20060061 Ver 1_COMPLETE FILE_20060109

I
01
O?OF W A T ?9QG
o ?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
April 13, 2006
Mr. Bill Wynn - Wynn Construction
Crosswind Properties, LLC
1696 Hayes Road
Creedmoor, NC 27522
Subject Property: Southfork Subdivision
Ford Creek [TARO 1, 28-14, C, NSW]
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0061
Granville County
Approval of 401 Water Quality Certification and Authorization Certificate per the Tar-Pamlico
River Buffer Protection Rules (15A NCAC 2B.0259) with Additional Conditions
Dear Mr. Wynn:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.086 acres of wetland, 250 linear feet of stream and 13,137 square feet (ft)
of protected riparian buffers (9,387 square feet Zone 1, and 3,750 square feet Zone 2) for the purpose of
constructing a residential subdivision on the subject property as described within your application dated
December 16, 2005 and received by the N.C. Division of Water Quality (DWQ) on January 9, 2006, with
additional information received by the DWQ on February 8, 2006. After reviewing your application, we
have decided that the impacts are covered by General Water Quality Certification Number(s) 3404
(GC3404). The Certification(s) allows you to use Nationwide Permit(s) 14 (NW 14) when issued by the
US Army Corps of Engineers (USACE). This Certification replaces the Certification issued on February
13, 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.
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 211.0506 (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
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: IZMA
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] / Intemet: http://h2o.enr.state, nc. uslncwetiands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Crosswind Properties, LLC
Page 2 of 3
April 13, 2006
Amount Approved Units Plan Location or Reference
404 Wetland 0.086 acres PCN page 8 of 12
Stream 250 linear feet PCN page 8 of 12
Zone 1 TPBR Buffer Impacts 9,387 (square feet PCN page 11 of 12
Zone 2 TPBR Buffer Impacts 3,750 (square feet) I PCN page 11 of 12
Sediment and Erosion Control:
2. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the 404/401 Permit Application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur;
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project;
5. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15 NCAC 2H,
Section .0500;
Deed Notifications - Deed notifications or similar mechanisms shall be placed on all retained
jurisdictional wetlands, waters and protective buffers in order to assure compliance for future
wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. A sample deed notification can be downloaded from the 401/Wetlands Unit
web site at http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be
modified as appropriate to suit to this project;
Crosswind Properties, LLC
Page 3 of 3
April 13, 2006
I
3
rofiles
?. Culvert Installation attern, and
ro'ect shall be installed in such crossnsectiontdim ns otns, ptream Culverts shall be
Culverts required for this p J
are not altered. Existing stream dimensions (including the
ev culvert. cutting e re-
prevent head cutting of the
maintained above and below locati as to each
uatic life movement as well
longitudinal profile) must be grade shall b
ro riate stream g
designed and installed to allow fora are or become perched, the app P
streams. If any of the existing pipes manner, the pipes shall be removed and re-installed
perched
established or, if the pipes installed to a or become
correctly. adation or erosion of the stream will cause Culvert(s) shall not be installed in such a manner
stream ed mensions (including the cross section
Existing
u or down stream of the culvert final profile) shall be maintained above and below locations of eac
dimensions, pattern and longitud P
culvert. laced below the
ulverts and other structures in wateres?streams, and wetlands must be placed
Placement of c with a diameter'greater than 48 inches, and 20
low flow
a
a diameter less than 48 inches, to including
elevation of the streamba et one foot for all cult'
percent of the culvert diameter fr Des gn and placement having of culverts an s and that other structures
erosion control measures shall not be conducted to a ma s r above
passage of water and aquatic life may result in dis- own temporary ambeds or banks, adjacent to or upstream bran h 11 bems. tained if
equilibrium of wetlands or sire provide evidence that the equilium
structures. The applicant is require d to requested in writing by DWQ
woody vegetation and other soft stream bank methods. rip-crap qs
The establishment of native, y specifically approved by the Division of
must b es
be used where practicable instead of rtt othenlessr bank hardening
necessary, it shall not be placed in the stream
Water Quality.
s in wetlands must ensure continuity of water movement and be designed
ater or flood condition
Installation of culvert
to adequately accommodate high w and return the enclosed "Certificate of
the Applicant shall complete 1 Certification has been
Upon completion of the project, NCDWQ when all work included in the §40
Completion" form to notify shall complete the attached form andre please°Send photographs
completed. The responsible party upon completion of the prolec with the
Unit of the NC Division of Water Quality
and downstream of each culvert site to document correct installation a ong
upstream an
Certificate of Completion form.
