20060658 Ver 1_COMPLETE FILE_20060417

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
June 5, 2006
Mr. Greg Garrett
Crescent Resources
11104 Limehurst Place
Charlotte, NC 28278
Subject Property:
Hidden Lake
Ut to Brandy Creek [030301, 28-29-3-(1), B, NSW]
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0658
Franklin County
Approval of 401 Water Quality Certification, Approval of Isolated Wetlands Permit and
Authorization Certificate per the Tar-Pamlico River Buffer Protection Rules (15A NCAC 2B .0259)
with Additional Conditions - REVISED
Dear Mr. Garrett:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.2947 acres of wetland, 250 linear feet of perennial stream, 5 linear feet of
previously impacted temporary isolated stream, 0.1372 acres of open water, and 26,592 square feet of
Zone 1 Tar-Pamlico River basin protected riparian buffers and 24,205 square feet of Zone 2 Tar-Pamlico
River basin protected riparian buffers to construct the proposed residential subdivision and commercial
site as described within your application dated April 17, 2006, and received by the N.C. Division of
Water Quality (DWQ) on April 17, 2006, with additional information received by the DWQ on May 9,
2006. After reviewing your application, we have decided that the impacts are covered by General Water
Quality Certification Number(s) 3494 and 3404 (GC3494 and GC3404). The Certification(s) allows you
to use Nationwide Permit(s) 3 and 14 (NW 3 and NW 14) when issued by the US Army Corps of
Engineers (USACE). This Certification replaces the Certification issued to you on May 18, 2006.
This letter shall also act as your approved Authorization Certificate for impacts to the protected riparian
buffers per 15A NCAC 2B .0259. 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. The Isolated Wetlands Permit will expire upon the
expiration date of IWGP100000 (September 30, 2008) or unless otherwise rescinded by the Director
of the Division of Water Quality.
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.
Conditions of Certification:
401 Oversight/Express Review Permits 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
Yb?-tea
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Crescent Resources
Page 2 of 5
June 5, 2006
1. Impacts Approved
The following impacts are hereby approved,as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved Units Plan Location or Reference
404 Wetland 0.2947 acres PCN page 4 and 5 of 11
Stream - perennial 250 linear feet PCN a e 4 and 5 of 11
-Open water - and 0.1372 acres PCN page 4 and 5 of 11
Isolated waters 5 linear feet PCN page 6 of 11
Zone 1 TPBR Buffer Impacts 26,592 (square feet PCN page 8 and 9 of 11
Zone 2 TPBR Buffer Impacts 24,205 (square feet PCN page 8 and 9 of 11
Sediment and Erosion Control:
2. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the 404/401Permit Application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur;
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project;
5. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15 NCAC 2H,
Section.0500;
6. Deed Notifications - Deed notifications or similar mechanisms shall be placed on all retained
jurisdictional wetlands, waters and protective buffers in order to assure compliance for future
wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any
Crescent Resources
Page 3 of 5
June 5, 2006
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. A sample deed notification can be downloaded from the 401/Wetlands Unit
web site at http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be
modified as appropriate to suit to this project;
7. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall be
designed and installed to allow for aquatic life movement as well as to prevent head cutting of the
streams. If any of the existing pipes are or become perched, the appropriate stream grade shall be re-
established or, if the pipes installed in a perched manner, the pipes shall be. removed and re-installed
correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the stream
up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below the
elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20
percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow low flow
passage of water and aquatic life. Design and placement of culverts and other structures including
temporary erosion control measures shall not be conducted in a manner that may result in 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.
8. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate before
discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not possible, it may
be necessary to provide stormwater facilities that are considered to remove nitrogen. This may require
additional approval from this Office.
Crescent Resources
Page 4 of 5
June 5, 2006
9. 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) and donation of perpetual conservation
easements 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), and the EEP and DWO
approve the conservation easement donation, 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 one month from the date of this approval to
make this payment. For accounting purposes, this Authorization Certificate authorizes payment
into the Wetlands Restoration Fund to meet the following compensatory mitigation
requirement:
Impact Compensatory
Mitigation Required River and Sub-basin
Number
Stream 250 linear feet Tar-Pamlico - 03020101
Buffers 50,573-square feet Tar-Pamlico - 03020101
Certificate of Completion:
10. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650
Mail Service Center, Raleigh, NC, 27699-1650.
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. The authorization to proceed with your proposed impacts or to
conduct impacts to isolated waters as depicted in your application and as authorized by this Permit, shall
expire upon expiration of IWGP100000 (September 30, 2008) or unless otherwise rescinded by the
Director of the Division of Water Quality.
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.
Crescent Resources
Page 5 of 5
June 5, 2006
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Eric Kulz in the DWQ Raleigh Regional Office at 919-791-4200.
Sincerely,
Alan W. Klimek, P.E.
AWK/ijm
Enclosures: NCDWQ 401 WQC Summary of Permitted Impacts and Mitigation Requirements
GC3494 and GC 3404
IWGP100000
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Jason Payne, Soil & Environmental Consultants, P.A., 11010 Raven Ridge Road, Raleigh, 27614
Filename: 060658HiddenLake(Franklin)401+TPBR_Revised

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
North Carolina Division of Water Quality
401 Water Quality Certification and Neuse Buffer Authorization
Summary of Permitted Impacts and Mitigation Requirements
In accordance with 15A NCAC 2H.0500, Wake Partners, LLC has permission as outlined below
to impact 250 linear feet of streams and 50,797 square feet of protected riparian buffer for the
purpose(s) of constructing a residential subdivision and commercial site on Cedar Creek Road in
Franklin County. All activities associated with these authorized impacts must be conducted with
the conditions listed in the attached Permit transmittal letter. THIS CERTIFICATION AND
BUFFER AUTHORIZATION IS NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENTS-NC ECOSYSTEM ENHANCEMENT
PROGRAM (NC EEP)
DWQ Project No: 20060658
LOCATION: Youngsville, NC
COUNTY Franklin
BASIN/ SUB BASIN/ INDEX Tar-Pamlico/03020101
As required by 15A NCAC 211.0500, and the conditions of this Certification and Neuse Buffer
Authorization, you are required to compensate for the above impacts through the restoration,
creation, enhancement or preservation of surface waters and riparian buffers as outlined below
prior to conducting any activities that impact or degrade the waters of the state.
Note: Acreage requirements proposed to be mitigated through the Ecosystem Enhancement
Program must be rounded to one-quarter acre increments; linear foot requirements must be
rounded up to the nearest foot according to 15A NCAC 2R.0503(b).
Impacts:
250 linear feet of streams
50,797 square feet of riparian buffer
Mitigation:
250 linear feet of streams
50,573 square feet of riparian buffer
401 Wetlands Certification 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/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
NorthCarohna
Naturally
Crescent Resources
Page 2 of 2
June 5, 2006
One of the options you have available to satisfy the compensatory mitigation requirement is
through the payment of a fee to the NC EEP per 15A NCAC 2R.0503. If you choose this option,
please sign this form and mail it to the Ecosystem Enhancement Program at the address below.
An invoice for the appropriate amount of payment will be sent to you upon receipt of this form.
PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE
NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE ECOSYTEM
ENHANCMENT PROGRAM.
Signature:
Date:
ECOSYSTEM ENHANCEMENT PROGRAM
1619 Mail Service Center
RALEIGH, N.C. 27669-1619
[phone]
Filename: 060658HiddenLake(Franklin)401 TPBR EEP revised
DWQ Project # 06-0658
Subject: DWQ Project # 06-0658
From: "Jason Payne" <[e-mail]>
Date: Sun, 4 Jun 2006 23:06:06 -0400
To: <[e-mail]>
CC: "Cyndi Karoly" <[e-mail]>,
Ian,
"Chuck Heiser" <[e-mail]>
I am writing in reference to the 401 certification we received from your office for DWQ Project #
o6-o658 dated 18 May, 2oo6. Specifically, condition 9 of the certification details the mitigation
requirements for the project. Within this condition, DWQ required 0.58-acres of wetland mitigation,
which reflects a 2:1 mitigation ratio for wetland impacts. In contrast, the attached 404 approval from
the Army Corps required only 1:i wetland mitigation for the project. According to the North Carolina
Administrative Code, T15A: 02H .0500, guidance for mitigation, "mitigation required by the U.S.
Army Corps of Engineers shall be considered to constitute the mitigation required by the certification
unless the Director determines that the mitigation proposal does not meet the criteria established in
Subparagraph (6) of this Paragraph." Furthermore, the guidance states that "mitigation shall not
be required for impacts to Class WL wetlands of less than one acre." In consideration of
the mitigation requirement set forth by the US Army Corps of Engineers in the 404 approval and the
fact that wetland impacts are below the i-acre threshold, we hereby request revision of the 401
certification, condition 9, mitigation requirement for wetland impacts such that the DWQ 401
certification does not list a requirement for wetland mitigation. You will also find the attached
excerpt from the NC Administrative Code with the pertinent information highlighted (p.5 of T15A
2H.0500.pdf).
I appreciate your prompt attention to this matter, and will gladly discuss this at your convenience. I
can be reached by email or by mobile at [phone].
Jason Payne
Environmental Scientist
Soil & Environmental Consultants, PA
11040 Rrm Ridge Rd:- Rang; NC 27814
(919) 8*5" -(919) 841%9467
Web Page: www.SandEC,wn
Content-Description: 8977w3 401 approval.pdf
8977w3 401 approval.pdfl Content-Type: application/octet-stream
Content-Encoding: base64
1 of 2 6/5/2006 8:31 AM
DWQ Project # 06-0658
.
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2 of 2 6/5/2006 8:31 AM
Ecosystem
PROGRAM
Jason Payne
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
-H-- (IC G 5y
W -rn Ito I
o C?C?C?adC?p
May 9, 2006
MAY 3 0 2006
DENR - WATER QUALITY
WETLANDS AND STc4WWATER BRANCH
Project: Hidden Lake County: Franklin
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 Marsh Cold Warm

