calculate Time to Peak
TP = Volume/1.39 QP = 0.16' (13.95acres)/ (1.39(40.82 cfs)) (43,560 sf/acre)
(lmin/60 sec) = 28.56 minutes.
Storage = (QrosT - QPRE) TP = (40.82 cfs - 15.65 cfs) 28.56 min (60 sec/min) = 43,132 cf
Use 50,000 cf to account for inefficiencies in routing.
Calculate Minimum Surface Area for Extended Detention Wetlands
Assume average depth = 3'.
Percent Impervious = 75%
SA/DA ratio = 332% from Table 1.1 of State OMP Manual
Minimum Surface Area = 13.95 acres (0.0312) = 0.435 acres = 18,949 sf
Summary
The current site plan allocates approximately 0.9 acres to construct the proposed wetland.
Thisvill provide approximately 19,000 sf of surface area. Approximately 3.4' depth will be
required to provide storage for the 1" rainfall event and the 1-year storm event. The area
allocated for this basin is sufficient.
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