8. Diffuse Flow (No Review)
conve ance outlets shall be directehand maintained as diffuse flow a
that it will not re-concentrate before
All constructed stormwater y protected stream buffers suc If this
non is not possible, it may
-e rosive velocities through the p en. This may require
be e nitrogen.
discharging into a stream as identified tithes t stare cons der ed to remov
be necessary to provide stormwater fact
additional approval from this office.
9 Certificate of Com letion: Certification or applicable
Water Quality
letion of all work approved within the 401 turn
Upon comp modifications, the applicant is required to re the attached
Buffer Rules, and any subsequent
Crosswind Properties, LLC
Page 4 of 3
April 13, 2006
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.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Eric Kulz in the DWQ Raleigh Regional Office at 919-791-4200.
Sincerely,/
Alan W. Klimek, P.E.
AWK/Um
Enclosures: GC 3404
Certificate of Completion
cc: Becky Fox, EPA, 1307 Firefly Road, Whittier, NC 28789
USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Alan Pytcher, Summit Consulting Engineers, 1000 Corporate Drive, Suite 101, Hillsborough, NC 27278
Filename: 060061 SouthforkSD(Granville)401+TPBR_revised
O?O? VA
T pG
r
O Ni? 'q?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
February 13, 2006
Mr. Bill Wynn - Wynn Construction
Crosswind Properties, LLC
1696 Hayes Road
Creedmoor, NC 27522
Subject Property: Southfork Subdivision
Ford Creek [TARO 1, 28-14, C, NSW]
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0061
Granville County
Approval of 401 Water Quality Certification and Authorization Certificate per the Tar-Pamlico
River Buffer Protection Rules (15A NCAC 2B.0259) with Additional Conditions
Dear Mr. Wynn:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.086 acres of wetland, 250 linear feet of stream and 13,137 square feet (ft)
of protected riparian buffers (9,387 square feet Zone 1, and 3,750 square feet Zone 2) for the purpose of
constructing a residential subdivision on the subject property as described within your application dated
December 16, 2005 and received by the N.C. Division of Water Quality (DWQ) on January 9, 2006, with
additional information received by the DWQ on February 8, 2006. After reviewing your application, we
have decided that the impacts are covered by General Water Quality Certification Number(s) 3404
(GC3404). The Certification(s) allows you to use Nationwide Permit(s) 14 (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 213 .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.
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
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:
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 httD://h2o.enr.state.nc.us/ncwetlands

An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Crosswind Properties, LLC
Page 2 of 3
February 13, 2006
Amount Approved Units Plan Location or Reference
404 Wetland 0.086 acres PCN page 8 of 12
Stream 250 linear feet PCN page 8 of 12
Zone 1 TPBR Buffer Impacts 9,387 (square feet PCN page 11 of 12
Zone 2 TPBR Buffer Impacts 3,750 (square feet) I PCN page 11 of 12
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;
Deed Notifications - Deed notifications or similar mechanisms shall be placed on all retained
jurisdictional wetlands, waters and protective buffers in order to assure compliance for future
wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. A sample deed notification can be downloaded from the 401/Wetlands Unit
web site at http://h2o.enr.state.ne.us/ncwetlands. The text of the sample deed notification may be
modified as appropriate to suit to this project;
Crosswind Properties, LLC
Page 3 of 3
February 13, 2006
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.
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
Crosswind Properties, LLC
Page 4 of 3
February 13, 2006
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
Buffers 33,786 square feet Tar-Pamlico - 03020102
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.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which confornis to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
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 919-7914200.
AWK/ijm
Enclosures: GC 3404
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
Sincerely,
11r?
/1"', Alan W. Klimek, P.E.
Y\\SUMMIT
Consulting Engineers
February 7, 2006
FF k 3 CUU6
Laurie Dennison
401 Wetlands Division - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
RE: Soutlfork Subdivision - DWQ Comment Revisions
Dear Ms. Dennison:
1000 Corporate Drive • Suite 101 • Hillsborough, NC 27278
Telephone [phone] • Fax [phone]

DENR - WpI EN Gu„ CITY d to " D061
h C' tI E AND "ORMWATER RRMCH
In response to the comments forwarded to us by your office regarding Southfork Subdivision, we
offer the following comments and revisions to the plans and PCN form.
1. Done. Show all stream impacts including fill slopes, dissipaters, and bank
stabilization on the site plan, and match these sites to the impact site numbers on your
PCN form.
2. Done. All buffer impact locations on the site are labeled, and the quantities and
included with these locations.
3. There are no wetlands within this project. Streams have been identified and labeled
on the plans.