Tar-Pamlico
0.29
0
0
0 L!t
250
1
2,625

8,465
03020101
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 Chris Mankoff at [phone].
Sincerely,
William D. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Eric Alsmeyer USACE-Raleigh
Eric Kulz, DWQ-Raleigh
File
R torte... E ... Protect Oar State
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MIERIR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 91 9-71 5-0476 / www.nceep.net
?OF W ATF9Q
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6
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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
May 18, 2006
DWQ Project # 06-0658
Franklin County
Mr. Greg Garrett
Crescent Resources
11104 Limehurst Place
Charlotte, NC 28278
Subject Property:
Hidden Lake
Ut to Brandy Creek [030301, 28-29.-3-(1), B, NSW]
Approval of 401 Water Quality Certification, Approval of Isolated Wetlands Permit and
Authorization Certificate per the Tar-Pamlico River Buffer Protection Rules (15A NCAC 2B .0259)
with Additional Conditions
Dear Mr. Garrett:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.2947 acres of wetland, 250 linear feet of perennial stream, 5 linear feet of
previously impacted temporary isolated stream, 0.1372 acres of open water, and 26,592 square feet of
Zone 1 Tar-Pamlico River basin protected riparian buffers and 24,205 square feet of Zone 2 Tar-Pamlico
River basin protected riparian buffers to construct the proposed residential subdivision and commercial
site as described within your application dated April 17, 2006, and received by the N.C. Division of
Water Quality (DWQ) on April 17, 2006, with additional information received by the DWQ on May 9,
2006. After reviewing your application, we have decided that the impacts are covered by General Water
Quality Certification Number(s) 3494 and 34.04 (GC3494 and GC3404). The Certification(s) allows you
to use Nationwide Permit(s) 3 and 14 (NW 3 and NW 14) 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 2B .0259. 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. The Isolated Wetlands
Permit will expire upon the expiration date of IWGP100000 (September 30, 2008) or unless
otherwise rescinded by the Director of the Division of Water Quality.
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.
Conditions of Certification:
1. Impacts Approved
401 Oversight/Express Review Permits 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
Crescent Resources
Page 2 of 3
May 18, 2006
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved Units Plan Location or Reference
404 Wetland 0.2947 acres PCN page 4 and 5 of 11
Stream - perennial 250 linear feet PCN page 4 and 5 of 11
Open water - and 0.1372 (acres) PCN page 4 and 5 of 11
Isolated waters 5 linear feet PCN page 6 of 11
Zone 1 TPBR Buffer Impacts 26,592 (square feet PCN page 8 and 9 of 11
Zone 2 TPBR Buffer Impacts 24,205 (square feet) PCN page 8 and 9 of 11
Sediment and Erosion Control:
2. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal,, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the 404/40 1 Permit Application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur;
4. Sediment and erosion control measures shall not be placed'in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project;
5. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15 NCAC 211,
Section.0500;
6. Deed Notifications - Deed notifications or similar mechanisms shall be placed on all retained
jurisdictional wetlands, waters and protective buffers in order to assure compliance for future
wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Crescent Resources
Page 3 of 3
May 18, 2006
Authorization Certificate. A sample deed notification can be downloaded from the 401/Wetlands Unit
web site at http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be
modified as appropriate to suit to this project;
7. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall be
designed and installed to allow for aquatic life movement as well as to prevent head cutting of the
streams. If any of the existing pipes are or become perched, the appropriate stream grade shall be re-
established or, if the pipes installed in a perched manner, the pipes shall be removed and re-installed
correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the stream
up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below the
elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20
percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow low flow
passage of water and aquatic life. Design and placement of culverts and other structures including
temporary erosion control measures shall not be conducted in a manner that may resuit 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.
8. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate before
discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not possible, it may
be necessary to provide stormwater facilities that are considered to remove nitrogen. This may require
additional approval from this Office.
Crescent Resources
Page 4 of 3
May 18, 2006
9. 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) and donation of perpetual conservation
easements 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 savable to: DENR - Ecosystem Enhancement Program Office), and the EEP and DWO
approve the conservation easement donation, 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 one month from the date of this approval to
make this payment. For accounting purposes, this. Authorization Certificate authorizes payment
into the Wetlands Restoration Fund to meet the following compensatory mitigation
requirement:
Impact Compensatory
Mitigation Required River and Sub-basin
Number
404 Wetland 0.58 Tar-Pamlico - 03020101
Stream 250 linear feet Tar-Pamlico - 03020101
Buffers 50,573 square feet Tar-Pamlico - 03020101
Certificate of Completion:
10. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650
Mail Service Center, Raleigh, NC, 27699-1650.
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. The authorization to proceed with your proposed impacts or to
conduct impacts to isolated waters as depicted in your application and as authorized by this Permit, shall
expire upon expiration of I:WGP100000 (September 30, 2008) or unless otherwise rescinded by the
Director of the Division of Water Quality.
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.
Crescent Resources
Page 5 of 3
May 18, 2006
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Eric Kulz in the DWQ Raleigh Regional Office at 919-791-4200.
Sincerely,
Y
Alan W. Klimek, P.E.
AWK/Um
Enclosures: NCDWQ 401 WQC Summary of Permitted Impacts and Mitigation Requirements
GC3494 and GC 3404
IWGP100000
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Jason Payne, Soil & Environmental Consultants, P.A., 11010 Raven Ridge Road, Raleigh, 27614
Filename: 060658HiddenLake(Frankl in)F01+TPBR
QF WA TF9Q Michael F. Easley, Governor
G William G. Ross Jr., Secretary
'0\
0) r? North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E. Director
Division of Water Quality
North Carolina Division of Water Quality
401 Water Quality Certification
Summary of Permitted Impacts and Mitigation Requirements
In accordance with 15A NCAC 2H.0500, Crescent Resources has permission as outlined below to impact 0.29 acres
of wetland and 250 linear feet of stream for the purpose(s) of constructing a residential subdivision and commercial
site on Cedar Creek Road in Franklin County. All activities associated with these authorized impacts must be
conducted with the conditions listed in the attached Permit transmittal letter. THIS PERMIT IS NOT VALID
WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENTS, ECOSYSTEM ENHANCEMENT PROGRAM
LOCATION: Youngsville, NC
COUNTY Franklin
BASIN/ SUB BASIN Tar-Pamlico/03020101
As required by 15A NCAC 214.0500, and the conditions of this Permit, you are required to compensate for the above
impacts through the restoration, creation, enhancement or preservation of wetlands and surface waters as outlined
below prior to conducting any activities that impact or degrade the waters of the state.
Note: Acreage requirements proposed to be mitigated through the Ecosystem Enhancement Program must be
rounded to one-quarter acre increments and linear foot requirements must be rounded up to the nearest foot
according to 15 2R.0503(b).
Impacts Mitigation
404 Wetland - 0.29 acres 0.58 acres
250 linear feet stream 250 linear feet of stream
In correspondence dated May 9, 2006, the EEP indicated that up to 0.58 acres of wetland and 250 linear feet of
stream mitigation will be conducted by EEP if necessary for the 401 Water Quality Certification and 404 Permit.
One of the options you have available to satisfy the compensatory mitigation requirement is through the payment of
a fee to the Wetlands Restoration Fund per NCAC 2R.0503. If you choose this option, please sign this form and
mail the form along with a copy of your 401 Certification or Buffer Approval to the Ecosystem Enhancement
Program at the address below. An invoice for the appropriate amount of payment will be sent to you upon receipt of
this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE
NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE ECOSYTEM ENHANCMENT
PROGRAM.
Signature Date
ECOSYSTEM ENHANCEMENT PROGRAM
1652 Mail Service Center
RALEIGH, N.C. 27699-1652
[phone]
Filename: 060658HiddenLake(Franklin)401+TPBR_EEP
401 Oversight/Express Review Permits 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
o Carolina
N `
Ntcrru!!rf
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
FILE
COPY,
• Soil & Environmental Consultants, PA
.11010 Raven Ridge Road Raleigh, North Carolina 27614 • Phone: [phone] Fax: [phone]
www.SandEC.com
May 9, 2006
S&EC Project# 8977.W3
DWQ Project # 06-0658
Division of Water Quality
Attn: Cyndi Karoly / Ian McMillan
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Re: Reply to the Division of Water Quality's 4/26/06 request for additional information
Hidden Lake
Youngsville, Franklin County, North Carolina
Dear Ms. Karoly and Mr. McMillan:
This letter is in response to your letter dated April 26, 2006, which requested additional
information. The original questions/requests are copied below as they appear on the
April-26, 2006 letter and are then followed by our response to each. w
Additional Information Requested
1. Please place building envelopes on all lots and resubmit site plans.
Please find attached conceptual plans with buildings shown. Also note that the
percent impervious surface is less than 10%and the average lot size, is
approximately 2.6 acres.
2. Please specify the percent ofproject imperviousness area based on estimated
built-out conditions and provide an inventory,of all impervious surfaces
(buildingfootprints, roads; driveways, decks, sidewalks, gravel-covered areas,
etc.).
Please find attached calculations. from the engineer addressing this request.
3. Please provide correspondence form the EEP indicating their acceptance of
your mitigation credit request.
Please find attached the acceptance letter from EEP dated May 9, 2006.
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lbwndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
4. Please complete Section XIV of the PCN application.
You will find the revised PCN application with this section completed.
We hope that this answers all of the DWQ's questions in order to finish the final review
process for a 401 Water Quality Certification. Please call if you have any questions or
require-further explanation.
Sincerely,
Jason Payne
Wetland Scientist
Attachments: 1) Site Plans
2)
3) EEP Acceptance letter
4) Completed Section XIV of the PCN application
CC: Mr. Chuck Heiser (ESP Associates)
2
TF9
^pG