4. Done. Cross-section details have been provided to show the provisions for aquatic
life passage.
5. There are no proposed sewer lines within this project.
6. Done. Calculation worksheets and Operations and Maintenance form attached.
7. Ford Creek is considered a perennial stream. Changed on PCN form.
8. The impact on perennial streams is under 150 L.F. Being either perennial or
intermittent by the USGS Topographic Quad Map identified the streams.
Thank you for your time. If you need anything else, please let me know.
Sincerely,
SUMMIT CONSULTING ENGINEERS, PLLC
a-?P4
Alan Pytcher
Land Development Group
SUMMIT
Consulting Engineers
TO Laurie Dennison
401 Wetlands Division - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
ATTN Laurie Dennison
WE ARE SENDING YOU x Attached
x Prints ? Reproducible
? Copy of Letter ? Change Order
1000 Corporate Drive • Suite 101 • Hillsborough, NC 27278
Telephone [phone] Fax [phone]
DATE 2-8-2006 PROD. NO. 05-015
RE Southfork Subdivision - Stream Im act resubmittal
Granville County
? Under Separate Cover ? Transmitted Via
? Specifications ? Shop Drawings
COPIES DRAWING DATE DESCRIPTION
5 Stream Impact
Ma 2-8-2006 Stream Mitigation map (Sheets 1 of 2)
5 Revised
application 2-8-2006 Revised PCN Application
5 USGS Map 2-8-2006 Topo map referenced: www.topozone.com
5 NRCS Map 2-8-2006 Soil Survey map referenced: www.nres.usda.gov
5 DFIRM Map 2-8-2006 National Flood Insurance Rate map (September 28, 1990
5 NCDENR 9-19-2005 Approval letter
5 Calculations 8-26-2005 Calculations and Specs.
TRANSMITTED
? For Approval X As Requested X For Your Use ? For Review and Comment
COMMENTS
Soutbfork subdivision stream imnact revisions
COPY TO
LETTER OF TRANSMITTAL
SIGNATURE r?Y
Office Use Only: Fonn Version March 05
USACE Action ID No. DWQ No. DIP-
(If any particular item is not applicable to tors project, piease enter iNot ripptiuauic u, IN/n1 -)
1. Processing
1. Check all of the approval(s) requested for this project:
rl"I Section 404 Permit I'AJ Riparian or Watershed Buffer Rules
? Section 10 Pennit ? Isolated Wetland Permit from DWQ
EJ 401 Water Quality Certification ? Express 401 Water Quality Certification
??1
2. Nationwide, Regional or General Pennit Number(s) Requested:_,
???utv GPc•1:?r,.?'
3. If this notification is solely a r.nurtesy copy because written approval for the 401 Certification
is not required, check here: 0
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: TV-T,
5. If your project is located in any of North Carolina's twenty coast i9 ra C?i RF e
4), and the project is within a North Carolina Division of Cof tl Manager e f
Environmental Concern (see the top of page 2 for further details), clieclf.?r -eR ?70g6
p Nrz
H. Applicant Information 4,?1?5M =1pWril t?fi oltir'iA?fi?Cf (JU;Al l pr
fjft/WC1i
1. Owner/Applicant Information
Name: Ai-L- !J"t:.?,J 1JI,"-J , 1%, -rt~
Mailing Address:
1
1-2C-01-=At;G- . /J - -276--2-2
Telephone Number: `1 t`l - - 13-1'7 Fax Number: ';11,P5
E-mail Address: 01J• p, ? , 7 7(?,
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.)
NaIne: 7?I!'??•,i ?'T CG.? t:Tt,?f? E?.'G (, ?!J /(Lll?+i /?7`r'GtlG?
Company Affiliation:
Mailing Address:
Telephone Number: 2l'7- 7;;7 - Fax Number:
E-mail Address:
Pa-e 5 of 12
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. Nameofproject;
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): If 10
4. Location
County: Z, t, J\'i?LC` Nearest Town:
Subdivision name (include phase/lot number): J?fl,? 1 f 4 'r% > nyl?l5? 7L ???