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
April 26, 2006
DWQ Project # 06-0658
Franklin County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Greg Garrett E CEIV E
Crescent Resources R MAY 0 2 2006
11104 Limehurst Place
Charlotte, NC 28278
By, Soo 6 Eml.Wefial Cottsaltants. PA
Subject Property: Hidden Lake
Ut to Brandy Creek [030301, 28-29-3-(1), B, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Garrett:
On April 17, 2006, the Division of Water Quality (DWQ) received your application dated April 17, 2006,
to impact 0.2947 acres of wetland, 250 linear feet of perennial stream, 5 linear feet of previously impacted
temporary isolated stream, 0.1372 acres of open water, and 26,592 square feet of Zone 1 Tar-Pamlico
River basin protected riparian buffers and 24,205 square feet of Zone 2Tar-Pamlico River basin protected
riparian buffers to construct the proposed residential subdivision and commercial site. The DWQ has
determined that your application was incomplete and/or provided inaccurate information as discussed
below. The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive five copies of the
additional information requested below, we will have to move toward denial of your application as
required by 15A NCAC 2H.0506 and will place this project on hold as incomplete until we receive this
additional information. Please provide the following information so that we may continue to review your
project.
Additional Information Requested:
1. Please place building envelopes on all lots and resubmit site plans.
2. Please specify the percent of project imperviousness area based on estimated built-out conditions
and provide an inventory of all impervious surfaces (building footprints, roads, driveways, decks,
sidewalks, gravel-covered areas, etc.).
3. Please provide correspondence from the EEP indicating their acceptance of your mitigation credit
request.
4. Please complete Section XIV of the PCN application.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing and Eric Kulz
n. 7!-5 nn
Nom` Carolina
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 R o atmra!!If
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 MAC' ? X ?
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/newetiands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper • DENR - WATER QUALITY
WETL ,N,0S AVO STnrkm'MM RRANCH
Crescent Resources
Page 2 of 2
April 26, 2006
of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will assume
that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central'Files
Jason Payne, Soil & Environmental Consultants, P.A., 11010 Raven Ridge Road, Raleigh, 27614
Filename: 060658HiddenLake(Franklin)On_H6ld
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HIDDEN LAKE
Home. Location
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March 2, 2006
HIDDEN LAKE SUBDIVISION
Franklin County, NC
Total Project Acreage = 590.1 acres
Road Right-of-Ways = 31.6 acres
Lake = 78.0 acres
Park = 101.0 acres
Open Spaces = 47.0 acres
Lots = 332.5 acres
(Average lot size = 332.5 ac / 124 lots = 2.7 acres)
Impervious Areas:
Roadways = 27,500 LF x 25' / 43,560 SF/AC = 15.8 acres
Homes = 6500 SF x 124 lots / 43,560 = 18.5 acres
Driveways & Walks = 400 LF x 10' x 124 lots / 43,560 = 11.4 acres
Swimming Pools = 2000 SF x 62 lots / 43,560 = 2.8 acres
Total = 48.5 acres
Percent Impervious:
48.5 /590.1 = 8 % impervious surfaces at maximum build-out
05-09-'06 09;28 FROM-DENIM EEP 9197152001 T-790 P02 U-270
os stem
PROGRAM
May 9, 2006
Jason Payne
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
Project: Hidden Lake
County: Franklin
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/40t 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-Ri adan Coastal Marsh Cold Cool Warm
Tar-Pamlico 0.29 0 0 0 0
t 250 12,625 8,465
03020101 1
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 I.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 Chris Mankoff at [phone].
Sincerely,
if
rmmDD.lmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Eric Alsrneyer USACE-Raleigh
Eric Kulz, DW Q-Raleigh
File
R.uuri?fg... .. Pro" Our Stag
RCCDWR-
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 /www.nceep.net
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes El
No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
We have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401
Water Quality Certification and Isolated Wetland Programs" document prepared
by the NC Division of Water Quality on October 3, 2002, version 1.6. The draft
states that most residential subdivisions are unlikely to cause cumulative
impacts. The Woodlands 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).
Page 11 of 11
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

TFR
pG
i?
j
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
April 26, 2006
DWQ Project # 06-0658
Franklin County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Greg Garrett
Crescent Resources
11104 Limehurst Place
Charlotte, NC 28278
Subject Property: Hidden Lake
Ut to Brandy Creek [030301, 28-29-3-(1), B, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Garrett:
On April 17, 2006, the Division of Water Quality (DWQ) received your application dated April 17, 2006,
to impact 0.2947 acres of wetland, 250 linear feet of perennial stream, 5 linear feet of previously impacted
temporary isolated stream, 0.1372 acres of open water, and 26,592 square feet of Zone 1 Tar-Pamlico
River basin protected riparian buffers and 24,205 square feet of Zone 2 Tar-Pamlico River basin protected
riparian buffers to construct the proposed residential subdivision and commercial site. The DWQ has
determined that your application was incomplete and/or provided inaccurate information as discussed
below. The DWQ will require additional information in order to process your application to impact
protected wetlands and/or streams on the subject property. Therefore, unless we receive five copies of the
additional information requested below, we will have to move toward denial of your application as
required by 15A NCAC 211.0506 and will place this project on hold as incomplete until we receive this
additional information. Please provide the following information so that we may continue to review your
project.
Additional Information Requested:
1. Please place building envelopes on all lots and resubmit site plans.
2. Please specify the percent of project imperviousness area based on estimated built-out conditions
and provide an inventory of all impervious surfaces (building footprints, roads, driveways, decks,
sidewalks, gravel-covered areas, etc.).
3. Please provide correspondence from the EEP indicating their acceptance of your mitigation credit
request.
4. Please complete Section XIV of the PCN application.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact me in writing and Eric Kulz
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: hffp://h2o.enr.state.ne.us/ncwetlands
None p?i hhCarolina
dva&ra!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
..%
Crescent Resources
Page 2 of 2
April 26, 2006
of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we will assume
that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
0'a'. lam/ L
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Jason Payne, Soil & Environmental Consultants, P.A., 11010 Raven Ridge Road, Raleigh, 27614
Filename: 060658HiddenLake(Franklin)On_Hold
DWQ 0641,,658 Hidden Lake
Subject: DWQ 06-0658 Hidden Lake
From: Laurie Dennison <laurie [e-mail]>
Date: Thu, 27 Apr 2006 16:09:15 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being
forwarded to you electronically so that you may expedite preparation of your
response. Please do not send your response as a reply to this e-mail or via fax.
The hard copy is being sent via US Mail. All response correspondence is to be
mailed via hard copy to the 401 Oversight and Express Permits Unit, 2321 Crabtree
Blvd., Raleigh, NC, 27604 unless otherwise noted.
060658HiddenLake(Franklin)On_Hold.docl
Content-Type: application/msword
Content-Encoding: base64
1 of 1 4/27/2006 4:11 PM
FILE COPY
• Soil & Enviror:? ,w ultants, PA
11010 Raven Ridge Road..* Raleigh, Noi 5-5900 Fax: [phone]
April 14, 2006
project # 8977.W3
To: US Army Corps of Engineers N.C. Division of Water Quality
Raleigh Regulatory. Field Office ` - 401 Oversight and Express Permits Unit
Attn: Eric Alsmeyer Attn: Cyndi Karoly
1628 Mail Service Center 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27699-1628 Raleigh, NC 27604-2260 2 ,0 E ? 6 5 8
From: Jason Payne
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Hidden Lake
Youngsville, Franklin County, NC
On behalf of the applicant, Crescent Resources, LLC, please find attached a complete application
and supplemental information requesting written concurrence from the U.S. Army Corps of
Engineers (USACE) that the road construction proposed below may proceed under Nationwide
Permit 14 and Dam maintenance may proceed under NW,P 3. We also request Riparian Buffer
Authorization and written concurrence from N.C. Division of Water Quality (DWQ) that these
impacts may proceed under General Water Quality Certification GC3404 (per NWP14) and GC
GC3494 (per NWP3). Please contact me at [phone] if you have any questions or require
additional information.
PROJECT SUMMARY
Project Name Hidden Lake
Project Type Residential Subdivision
Owner / Applicant Crescent Resources, LLC
Count Franklin
Nearest Town. Youn sville
Waterbod Name ' Brand Creek
Basin / Sub-basin 03-03-01
Index Number 28-29-3-(l)
Class B;NSW
IMPACT SUMMARY
Stream Impact (acres): 0.0563
Wetland Impact (acres): 0.2947
Open Water Impact (acres): 0.13
Total Impact to Waters of the U.S.'(acres) 0.48
Total Stream Impact (linear feet): 25011
APR 1 7 Z00?
Attachments: 1?8Ntz ='/'1?Yt 441A1?11 Y
Pre-construction Notification (PCN) Application Form DWQ Buffer Letter (TPRRO#05-0070) ???
Agent Authorization Level Spreader Worksheets (6 pages)
Figure ,1, USGS`Site Vicinity Map Dam Safety:Permit
Figure 2, NRCS Soil Survey Map Overall Site Plan and Inset Impact Maps
Franklin County GIS Map $475 Application Fee to DWQ
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone].
Office Use Only: Form Version March 05
20060658
USACE Action ID No. DWQ No.
(if any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
P `,,,
E
1. Check all of the approval(s) requested for this project: -
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP3 and NWP14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information aBkO Q?
Name: Crescent Resources
Mailing Address: Attn: Greg Garrett APR Zoo$
11104 Limehurst Place
Charlotte, NC 282780
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: N/A
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jason Payne
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone]
E-mail Address: [e-mail]
Fax Number: [phone]
Page 1 of 11
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: Hidden Lake
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1864-41-8099
4. Location
County: Franklin Nearest Town: Youngsville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.):
The property is bordered to the east by Cedar Creek Rd. (SR 1116), with Cedar
Creek flowing in from the north, and Brandy Creek flowing in from the
southwest. From Raleigh, take Capital Blvd./ US-1 N. Continue to follow US-1
N. approximately 9.9 miles. Turn Right onto Holden Rd. and continue
approximately 0.3 miles. Stay Straight onto NC-1147 for another mile or so.
NC-1147 becomes Main St. in Youngsville. Continue along Main Street
another 0.7 miles. Main St. becomes Tarboro Rd. Follow Tarboro Rd. away
from Youngsville approximately 0.3 miles. Turn Left onto Cedar Creek Rd. and
follow Cedar Creek Rd. north approximately five miles. The site is on the left.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36.0590°N, 78.4462°W
6. Property size (acres): + 579 acres
7. Name of nearest receiving body of water: UT Brandy Creek (B;NSW); 28-29-3-(1)
Page 2 of 11
8. River Basin: Tar-Pamlico (03-03-01)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htW://h2o.enr.state.nc.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:
The site has been in agriculture for many years; prior to development, the site
was supporting cattle. Land use in the vicinity of this site is a mix of
residential development, agriculture, and forestland.
10. Describe the overall project in detail, including the type of equipment to be used:
The project consists of the construction of a low density housing
development. An infrastructure of roads servicing the development is
proposed. Dam maintenance at the existing lake is also proposed to stabilize
the area surrounding the outlet pipe and re-grade the emergency spillway.
Heavy equipment typically used for grading and excavation will be utilized for
this project.
11. Explain the purpose of the proposed work:
The purpose of the proposed work is to construct an infrastructure of roads
that will provide internal access for a low-density development surrounding
Cedar Lake. Other impacts associated with Dam maintenance are also
proposed.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
S&EC was retained in September 2004 to delineate jurisdictional wetlands and.
streams on the site. On March 14, 2005, Mr. Michael Horan of the NC-DWQ
confirmed the applicability of the Tar-Pamlico buffers to streams throughout the
project. Due to an oversight, Mr. Horan revised the buffer letter on February 6,
2006. A copy of Mr. Horan's revised letter is attached (TPRRO#05-0070).
Ms. Jean Manuel of the USACE met S&EC personnel on-site to review our
delineation and determine stream importance classifications on May 18, 2005.
Page 3 of 1 I
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future permit requests are anticipated for this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
The proposed activities include impacts to jurisdictional streams and wetlands
for construction of internal roads. Impact 1C will occur in order to stabilize the
dam at the spillway outlet pipe on the lake. This activity is maintenance of an
existing use, and should occur under NWP 3. Similarly, impact 1 B will occur to
re-grade the emergency spillway for the lake. This activity is also maintenance of
an existing structure, and should occur under NWP 3. Impacts 2A, 213, and 2C are
buffer impact only. Impacts 3A and 3D include wetland and pond-fill, respetively.
These impacts are for road construction under NWP 14. Impacts 4A and 413 are
stream and wetland impacts associated with road construction under NWP 14.
Impact 5A is a stream impact associated with road construction under NWP 14.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) es/no linear feet
1 B Permanent / Fill Emergent/herbaceous Yes 360' 0.1304
3A Permanent / Fill Riparian Wetland Yes 35' 0.0512
413 Permanent / Fill Riparian Wetland Yes 0 0.1131
Total Wetland Impact (acres) 0.2947
Page 4 of 11
3. List the total acreage (estimated) of all existing wetlands on the property:
The site contains approximately 56 acres of jurisdictional and isolated wetlands.
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
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
1A Brandy Creek Riprap Perennial 2 feet 20 0.0091
4A UT Brandy Creek Culvert Perennial 6.5 feet 90 0.0139
4A UT Brandy Creek Riprap Perennial 12 feet 25 0.0069
5A UT Brandy Creek Culvert Perennial 10 feet 70 0.0161
5A UT Brandy Creek Riprap Perennial 10 feet 45 0.0103
Total Stream Impact (by length and acreage) 250 0.0563
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
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres
3D Pond (UT Brandy Creek) Fill Pond 0.1372

Total Open Water Impact (acres) 0.1372
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.0563
Wetland Impact (acres : 0.2947
Open Water Impact (acres): 0.1372
Total hn act to Waters of the U.S. (acres) 0.4882
Total Stream Impact (linear feet): 250
7. Isolated Waters
Do any isolated waters exist on the property? ® Yes ? No
Page 5 of 11
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 USAGE.
A temporary utility line providing irrigation water to the perimeter of the site
was installed during the initial phase of construction. Impacts to isolated
waters are approximately 5 linear feet of stream and no isolated wetland
impacts are proposed; as such, these impacts are less than the thresholds
required for notification.
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.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed impacts are necessary to allow access to the southern interior of
the site. Due to the presence of four perennial/important streams that bisect the
southern portion of the property from south to north, access to the interior is not
possible without crossing streams and wetland areas. However, in an effort to
plan around jurisdictional areas, the client retained S&EC to identify wetlands and
streams on the site prior to planning. The client also invited the National
Audubon Society to the property prior to site planning to identify sensitive areas
for conservation. S&EC met with project engineers from ESP Associates to
develop an alternative that reduces stream and wetland impacts. Consequently,
the client chose to bridge two wetland and stream complexes near the southern
portion of the Lake and cross the lake at the existing road on the dam. Many
other, large and expansive wetland areas will remain undisturbed during
development. In total, approximately 55.5 acres of jurisdictional and isolated
wetlands will remain undisturbed following development.
Page 6 of 11
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
htip://h2o.enr.state.nc.us/ncwetlands/stn-np,ide.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 client proposes payment to NC-EEP for mitigation of resources lost to the
development. An application to EEP has been submitted on behalf of the
project.
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): 250
Amount of buffer mitigation requested (square feet): 50,573
Page 7 of 1 I
Amount of Riparian wetland mitigation requested (acres): 0.5
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Dam Maintenance: IMPACT 1C
Zone* Impact
(square feet Multiplier Required
Mitigation
1 1,000 3 0
2 0 1.5 0
Total 1,000 0
Road at Dam: IMPACTS 2A & 213
Zone* Impact
(square feet Multiplier Required
Mitigation
1 0 3 0
2 9,560 1.5 0
Total 9,560 0
Page 8 of 11
Bridae 2: IMPACTS 313 & 3C
Zone* Impact
(square feet Multiplier Required
Mitigation
1 12,625 3 37,875
2 8,465 1.5 12,697.5
Total 21,090 50,572.5
Bridae 3: IMPACTS 4C & 4D (Western Stream)
Zone* Impact
s uare feet Multiplier Required
Mitigation
1 4,235 3 0
2 2,500 1.5 0
Total 16,715 0
Culvert East of Bridge 3: IMPACTS 4E & 4F (Eastern Stream)
Zone* Impact
s uare feet Multiplier Required
Mitigation
1 5,432 3 0
2 1,745 1.5 0
Total 7,177 0
Culvert #25: IM PACTS 513 & 5C
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3,300 3 0
2 1,935 1.5 0
Total 5,235 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or. 0260.
Buffer impacts on this project are proposed at the outlet pipe for the Dam (1 C)
for dam maintenance, road construction across the existing dam (2A, 2B, and
C), Bridge 2 & Road (313 and 3C), Bridge 3 Approach Culvert (4E and 4F),
Bridge 3 & Road (4C and 4D), and the buffer impact associated with Culvert
#25 (5B and 5C). A detailed explanation of mitigation requirements for these
impacts is provided below.
• Dam stabilization - Because the buffer impacts to stabilize the dam
around the outlet pipe are considered maintenance of an existing
structure (the dam), we do not believe buffer mitigation should be
required for this impact.
Page 9 of 11
• Road on top of existing Dam - Because there is an existing gravel road
on the top of the dam, we discounted the impervious surface within the
buffer currently occupied by the existing road (within our proposed
corridor) from the proposed buffer impacts for the proposed
construction. The net result is a buffer impact less than 1/3-acre and
less than 150-linear feet when measured parallel to the stream. Because
the net buffer impact of new construction will impact less than 1/3 acre
and less than 150-linear feet of buffer (measured parallel to the stream),
we do not believe buffer mitigation should be required for this impact.
• Bridge 3 Approach Culvert (4E and 4F) - Because the proposed stream
crossing at this location is perpendicular to the stream, and the buffer
area is less than the thresholds required for mitigation, we do not
believe buffer mitigation should be required for this impact.
• Bridge 3 & Road - Because the proposed stream crossing at Bridge 3 is
perpendicular to the stream, and bridges are "allowable" activities
within the buffer regulations, we do not believe buffer mitigation should
be required for this impact. Moreover, the proposed buffer area impact
is less than the thresholds required for mitigation.
• Culvert #25 - Because the crossing at Culvert #25 is perpendicular to the
stream and the buffer area for this stream crossing is less than the
thresholds required for mitigation (1/3-acre and/or 150-linear feet of
buffer), we do not believe buffer mitigation should be required for these
impacts.
• Bridge 2 & Road, Pond Fill Because the buffer impacts proposed for
this area are parallel to the surface water, and the buffer impacts exceed
the thresholds required for mitigation (greater than 1/3 acre of riparian
buffer and greater than 150-linear feet of buffer impact) we propose
payment to EEP to mitigate for 50.572.5 square-feet of riparian buffer to
mitigate for these impacts.
XI.
XII.
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.
Due to the large lot sizes, large lake, and extensive undisturbed wetland areas, we
anticipated the percent impervious surface for the project will be below 20%.
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 an existing sanitary sewer system. The
municipality will ensure that this development does not exceed the available
capacity of the facility.
Page 10 of 11
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
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).
'f Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 11 of 11
Flepre I - 1:24K U5G5
Project No.
977 Topographic Quadrangle
Project Mgr.:
Cedar Creek
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Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh; NC 27614
[phone] - [phone]
Web Page: www.SandEC.com