Directions to site (include road numbers/names, landmarks, etc.): e,1_"0 r 1Z7il1JL-11J`rv,J
A-A'7 `711 E? G? Cil- G i= ?'?- ??L L ?t? f> K5 ?c? tTt o? /1-r /:.v, gGh,
6> ;,.Z ') C/ I 1=1Z•?.%TL1.?rc,.? Etc:{?J 1/0 L- :[-DO ( , 775??-4
i'??sz--ril -7il?C? jZt?,rl?t' ?.•J cz-n? i,=,z•4??:?LLt,Jtr?;?r inv. 'S i•t? ?5 j"te?i ?z?C . 3?'ct? 1?Z-o.J
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): - 7 - `l7 ON -7?y•- 33 S5, l °W
I'1-1 ?1 Z-? =1 • 5 65Lf12
6. Property size (acres):
7. Name of nearest receiving body of water:
8. River Basin: `lily f)il? f LI-' y L' I"c/' )"I St
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://h2o.eiir.state.nc.tis/admii?!maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Z k c r? = `'nGil ->r 1-i?)c? 1?? C- C) A -
/-.t.?:!-? f ? ??LC,?17 f?i?G•;.t /L^??-i7-Ttl `(C ,.?O?Zt? ??ti;C7 ?U..':!l !v :?,ic'7I-? !J1•rt!

Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: 13c,1-0
?xL l L='1T?i? /J JC '%C` %14 !7L/?" /# i? ! > i j1 >1LL 142-, 1( /l leL10 f::-CJJT-
??.'1LL };? ?-'mot==t7. GI?rtr71??G Grr /?iizt' ?F? f?t??L?a /?i..'d? i?c'??1».?, /?rl?y tJ1LL.
t3? lx,-
11. Explain the purpose of the proposed work: If9-%? j X>I?^ {' l?;J !J 1-r-(•I 5`I
17c=Tt1 -f:-:7
/l. c d'i1 ?, t r? ; t?_ C = (. 'S /1z- Iz O: l'r slc, k: C.
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 pen-nits 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. 0122 3rc,-3
f??-r?-4?(1'r_7?, ,L`GCk7 r QI?/ ?'1=rJ,/1'/ (?Ed?iti t'i I l?1 S l`>'?Ci? ? i i3ty+ tT"t'-c 0 , L,)A
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.
}?(7_! JG+ !?\7 p?,2r t i [' , 1_kS L?•??? ?v C?: t t r r < +? A,?ID !?'?it i [??Y? {=c:? ?L!7t?d?s? [?
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: %? lrt!'?1? r s1 rzC I,Jc ?. +?
lti t F r 1 -fls'!-I c /?u1 ? , G l n 11 ?.lG i l ") ? CU rti cJ-D / r-AL 2- ! ! tL C? ?t
Cf-
A,2:t= j.; leiJ,J C;.i IIt Flei}c:-i /0 2- 1=. lnJ LC=.7C,'rijW (?17C.+rlttt:?
!/?/?e1ci' :rl, l / Llt LF GJ t_??i 1.+1 , Ic'Fr1L L ??r,.I? st i + JC lnth/!G=( •=
21 1J0 Z- •?`, Pat=e7o 112
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,
cPngnoPly lict imnnctc r1rnP to tenth stnlcture and fleodina.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
r?nA1??CraUlt?r (?IPIlAI' t??2ca7ly? 1..av 0.0?=}
C;o?}n?Ct1t vG7?T /)iP(?A ' u?TL? r j cj .04q

Total Wetland Impact (acres) D, DB 6
3. List the total acreage (estimated) of all existing wetlands on the property: 2 - O'S Ac-
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
mnct he inrJuderl Tn cnlcnlate irreaae_ multinly 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
of f -- ??ui z`[a i?G!W !tV"i EtZt tCi7L'J?-- 1 n ,
i 0.0 2

Total Stream Impact (by length and acreage) 2 `J 0 LJ__ 0. 0q 2
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 exrnvntinn_ drech,inrr_ flondinn_ 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)
/tJo op'?_-:J i, r ..
lr?!%??: of S i r?'

Total Open Water Impact (acres)
Page 8 of 12
1„t:.,:.,-..,.,..t f, X11 'W-iirrc nfthe TT .C rr-.snltinn from the nroiect:
Stream Impact (acres):
Wetland Impact (acres): /ve, r?-e'tc,L.?•.>-, r,•, ter
Open Water Impact (acres): n-e
Total Impact to Waters of the U.S. (acres) U9
Total Stream Impact (linear feet):
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ? No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
`'II.
VIII.
6. List the
8. Pond Creation /- b Pc., S / GZ G f ?'`e/?v - 0 "1-1; C Z,-, sT rz Jt'.i i=?J ?:r`Ct
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/embankinent, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aestlietic, 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:
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. <<- Pe6y-e-xD
I i.1/?1G'T?> [ IC t I?C cx',??- 13 '-t ID,-' 4Gr-_r:t /l Pl7P.-I) (?5,+'t /9 ' f? ^J:) 6L_EA2_z.
i-li>> /'i ?? ??vr,.,??ti /?i? r7 'l-l?? rt; ? fit-,t ?c? /?L•?1 ?Y? (44 L?LG:J fZYrZS--'%Ln
13 !-L/1 O j?: f fit .? > i'Tt D 14J- t I 1=?+• 1
CLCfI,'z_r?. ?•? LJI?c L?? c?li??rrr=? ??. /1rZ?t?? rJE?r?????'J
11ar-i-S A, .'v;
j=ol=- !?c;.??r7 flies=tJ 13L-?i???i.?. ?c;.y? era u?I rciJ,
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.
Page 9 of 12
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 concur7-e11ce shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://112o,cnr.slate.nc.us/ncwetlauds/strm?'ide.litml.
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 offsitc), 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 sliect if more space is needed.
T+-1 eg' t? t-Cs :- ~r+-tw'j I S U` (-) F M ?J_VC-r 7O PE-ZC-W N i A
!5-t7,-)e -MS oN S -1E IVU MI"riGA 'ri(it, I is 2Lzmcouiai-=q r
r Ll NJ ,?) L.Ef-IS -0-t A rA ?t c rJF= 1 N1 ?A C; T- 011 W U 1-L ?,j 03)
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, clieck the NCEEP
website at http://h2o.cur.state.nc.us,'wrp/inclex.litnr. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Updated II/112005
Page 10 of 12
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 FvT
L-V
2. If yes, does the project require preparation of an enviromnental document pursuant to the
requirements of the National or North Carolina Enviromnental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? . No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify %?2 /1)/Im c,14--,-> )? Yes fo No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet Mitigation
1 cl -5 3 (2 for Catawba) 2 F l 6!
2 3TS-v 1.5 5615
Total 31- 33 6
* Zone 1 extends out 30 fed perpendicular from the top of the near bank of Van el; 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. P F1 Y M e Nl T + Kr-1V 1-1-(E N CEI= P
!? Ltd /? R c S'T? r e a r-? P Q o C. rt4I-l -t- U o O A-T1 o O ?)S- sa ERP?Tu4?. - --
W r? EE.2s?'n?c??•J ? f15? M£rJ?t-5 _
Page 11 of 12
Xl. 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. /zi,;Zt-,.H cF .77.
XII. Sewage Disposal (required by D«'Q
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.
_.?CnllL- ) ? J'iL!`l j .,r??vf7 IJELL% 1JiLIv- S("= Vv?c.? c.J lCT? j=.?? t-.J?Z>`r•??.?LL'??.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No IP-Q,
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 E
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://l12o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: 'FILL
C :livt1;L_F1'Ti Di-!•_T_ :zr5A.:.,-1 1`7 ?E&,0,Jt- 76 7-51, 4 .1-. L II-VP, k &--r-? t,;V_L
V K. fir- ..r v????5 we'-L-
i G':.?.1
Bc- ti.: PL ?1G4 i I..J 7 "TWL P17-PC L_ - ?Y+11 it ?? ial: x,E t i(t 1_ ?2??7Etc-t" Y=J?7it ? Sif?- + t
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).
la?l?-c? s
V v Applicant/Aiit's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
USGS MAP 4i @ R 9w[
Reference: http://www.topozone.com/map.asp?z=17&n=4001011&e=719261&s=50&size=l&datum=nad83&layer1UTM 17 719261E 4001011N (WGS84/NAD83)
USGS Wilton Quad FER 8 2006
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Soil Survey of Granville County, North Carolina Southfork Subdivision
Map Unit Legend Summary
Granville County, North Carolina