Project: Scale:
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8977 1
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Project ! Date: (Franklinton Quadrangle)
Mgr.: KM 9128104
Cedar Creek Farms
Franklin County, NC
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd • Raleigh. NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
Map Output
Page 1 of 1
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http://www.co.franklin.nc.uslservletlcom.esri.esrimap.Esrimap?ServiceName=franklin&Cl i... 4/6/2006
FEB-06-2006 MON 10:00 AM DENR RRO FAX NO. 19195714718 P. 01/03
FAX COVER SHEET
NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT

NCDENR AND NATURAL RESOURCES
Raleigh Regional Office
"cam uAW.Im ow"J"mw 1628 Mail Service Center
Raleigh, NC 276994628
3 Pages, including cover sheet
TO:_ 2?Arn6Y ?ur FAX: 9j9 7
FROM: Inj /C e? 1 ?ntctw DATE: 9- (o OCo
SUBJECT: P,??a ss4C 11
0
MESSAGE:
Ali stcre ALu 7" rn a -orb s Ala" 5:35
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If you do not receive alf pages, calf 919-791.4200 or fax back to 919.571.4718
PLEASE NOTE OUR PHONE Nt?MBER HAS CHANGED
THE FAX NUMBER REMAINS THE SAME
FEB-06-2006 MON 10:00 AM DENR RRO FAX NO. 19195714718 P. 02/03
Michael F. Easley, Governor
OF W ATF,9 William G. Ross Jr., Secretary
RN QG North Carolina Department of Environment and Natural Resources
T? Colleen Alan W. H. Sullins, ,Deputy Director
-i Division of Water Quality
O 'C
February, , 2006
TPR O#05-0070
County: Franklin
ESP Assoc.
Jim Compton
961 Trinity Road
Raleigh, NC 27607
Atur Mr. Jim Compton
BASIN:
Neuse River Tar-Pamlico X
(15A NCAC 2B.0233) (15A NCAC 2B .0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Cedar Creek Farms S & RC Proiect # 8977.W1
Location/Directions; off of S R I 100 Near Younosville NC
Subject Stream: Brandy Creek
Date of Determination: 3/14/05
Feature Start Buffer
GPS Points (if
provided) End Buffer Stream
Fortis Appeal
Call Located
on Soil
Survey Located on
USGS
Too a hic
C Fla SOC X
D Fla SOD X
G Flag SOG 01 X
H Fla SOR X
I Fla SOI01 x
J Not Subject X
F Not Sub'e4't X
M Fla SOM 01 X
N Fla SON 18 X
B Flag SOB (starts
and stops in 3
laces x
WW,
Avh
Raleigh Regional Office 1628 Mail Service Center 3J?DENWR phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1828 facsimile (919) 5714718 1.877.6236748
FEB-06-2006 MON 10:01 AM DENR RRO FAX NO. 19195714718 P. 03/03
Jason Payne, S & EC
Cedar Creek Farms
2/6/2006
Page 2 of 2
A Subject X
L Subject X
K Subject X
O Subject X
P Subject X
Pond 1 Not Subject X
Pond 2 Subject X
Pond 3 Subject ® X
This on site determination shall expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing do Cyndi Karoly, DWQ Wedandsl401 Unit, 2321 Crabtree
Blvd, Raleigh, NC 27604-2260. individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days ofthe date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the a ected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 1508 of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask far a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any odier 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 Engitreers
(Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
Michael Horan
Environmental Spec. I
CC: Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
NPS Assistance & Compliance Oversight Unit - Danny Smith 1617 MSC, Raleigh, NC 27699-1617
Franklin County Planning and Inspections Department, 215 East Nash Street, Louisburg, NC 27549
Eric Alsmeyer, USACE Raleigh Regulatory Field Office
Jason Payne, S & EC, 11010 Raven Ridge Road, Raleigh, NC 27614
File Copy
Central Files
Level Spreaders (LS)
ESP Project No. TB12.400 - Cedar Lake, Phase 2
Franklin County, NC
Design level spreaders to provide diffuse flow through buffers for compliance with riparian area protection
rules: Reference NC DENR - DWQ: Level Spreaders Design Options, dated Oct 10, 2001.
Design Criteria:
Pass 10-year flow.
Spreader discharge must be level for entire desig n length.
Discharge over natural grass and thick ground co ver vegetation with max. 8 % slopes.
13-feet of level spreader for every 1.0 CFS.
LS # Location 010, In CFS X 13 Length, in FT at Elevation
201 at TST # 201 1.3 13 20 303.0
202 at TST # 205 1.3 13 20 305.0
203 at TST # 206 1.3 13 20 303.0
204 at TST # 208 1.5 13 20 313.5
205 at TST # 209 2.7 13 35 313.5
206 at TST # 210 1.0 13 20 312.5
207 at TST # 211 2.0 13 30 313.0
208 at TST # 212 .2.5 13 35 337.5
209 at TST # 213 2.6 13 35 342.5
210 at Swale #206-L 0.5 13 15 302.0
211 at Swale #206-R 0.5 13 15 306.0
Swale No. 212 -- -ro tic ? 2 04
OBJECTIVE: Design a TYPICAL SECTION for Swales
ESP No. TB 12.400 - Cedar Lake, Phase 2
LOCATION: Franklin County, NC
SOLUTIONS: Determine the MAXIMUM velocity, V, through the TYPICAL SECTION
Use Trial & Error to make the flow depth, d, result with Q = Q 10
DESIGN STORM: 10-YEAR Q10 = CIA
Q10=0.40 x 7.22 IN/HR x 0.51 AC
Q10: 1.5 cfs
NOTE: The velocity of the water entering a maintained veg. swale must be < 5 fps
MAXIMUM
Slope Condition
LINING TYPE :
Shear Stress:
TERMINOLOGY:
d = 0.32 FT A = 0.31 FT112
P = 2.02 FT
n = 0.030 (DEHNR, 1993) R = 0.15
B = 0 FT Q = 1.5 CFS
Z = 3 :1 V= 4.73 FPS
S = 0.112 FT/FT W = 1.92 FT
LINING TRM S&M SEED & MULCH, < 0.40
T YDS MAT NETTED STRAW MAT, 0.40 to 1.70
T= 2.24 Lb/SF TRM SYNTHETIC TRM,1.70 to 6.0
RR RIPRAP (A,B,1,2)
Q= Peak Discharge, (CFS) A = Cross-Sectional Area of Flow,
P = Wetted Perimeter of the Flow, (FT)
d = Maximum Depth of Water, (FT) R = Hydraulic Radius, (FT)
V = Trial Velocity, (FPS) S = Slope of the Channel, (FT/FT)
n = Manning's "n" Coefficient Q = Trial Discharge, (CFS)
B = Bottom Width of Channel, (FT) W = Top Width of Water in Channel,
Z = Side Slope of Channel (Z:1) T= Shear Stress in Lb/SF
Y= Wt of Water (62.4 lb/cf)
D= Depth Of Flow
S= Slope Of Swale
FINISHED DIMENSIONS: MIN Depth = 0.32 FT
Bottom Width = 0 FT
MAX Slope = 11.22%
Side Slopes = 3 : 1
REFERENCES: (DEHNR, 1988; DEHNR, 199.?)
Swale No. 213 - -ro tee- C_C_ c-vrv?
OBJECTIVE: Design a TYPICAL SECTION for Swales
ESP No. T1312.400 - Cedar Lake, Phase 2
LOCATION: Franklin County, NC
SOLUTIONS: Determine the MAXIMUM velocity, V, through the TYPICAL SECTION
Use Trial & Error to make the flow depth, d, result with Q = Q10
DESIGN STORM: 10-YEAR Q10 = CIA
Q10=0.40 x 7.22 IN/HR x 0.92 AC
Q10: 2.7 cfs
NOTE: The velocity of the water entering a maintained veg. swale must be < 5 fps
MAXIMUM
Slope Condition
LINING TYPE :
Shear Stress:
TERMINOLOGY:
d = 0.41 FT A = 0.50 FT^2
P = 2.59 FT
n = 0.030 (DEHNR, 1993) R = 0.19
B = 0 FT Q = 2.8 CFS
Z= 3 :1 V= 5.58 FPS
S = 0.112 FT/FT W = 2.46 FT
LINING TRM S&M SEED & MULCH, < 0.40
T=YDS MAT NETTED STRAW MAT, 0.40 to 1.70
T= 2.87 Lb/SF TRM SYNTHETIC TRM,1.70 to 6.0
RR RIPRAP (A,B,1,2)
Q= Peak Discharge, (CFS) A = Cross-Sectional Area of Flow,
P = Wetted Perimeter of the Flow, (FT)
d = Maximum Depth of Water, (FT) R = Hydraulic Radius, (FT)
V = Trial Velocity, (FPS) S = Slope of the Channel, (FT/FT)
n = Manning's "n" Coefficient Q = Trial Discharge, (CFS)
B = Bottom Width of Channel, (FT) W = Top Width of Water in Channel,
Z = Side Slope of Channel (Z:1) T= Shear Stress in Lb/SF
Y= Wt of Water (62.4 lb/cf)
D= Depth Of Flow
S= Slope Of Swale

FINISHED DIMENSIONS: MIN Depth = 0.41 FT
Bottom Width = 0 FT
MAX Slope = 11.22%
Side Slopes = 3 : 1
-2_t;0 5-
REFERENCES: (DEHNR, 1988: DEHNR, 1993)
Swale No. 215
OBJECTIVE: Design a TYPICAL SECTION for Swales
ESP No. TB 12.400 - Cedar Lake, Phase 2
LOCATION: Franklin County, NC

SOLUTIONS: Determine the MAXIMUM velocity, V, through the TYPICAL SECTION
Use Trial & Error to make the flow depth, d, result with Q = Q10
DESIGN STORM: 10-YEAR Q10 = CIA
Q10=0.40 x 7.22 IN/HR x 0.21 AC
Q10: 0.6 cfs
NOTE: The velocity of the water entering a maintained veg. swale must be < 5 fps
MAXIMUM
Slope Condition
LINING TYPE :
Shear Stress:
TERMINOLOGY:
d = 0.23 FT A = 0.16 FT^2
P = 1.45 FT
n = 0.030 (DEHNR 1993) R= 0.11
B = 0 FT Q = 0.6 CFS
Z= 3 :1 V= 3.97 FPS
S = 0.123 FT/FT W= 138 FT
LINING TRM S&M SEED & MULCH, < 0.40
T=YDS MAT NETTED STRAW MAT, 0.40 to 1.70
T= 1.76 Lb/SF TRM SYNTHETIC TRM,1.70 to 6.0
RR RIPRAP (A,B,1,2)
Q= Peak Discharge, (CFS) A = Cross-Sectional Area of Flow,
P = Wetted Perimeter of the Flow, (FT)
d = Maximum Depth of Water, (FT) R = Hydraulic Radius, (FT)
V = Trial Velocity, (FPS) S = Slope of the Channel, (FT/FT)
n = Manning's "n" Coefficient Q = Trial Discharge, (CFS)
B = Bottom Width of Channel, (FT) W = Top Width of Water in Channel,
Z = Side Slope of Channel (Z.- 1) T= Shear Stress in Lb/SF
Y= Wt of Water (62.4 lb/cf)
D= Depth Of Flow
S= Slope Of Swale

FINISHED DIMENSIONS: MIN Depth = 0.23 FT
Bottom Width = 0 FT
MAX Slope = 12.25%
Side Slopes = 3 : 1
REFERENCES: (DEHNR, 1988; DEHNR, 1993)
Swale No. 214
OBJECTIVE: Design a TYPICAL SECTION for Swales
ESP No. TB 12.400 - Cedar Lake, Phase 2
LOCATION: Franklin County, NC
---- 1_0 Live" '07
SOLUTIONS: Determine the MAXIMUM velocity, V, through the TYPICAL SECTION
Use Trial & Error to make the flow depth, d, result with Q = Q10
DESIGN STORM: 10-YEAR Q10 = CIA
Q10--0.40 x 7.22 IN/HR x 0.61 AC
Q10: 1.8 cfs
NOTE: The velocity of the water entering a maintained veg. swale must be < 5 fps
MAXIMUM
Slope Condition
LINING TYPE
Shear Stress:
TERMINOLOGY:
d = 0.34 FT A = 0.35 FT^2
P = 2.15 FT
n = 0.030 (DEHNR, 1993) R = 0.16
B = 0 FT Q = 1.8 CFS
Z = 3 :1 V= 5.15 FPS
S = 0.123 FT/FT W = 2.04 FT
LINING TRM S&M SEED & MULCH, < 0.40
T=YDS MAT NETTED STRAW MAT, 0.40 to 1.70
T= 2.60 Lb/SF TRM SYNTHETIC TRM,1.70 to 6.0
RR RIPRAP (A,B,1,2)
Q= Peak Discharge, (CFS) A = Cross-Sectional Area of Flow,
P = Wetted Perimeter of the Flow, (FT)
d = Maximum Depth of Water, (FT) R = Hydraulic Radius, (FT)
V = Trial Velocity, (FPS) S = Slope of the Channel, (FT/FT)
n = Manning's "n" Coefficient Q = Trial Discharge, (CFS)
B = Bottom Width of Channel, (FT) W = Top Width of Water in Channel,
Z = Side Slope of Channel (Z:1) T= Shear Stress in Lb/SF
Y= Wt of Water (62.41b/cf)
D= Depth Of Flow
S= Slope Of Swale

FINISHED DIMENSIONS: MIN Depth = 0.34 FT
Bottom Width = 0 FT
MAX Slope = 12.25%
Side Slopes = 3
REFERENCES: (DEHNR, 1988: DEHNR, 1993)
Swale No. 206 - TO GE"'e` Z to d- 2-11
OBJECTIVE: Design a TYPICAL SECTION for Swales
ESP No. TB 12.400 - Cedar Lake, Phase 2
LOCATION: Franklin County, NC
SOLUTIONS: Determine the MAXIMUM velocity, V, through the TYPICAL SECTION
Use Trial & Error to make the flow depth, d, result with Q = Q 10
DESIGN STORM: 10-YEAR Q10 = CIA
Q10=0.40 x 7.22 IN/HR x 0.18 AC
Q10: 0.5 CA
NOTE: The velocity of the water entering a maintained veg. swale must be < 5 fps
MAXIMUM
Slope Condition
LINING TYPE :
Shear Stress:
TERMINOLOGY:
d= 0.22 FT A= 0.15 FT^2
P= 139 FT
n= 0.030 (DEHNR, 1993) R = 0.10
B = 0 FT Q = 0.5 CFS
Z = 3 :1 V= 3.48 FPS
S = 0.100 FT/FT W = 1.32 FT
LINING MAT S&M SEED & MULCH, < 0.40
T=YDS MAT NETTED STRAW MAT, 0.40 to 1.70
T= 1.37 Lb/SF TRM SYNTHETIC TRM,1.70 to 6.0
RR RIPRAP (A,B,1,2)
Q= Peak Discharge, (CFS) A = Cross-Sectional Area of Flow,
P = Wetted Perimeter of the Flow, (FT)
d = Maximum Depth of Water, (FT) R = Hydraulic Radius, (FT)
V = Trial Velocity, (FPS) S = Slope of the Channel, (FT/FT)
n = Manning's "n" Coefficient Q = Trial Discharge, (CFS)
B = Bottom Width of Channel, (FT) W = Top Width of Water in Channel,
Z = Side Slope of Channel (Z:1) T= Shear Stress in Lb/SF
Y= Wt of Water (62.4 lb/cf)
D= Depth Of Flow
S= Slope Of Swale