Map Unit SN mbol Map Unit Name
Acres in AOI percent of AOI
AaA Altavista loam, 0 to 3 percent 1467.8 0.4
slopes, rarely flooded
APB Appling sandy loam, 2 to 6 4587.6 1.4
percent slopes
ApC Appling sandy loam, 6 to 10 1584.4 0.5
percent slopes
AuC Appling-Urban land complex, 2 2549.6 0.7
to 10 percent slopes
CaB Cecil sandy loam, 2 to 6 percent 22286.5 6•5
slopes
CcB2 Cecil clay loam, 2 to 6 percent 2628.2 0.8
slopes, eroded
CeC2 Cecil clay loam, 6 to 10 percent 14693.4 4.3
slopes, eroded
ChA Chewacla and Wehadkee soils, 0 24398.3 7.1
to 2 percent slopes, frequently
flooded
CoA Congaree silt loam, 0 to 2 percent 1296.0 0•4
slopes, frequently flooded
CrB Crecdmoor coarse sandy loam, 2 27092.3 7.9
to 6 percent slopes
CrC Creedmoor coarse sandy loaun, 6 13297.5 3.9
to 10 percent slopes
EnB Enon loam, 2 to 6 percent slopes 16946.8 49
EnC Dion loam, 6 to 10 percent slopes 4189.0 1.2
GeB Georgeville silt loath, 2 to 6 37947.5 11.0
percent slopes
GcC Georucvillc silt loam 6 to 10 19806.5 5.8
Pei-Celli slopes
HeB Helena sandy loam, 2 to 6 percent 18219.5 5.3
slopes
HeC Helena sandy loam, 6 to 10 1018.7 0.3
percent slopes
HrB I-lerndon silt loam, 2 to 6 percent 16904.7 4.9
slopes
HrC Herndon silt loam, 6 to 10 percent 4151.8 1.2
Slope,
IrB Iredell loam, 2 to 6 percent slopes 12108.3 3.5
IrC. Iredell loam, 6 to 10 percent 662.0 0.2
slopes
USDA Kawral Resources Web Soil Sun'ey 1.0
National Cooperative Soil Suney
r:? (on,enationSeni ce
2/2/2006
Pave 3 of4
Soil Survey of Granville County, North Carolina Southfork Subdivision
Granville County, North Carolina
Map Unit Symbol Map Unit Name Acres in AOI Percent of A0I
Iuc Iredell-Urban land-Picture 639.0 0.2
complex, 0 to 10 percent slopes
LmB Lianum silt loam, 2 to 6 percent 21403.6 6.2
slopes
MaB Mayodan sandy loam. 2 to 6 1456.3 0.4
percent slopes
Nag Nason gravelly loam, 2 to 6 10325.0 3.0
percent slopes
NaC Nason gravelly loam, 6 to 10 5249.7 1.1
percent slopes
NaE Nason gravelly loam, 10 to 25 1830.3 0.5
percent slopes
Nal' Nason gravelly loam, 25 to 50 469.5 0.1
percent slopes
PaE Pacolet sandy loam, 10 to 25 6435.1 1.9
percent slopes
Pal- Pacolet sandy loam. 25 to 50 665.5 0.2
percent slopes
PcA Picture loam, 0 to 3 percent 2157.5 0.6
slopes
PuD I'inkston loamy sand, 10 to 20 1928.9 0.6
percent slopes
RwD Rion-Wateree-Wedowee 839.1 0.2
complex, 8 to 15 percent slopes
TaE Tatum loam, 10 to 25 percent 8217.0 2.4
slopes
Ud Udorthents, loam), 1272.2 0.4
UrC Urban kind -Ire dell -Creedmoor 1968.0 0.6
complex, 2 to 10 percent slopes
VaB Vance sandy loam, 2 to 6 percent 17541.2 5.1
slopes
Vac Vancc sandy loam. 6 to 10 58=18.7 1.7
percent slopes
w Water 4705.6 1.4
WaE Wateree-Rion-Wedox?ee 757.5 0,2
complex, 15 to 30 percent slopes
WeB Wedowee sandy loam, 2 to 6 1235.5 0.4
percent slopes
wec Wedowee sandy loam, 6 to 10 720.5 0.2
percent slops
Web Soil Sumo}' 1.0 212/2006
I TSD4 Natural Rc ources Pagc 4 of 4
;t con.enation Service National Cooperative Soil Sun e}'

Granville
CI , S. Page 1 of 1
t_
l
fell,
Disclaimer: This map is prepared for the inventory of real property found within this
jurisdiction and is compiled from recorded deeds, plats, and other public records and Map Scale
1 inch = 993 feet
data. Users of this map are hereby notified that the aforementioned public primary Grid based on the North
information sources should be consulted for verification of the information contained Carolina State Plane Coordinate :.n.
on this ma The Count and the mapping companies assume no legal System, 1983 North American J
P? Y Datum.
responsibilities for the information contained on this map.
FFR 8 - 2006
ti D fY;( s'v,trL"? QU;iiLfi),
http://«,?vw.!aranvilleQis.or-a/-?ranGISweb/printPreview.aspt?PrintOptData=Granville%20... 8/26/2003
NATIONAL FLOOD INSURANCE PROGRAM
F
FLOOD INSURANCE RATE MAP
GRANVILLE COUNTY,
NORTH CAROLINA AND
INCORPORATED AREAS
PANEL 200 OF 200
CONTAINS:
COMMUNITY NUMBER PANEL SUFFIX
UNIfICORPORATED AREAS 310315 0200 C

MAP NUMBER:
37077CO200 C
EFFECTIVE DATE:
SEPTEMBER 23, 1990
Federal Emergency Management Agency

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10
la

RECEIVED SEA' 2 2 2005
State of North Carolina
Department of Environment 00
and Natural Resources Y
Raleigh Regional Office --- ?--,
Michael F. Easley, GovernorI D R1 E3 H
William G. (Bill) Ross, Secretary NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE50UROES
DIVISION OF LAND RESOURCES
LETTER Or APPROVAL,
September 19, 2005
Billy Wynn
1696 Hayes Road
Creedmoor, NC 27522
RE: Project Name: Soutlifork Subdivision
County: Granville
Submitted by: Summit Consulting
Date Received: 8/31/05; 9/15/05
Date Processing Initiated: 8/31/05
Watershed: Tar-Pamlico #1/03-03-01
New Submittal (X) Revised ()
Dear Mr. Wynn:
This office has reviewed the subject Erosion and Sedimentation Control Plan. We find the plan to
be acceptable and hereby issue this letter of approval. If any modifications, performance reservations, or
recommendations are applicable, a list is enclosed and is incorporated as a part of this letter of approval.
The enclosed Certificate of Approval should be posted at the job site. In addition, it should be noted that
this plan approval shall expire three (3) years following the date of approval, if no land-disturbing activity
has been undertaken, in accordance with Title 15A, North Carolina Administrative Code (NCAC)
4B.0029.
If any modifications are not incorporated into the plan and implemented in the field, the site will
be in violation of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statute
(NCGS), 113A-61.1).
15A NCAC 4B.0018(a) requires that a copy of the approved plan be on file at the job site. Also,
this letter gives the notice required by NCGS I I3A-61.1(a) concerning our right to perform periodic
inspections to ensure compliance with the approved plan.
North Carolina's sedimentation pollution control program is performance oriented,
requiring protection of the natural resources and adjoining properties. If at any time during this project it is
determined that the Erosion and Sedimentation Control Plan is inadequate to meet the requirements of the
Sedimentation Pollution Control Act of 1973 (NCGS 113A-51 through 66), this office may require
revisions in the plan and its implementation to ensure compliance with the Act.
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
SOUTHFORK SUBDIVISION - PHASE II
Pipe Sizing Worksheet
Q(25)=C*1(25)*A
Q= The estimated design discharge (cfs)
C = The composite runoff coefficient for the watershed
1(25) = Rainfall intensity (in/hr) for the designated return period and time of concentration
A = Watershed area (ac.)
C => Estimate C based on watershed content and soil type from
Table 2: Rational Forumla C Values. (C = 0.35 is a common estimate)
1(25) => Find tc = [L^3/H] ^.385 tc = Time of concentration
---------------- L = Hydraulic length of the watershed (ft.)
128 H = The elevation change of the watershed (ft.)
Use tc to find rainfall intensity (in/hr) from graph.
*Never use tc< 5 min
A => Calculate total area of watershed
*Variables are RED*
Pipe 6
Pipe ?
C= 0.22 L= 5641 ft C= 0.26
1(25)= 4.7 in hr H= 75 ft 1(25)= 3.7 in hr
A= 191 ac tc= 31.894 min A= 636 ac
Q(25)= 195.25 cfs Q(25)= 602.42 cfs