FINISHED DIMENSIONS: MIN Depth = 0.22 FT
Bottom Width = 0 FT
MAX Slope = 10.00%
Side Slopes = 3
REFERENCES: (DEHNR, 1988; DEHNR, 1993)
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation, shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replacelreplant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
1 acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to ngtify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name:,e,
Title:2
J for Hidden Lake Subdivision, Franklin County NC
8450 Falls of the Neese Road, Suite 102, Raleigh, NC 27615
919-847-
Sig
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
1, Judy B. Mills , a Notary Public for the State of North Carolina
County of Mecklenburg do hereby certify that Allen S. Harrington
personally appeared before me this 10th day of April , 2006 and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
SEAL
No ry Pt/is ?
y commission expires
Page 1 of 1
A7;.A
AL J&
DENR
NC
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, P.G., P.E.
Director and State Geologist
Certificate of Approval
April 7, 2006
CERTIFIED MAIL
RETURN RECEIPT
Mr. Allen Harrington
Crescent Resources, LLC
11104 Limehurst Place
Charlotte, North Carolina 28278
RE: Approval to Modify
Thomas Lake Dam
State I.D. FRANK-005
Dear Mr. Harrington:
/- f7c "0' o/Q
4-/' !
Michael F.'Easley, Governor
William G. Ross Jr., Secretary
This is in response to your submission received on February 7, 2006 of plans, specifications and
design data for the repair of the subject dam in compliance with the Dam Safety Law of 1967.
These plans, specifications and design data were prepared under the supervision of Mr. Timothy
LaBounty, PE. This letter constitutes approval of the proposal to modify the subject darn
according to the plans and specifications received by this Division on February 7, 2006 with the
following stipulations:
2.
3.
4.
A flow of water sufficient to maintain downstream aquatic habitat must be released from
the dam at all times, even during construction.
Mr. Timothy LaBounty, PE shall provide engineering supervision.
During construction, the Division of Land Resources may require such progress reports
as are deemed necessary.
Upon completion of the project, Mr. Timothy LaBounty, PE shall inspect the completed
work and upon finding that the work has been done as specified and the dam is safe, shall
file with the Division of Land Resources two sets of record drawings and a certificate
stating that the work has been completed in accordance with approved plans,
specifications and other requirements.
Geological Survey • Land Quality • Geodetic Survey
Division of Land Resources • 1612 Mail Service Center, Raleigh, North Carolina 27699-1612
512 North Salisbury Street, Raleigh, North Carolina 27604
919-733-38331 FAX: [phone] Internet: www.dlr.enr. state.nc.us/dlr.htm
An Equal Opportunity 1 Affirmative Action Employer-50% Recycled 110% Post Consumer Paper
Mr. Harrington
February 7, 2006
Page 2 of 2
5. You must notify Mr. John Holley, PE, Regional Engineer, Land Quality Section, 3800
Barrett Drive, Raleigh, North Carolina 27609, [phone] ten days before the start of
construction.
The Army Corps of Engineers and the Water Quality Section of this Department should be
contacted to determine if additional permits are required. Also, the erosion and sediment control
program having jurisdiction should be contacted to determine permit requirements. In any case,
sediment must be prevented from entering the waters of the state or flowing onto neighboring
property.
The Division of Water Resources is determining the necessary minimum release for the dam.
This will become a component of the approval to be issued on completion of the modifications.
Construction of the modifications must begin within one year of the date of this letter or this
approval is void. For assistance you may contact a staff member of the Dam Safety Program in
the Raleigh Central Office at telephone number [phone].
Since ely,
es D. Simons, PG, PE
Director and State Geologist
cc: Mr. Timothy LaBounty, PE
Mr. Jim. Compton, PE
Mr: Chuck Heiser, PE.
Mr. John Holley, PE, Regional Engineer
Surface Water Regional Supervisor
e.4 I?MCMM&CREED
621-101 Hutton Street
Raleigh, NC 27606
Tel: [phone]
Fax: [phone]
MEMORANDUM
TO: Chuck Heiser (ESP Associates)
FROM: Tim LaBounty (McKim & Creed)
DATE: April 12, 2006
RE: Cedar Lake Dam Repairs - Wetland Permitting Narrative
M&C#: 03229-0001
Rip rap is proposed at the principal spillway outlet to protect the re-graded embankment slopes
proximal to the barrel. In addition, the rip rap had been designed to provide energy dissipation
to minimize the,potential for downstream erosion resulting from discharges from the barrel.
To maintain stream impacts below permitted limits established by the Army Corps of Engineers
and the N.C. Division of Water Quality, the principal spillway was modified so that it will
function primarily as a low flow discharge structure for base flow and will allow minimal
discharge passage during the design storm. The lower peak flow and velocity resulted in
reducing the size of the energy dissipater/outlet protection at the barrel outlet to meet
regulatory impact limitations.
The proposed re-grading and lining of the spillway channel is necessary to minimize the
potential for future erosion. The high performance turf reinforcement mat (TRM)/grass lining
can accommodate the design storm calculated velocities and shear stresses in the channel
section. The 20 feet long rip rap apron proposed at the brink of the existing concrete spillway is
necessary for additional scour protection at the transition from the structural spillway to the
TRM-lined vegetated channel.
Page 1 of 1
? 40
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INSET #3 STREAM CHANNELS Z
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98 D P&D 80 ?--
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?? •`\. ? ? ? ? `- o tv ?r t Ef l ti ? } f P ! f ?f (? `11' r?'(
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77777-777 7?_
- ------------
mill,
MUMMY!
644444444
-- - - - - - - -- - - - - - - - - - - - - - - - - -
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----- <,
2 --- -.. _-- -
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t I i? "287--===__284
L.a ` _ - 288 ?.^ ``` -lam
\ I { ` , ROADWAY (INSET NO. 28) EXISTING
" EXISTING ROADWAY INSETINSET N0.
\ , , } o Z2 BUFFER IMPACT = RISER PIPE ,? \?, \\\? ???\\
\ it t 1; ' f EMERGENCY Zl BUFFER IMPACT = \? \ l
0) AND OUTLET
it j' N" SPILLWAY (BOTH SIDES OF SPILLWAY DRIVE) 435 PERVIOUS SF
FOR LAKE 8840 IMPERVIOUS SF BARREL FOR \ \? ; ,;?i , 1 tl
rn 5170 PERVIOUS SF LAKE 1 } 11 ???
f EXISTING WATER
! TAR-PAMLICD ELEV = 293.3 FT ?sf I
r { s (r'1rr
{ RIPARIAN BUFFER CEDAR LAKE GRAPHIC SCALE
{ 0-30 FEET, Zl p ' f t W
} 60 0 30 30 120 240 V ,?t Z
l i ly TAR-PAMLICO
Y
S
W
O
Z
RIPARIAN BUFFER EXISTING IMPERVIOUS DRIVE -2C \ "? ro a y
J 30-50 FEET Z2 ZI BUFFER IMPACT= 7770 SF
i i IN FEET) Z2 BUFFER IMPACT= 1800 SF \ NI
r t l rt I inch = 60 ft.
a z x
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300
296
292 CHANNEL TO FROPOSED GRADE PROPOSED FINISHED GF ADE
268
264
280
276 WITH -AGH PERFORMANCE
P?9' tLINE CHANNEL
pc.okp AkIENIT CRASS GOVER AND War"
272
ArJrr
i
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00
DISTANCE (FT.)
SECTION - INSET #113
300
296
292
266
J 264
co
260
w
0 276
> 272
w
J
w 268
264
am -

-c -EXIST, DOWNS TREAM RIP R P
EMBANKMENT LOPE UNED Oi NEL

TOP OF RIP RA
INV EL V = 276.5

TIE IN TOE STING
DIA.
--' E T
E
" XIS ING GRAD
EXIST. 24
ReP

77
T
r

EXTEND RIP
AND FI AP, STONE BED
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NOTE: _
REMAINS OF C ONCRETE OUTLE NON WOVEN FILTER FABRIC (SYNTHE TIC INDUSTRIES (SI)
STRUCTURE AN D PROPERLY DIS POSE. GEO EX 801 OR AP ROVED SUBSTITU TE)
Amoo
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+60
DISTANCE (FT.)
PROFILE - INSET X A
1+10 1+20 1+30
Q?
o PQ???P?P
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rrhh ? q4
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GRAPHIC SCALE
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I ?? \ oq
I ( IN FEET)
\ I inch = 40 ft.\}
CLA, Q?
ti
CEDAR LAKE
1 1 i i/ l? ' z o
I I 1 EXISTING WATER ?? J 7
ELEV - 293.3 FT r l :.a
2/9

NOTE.• BUFFER IMPACTS
ARE ELABORATED UPON
ON SHEET 48

U
Z
z

294-1
EXISTING ;
1 1 POND '?K 'K
Q o
EXISTING WATER
-ELEV = 305.4 FT
LIL
1 ,-
/ EXISTING PROPERTY LINE ? ? -?/ ---- --?
I ! ( ( l STREAM --
I J CHANNEL } 1 I INSET NO.-JD
1N ET NO. -,A 1 EXISTING W
I'?OND FILL - 5975-SF r / W L
W TLAN IM A T 2230\SF / WETLANDS 11 l I / _ z L301 -7
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4o GRAPHIC SCALE" t I \ , \
0 zo 20 80 1600
( IN FEET)
1 inch = 40 ft \??` cb
CEDAR LAKE
j TAR-PAMLICO
RIPARIAN BUFFER
EXISTING WATER 30-50 FEET, Z2
ELEV = 293.3 FT
c?
f

•"•? `? ?? EXISTING
STREAM
CHANNEL
TAR-PAMLIC0
i \ ?RIPARIM BUFFER
0? 30 FEET ZI
300 99 TAR-PAMLICO
3-01 RIPARIAN BUFFER
l n? 30-50 FEET Z2

f .,
•tt;'
INSET NO. 3B )
Zl BUFFER IMPACT =I
3255 IMPERVIOUS SF1
9370 PERVIOUS SF 1
r
c1)
TAR-PAMLICO ?J
RIPARIAN BUFF ti
0-30 FEET R
o Q
EXIS TING
POND
EXISTING WATER
ELEV = 305.4 FT
PROPF?TY'Ll1WF?
4?5

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300
290
N PJ
+
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i
t
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LOW POINT ELEV = 304
50
'? SPAN LOW POINT STA = 3 .
4+27.7,1
P VI STA = 34+2 7.75
P I ELEV = 30 4.13
a A.D. = 2.00
C%i
r U? _
N M
5 ' VC
1
0,0
ti
U
W W

+ o
M
KI
POND
WS ELEV. = M 5.4

100-YR OR
ELEV. = 99.
LA KE NORM PO X
ELEV. 93.

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PROFILE - INSET #3I`ol
G
a I 1 ?- , , IN
01?E. B,kEAC rs?
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INSET NO. 48
WETLAND IMPACT =
4925 SF
IN 4A
THEE PACTS W
?QY RT='?
1 GRAPHIC SCALE C O LF
! AND 5
zo o 10 10 ao ao BRIPRAP = 2 F 1 \ \ ) ,
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3 O IMPERVIOUS SF 3815 PERVIOUS SF ( R- A 1
3845 PERVIOUS SF } \ RI RfAN )9 Q
INSEX NO. 4F \ 36\FE 1
INSE NO. 4D Z2 BUFF R?I T°°''?? } ?? )
Z2 BUFkR IMPACT 600 IMPRV145FJ"
605 IMPERVIOUS SF 1145 PERVIOUS SF
1895 PER10S SF
I ; I GRAPHI SCALE
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'n A .D. = 11.00 W
K=7.27
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CULVERT #24
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PROFILE - INSET 5
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2

E WETLANDS IMPACTS 1 r

Cedar Lake Subdivision ,
(Franklin County, NC -
-. !_...
(pervious) ; (impervious) (pervious) I (impervious)- - - --
CH & JW ! CH TPB-Z1 TPB-Z1 TPB-Z2 TPB-Z2
Location Inset No. Type Area (sf) Length (IQ Area (sf) Area (sf) Area (sf) j Area (sf)
i i
Dam Outlet Riprap
D 1A } CH - 400 - _..20--- -- _. _ -- --' -
am Outlet Spillway
Dam Outlet - I?prap 1B
1C JW
1PB-Z1 rvious
)
(pe 5680
-
j -_ - -
-- ------
_ 1000 -

-
I
--- ---- -- - -------- - -
--
-

A - Existing Road at Dam
B - New Road at Dam _ 2C
2A and 2B TPB-Z1 and Z2
TPB-Z1 and Z2
- 0 E 7770
435 0 0
- 5170 1800
8840 v Note: These Numbers
excluded from Totals
C - Ovedap of Existing & New 2A and 2B TPB-Z1 and Z2 - - 435 j 0 4450 - 0 - below.
Proposed Net Impact (B-C) - TPB-Z1 and Z2 - - 0 ( 0 720 8840

j
---
--
- - ----
Bridge 2 - Wetland 3A Z? _ ?
- - - _ ___-__
Bridge 2 & Road 3B TPB Z1 (peNous) - 9370 --?
Bridge 2 & Road 3B TPB-Z1 (imperious) - i 3255 - ----- -- - - - --T --
Bddge 2 & Road
- 3C TPB Z2 (pervious) - j - - ; _ 5980 _
----- _Bndge 2 & Roatl
Bddge 2 -Pond Fill -- 3C
--3p---- TPB-Z2 (impervious)
JW (pond fill) _
-
T 5975
?- - -- -- - -
?-- --?----? ---- ~---
----_-- -2485
------
---------?
Bridge 3 - Cuvert. 4A CH 605 90 - - -- - j
Bddge 3 - Riprap -
4A - CH --- 300 _
Bridge 3 - Wetland 4B JW 4925
Bridge 3 & Road - Western Stream 4C TPB-Z1 (perUous) - - 3845- - -
Bridge 3 & Road - Western Stream 4C TPB-Z1 (impenious) - - - 390 _
Bddge 3 & Road - Western Stream 4D TPB-Z2 (penhous) - - - - 1895 -
Bridge 3 & Road - Western Stream 4D TPB-Z2(imper\ious) - - - 605
Bridge 3 & Road - Eastern Stream 4E TPB-Z1 (pertiious) - - - 3815 - - - -` j
Bridge 3 & Road - Eastern Stream 4E TPB Z1(impervious) - - - 1670 - - ---j
Bridge 3 & Road - Eastern Stream 4F TPB-Z2 (pervious) - - - - 1145 -
Bridge 3 & Road - Eastern Stream 4F TPB-Z2(impervious) - - j - - 600 -

Culvert # 25 - Pipe 5A CH 700 70
- Culvert # 25 - Riprap 5A CH 450 45
Culvert # 25 - Road 5B TPB-Z1 (peruous) I 1870 - - -
Culvert # 25 - Road 5B TPB-Z1 (impenAous) - 1430 -
Culvert # 25 - Road
Culvert#25-Road 5C
5C TPB-Z2 (peruous)
TPB-Z2 (impervious) - ! -
----- - 975
------ -
--960

Note: These Totals
i Totals 21,265 i 250
CH = Stream Cha
l 19,900 6,745
TPB
Z1 = T
P 9,995 4,650 exclude Road at Dam
nne -
ar-
amlico Buffer, TPB-Z2 = Tar-Pamlico Buffer, above.
JW =Jurisdictional Wetland Zone 1(0 to 30) Zone 2 (30' to 50') j
L , i s
M., ? 00
p, 0 4
a

? ? om

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fb?
Y
yy 2
2V 0
(d( WhoReviewed:4 GI?l??G?1
DWQ#20bUt Date A i '
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan
? Please indicate all buffer impacts on the site plan. a CC
? Please indicate proposed lot layout as overlays on the site plan. V tJ1 1??'? ?Ifl ??
? Please indicate the location of the protected buffers as overlays on the site plan. a
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwateA outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes th at the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on theplans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed.
Please complete Section(s) on the application. ?- -"de s cr. w? y ?Bf ,
? Please provide a signed copy of the application.
? y
? Please provide copies of the application, copies of the site plans and other supporting information.
? Please submit electronic CAD files showing via email to [e-mail] and CD:
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
I Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
I Print your name and address on the reverse
so that we can return the card to you.
Attach this card to the back of the mailpiece,
or on the front if space permits.
Article Addressed to:
Mr. Greg Garrett
Crescent Resources
11104 Limehurst Place
Charlotte,NC 28278
DWQ# 06-0658-Franklin
A Slgnat c ?
X ? 1[H" /{gent
t] Addressee
ec iv Nre) Date livery
Is deli address different fro' em 1.7 Yes
If YES, enter delivery add LE o
CO
?y
3. Service Type U' ?_b
Certified Mall E3 Exp aiu 1C
Zffi Registered 24 Return Receipt r Merchandise
? Insured Mail 45 C.O.D.
4. Restricted Delivery? (Extra Fee) 0 Yes
. Article Number
(liansfer from service /a 7005 1160 0000 9954 9604
UNITED STATES POSTAL SERVICE
First-Class
• Sender: Please print your name, address., and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
11111111111711111111111111111112111111111111111111111111
SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of Water Quality
{
T. an # Invoice Type Date Reference
1.0874 041406 Invoice 04/14/06
Check Number:
Date: 04/14/06 Check Amt:
Balance Discount
$475.00 $0.00
Aig @ ffli ?'F T D
An 11 2006
DENR • WATER QUALITY
?TWNpS AND STORI?A? BRANCH
001060
1060
$475.00
Pay Amount
$475.00
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3J AC O.S. 2.8 AC M 34 43 3.2 AC
0.9 C 61 0
N 1.4 A 44 58 6.6 AC ~ O
15 20 30 33 1.1 C 45 3.0 AC 2.9 AC
3.4 AC 2.4 AC 1.9 AC 31 32 2,1 AC
19
16 17 18 2.O AC .7 AC 2.O AC 1.3 C 46 50 59 60 O.S.I
2.9 AC 2,1 AC 2.3 AC 2.3 AC 4.1 AC 1.3 C 47 0 4,~0
2.1 AC
i ,,I 49 2.3 AC 65 62 v
\ HIDDEN LAKE
\ i~, 70 I G8~~\~~ 1.4 C 64 63 2.4 AC ~ e 2.3 AC 0
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72 ~
93~ 91 i i g~ ~ ~ ~ 72
90 I~ 8$ ~ / 85 \
N'\ ~ '--~'1~-/' 8q ~ i \ l 73 73 i/ 77
95 ~ 84 ~
74 78
PHASE 1 _
~ \ / ~ 120 / ~ _ z
96 - - 1Q5 ~ 107 !i 83 75' laa
l ~~\cl ~~}'/'82 rte. ' Z
_ 104 , i '7 _ _ U 0 j O
7 123 PHASE 2 v
z
97 108 '
a ~ 11c ,E ~ U Y Z
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_ 1 03 O.S. a ~
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~ 121 1 - ~ 80 121~7, HIDDEN SUBDIVISION
98 i Franklin Coun NC rY,
c: \ 11 10~? , 8 X51 , 1
C).S. 101 _
TOTAL PROJECT ACREAGE= 590.1 acres i
V 101
B t 11~ Road Right-of-Ways= 31.6 acres
Q Lake= 78.0 acres
z l 110
Park= 101.0 acres m
100 116 Open Spaces= 47.0 acres
61 111 3 99 Lots= 332.5 acres t=
a (Average lot size = 332.5ac 124 lots= 2.7 acres
I i' 11
112 IMPERVIOUS ARE AS. ~
Q ~ s O
Y Roadways = 27>500 LF x 25 43>560 SF AC= 15.8 acres
113 114 W
Homes = 6500SF x 124 lots 43,560= 18.5 acres
Driveways & Walks = 400LF x 10' x 124 lots/43,560= 11.4 acres
J Swimming Pools = 2000SF x 62 lots 43,560= 2.8 acres
L L
i TOTAL = 48.5 acres
1. Q
LL Y PERCENT IMPERVIOUS: °
Q
LL Q 0
C L~ 48.5 590.1= 8% z IMPERVIOUS SURFACES AT MAXIMUM BUILD-OUT
H o 0 ~o~oz
Lit II It m o o W Lu Y
U Q ~ 2
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