1(10)= 3.9 Calculate C Local C 1(10)= 3.2
Q(10)= 162.02 % Paved 1 0.95 Q(10)= 521.01
1(50)= 5.2 % Lawn 4 0.35 1(50)= 4.1
Q(50)= 216.02 % Pasture 25 0.30 Q(50)= 667.55
1(100)= 5.7 % Wooded 70 0.17 1(100)= 4.5
Q(100)= 236.79 TOTAL= 0.22 Q(100)= 732.67
Pipe Size (in) = 60" + 60" 90cfs + 105cfs Pipe Size (in) =
HW/D = 0,8+0.89 HW/D =
Inv. In = 199.9 + 200.9 Inv. In =
Centerline Inv. = Centerline Inv. =
Inv. Out = 199.61 + 200.61 Inv. Out =
Length (ft) = 48 Length (ft) =
Slope = 0.60% Slope =
V(10) = 6.1 V(10) =
Apron Size (LxWXH) = 30'x15'x18" Apron Size (LxWXH) =
Stone Size (in.) = 6" Stone Size (in.) =
Thickness (in) = 18" Thickness (in) =
Type Rip Rap = Class B Type Rip Rap =
L= 8392 ft
H= 98 ft
tc= 45.523 min
Calculate C Local C
% Paved 0.5 0.95
% Lawn 9.5 0.35
Pasture 50 0.30
Wooded 40 0.17
TOTAL= 0.26
901.+901, 288cfs + 314cfs
0.87 + 0.94
184.5 + 185.5
184.3 + 185.3
62
0.81%
9
60'x22.5'x24"
13"
24"
Class I
SUMMIT
Consulting Engineers
1000 Corporate Drive, Suite 101
Hillsborough NC 27278
Phone [phone]
'ROJECT NAME: Southfork Subdivison
'ROJECT NUMBER: 05-015
'ROJECT LOCATION: Granville County
Level Spreader #1
Drainage Area= 0.18
Tc= 5
110= 7.5
C= 0.75
Q10= 1.0125
Min Req Length= (13'x Q10)
13.16
Width= 5
Level Spreader #2
Drainage Area= 0.18
Tc= 5
110= 7.5
C= 0.75
Q10= 1.0125
Level Spreader #3
Min Req Length= (13'x Q10)
13.16
Width= 5
Drainage Area= 0.18
Tc= 5
110= 7.5
C= 0.75
Q10= 1.0125
Min Req Length= (13'x Q10)
13.16
Width= 5
Level Spreader #4
Drainage Area= 0.18
Tc= 5
110= 7.5
C= 0.75
Q10= 1.0125
Min Req Length= (13'x Q10)
13.16
Width= . 5
Level Spreader #5
Drainage Area= 5.58
Tc= 5
110= 7.5
C= 0.35
Q10= 14.6475
Min Req Length= (13' x Q10)
190.42
Width= 10
Level Spreader #6
Drainage Area= 0.18
Tc= 5
110= 7.5
C= 0.75
Q10= 1.0125
Min Req Length= (13'x Q10)
13.16
Width= 5
Level Spreader #7
Drainage Area= 0.18
Tc= 5
110= 7.5
C= 0.75
Q10= 1.0125
Min Req Length= (13'x Q10)
13.16
Width= 5
Level Spreader #8
Drainage Area= 0.62
Tc= 5
110= 7.5
C= 0.75
Q10= 3.4875
Min Req Length= (13'x Q10)
45.34
Width= 10
Level SDreader #9
Drainage Area= 0.27
Tc= 5
110= 7.5
C= 0.75
Q10= 1.51875
Min Req Length= (13'x Q10)
19.74
Width= 5
Level Spreader #10
Drainage Area= 4.37
Tc= 5
110= 7.5
C= 0.35
Q10= 11.47125
Min Req Length= (13'x Q10)
149.13
Width= 10

SOUTHFORK 05-015
Sediment Basin #1 Sediment Basin #4
Drainage Area= 0.60 Drainage Area= 0.60
Tc= 5 Tc= 5
110= 7.5 110= 7.5
C= 0.75 C= 0.75
Q10= 3.375 Q10= 1375
Min Req Surface Area= 1,470.15 Min Req Surface Area= 1,470.15
Basin Dimensions= 22'x68' Basin Dimensions= 22'x68'
Surface Area Provided= 1496 Surface Area Provided= 1496
Min Req Sediment Storage Volume= 1,080.00 Min Req Sediment Storage Volume= 1,080.00
(1800 cf/ac) x (Drainage Area) (1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 4,488.00 Sediment Storage Volume Provided= 4,488.00
Sediment Basin #2 Sediment Basin #5
Drainage Area= 0.60 Drainage Area= 0.70
Tc= 5 Tc= 5
110= 7.5 110= 7.5
C= 0.75 C= 0.75
Q10= 3.375 010= 3.9375
Min Req Surface Area= 1,470.15 Min Req Surface Area= 1,715.18
Basin Dimensions= 22'x68' Basin Dimensions= 24'x72'
Surface Area Provided= 1,496.00 Surface Area Provided= 1,728.00
Min Req Sediment Storage Volume= 1,080.00 Min Req Sediment Storage Volume= 1,260.00
(1800 cf/ac) x (Drainage Area) (1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 4,488.00 Sediment Storage Volume Provided= 5,184.00
Sediment Basin #3 Sediment Basin #6
Drainage Area= 0.60 Drainage Area= 0.30
Tc= 5 Tc= 5
110= 7.5 110= 7.5
C= 0.75 C= 0.75
Q10= 3.375 Q10= 1.6875
Min Req Surface Area= 1,470.15 Min Req Surface Area= 735.08
Basin Dimensions= 22'x68' Basin Dimensions= 16'x48'
Surface Area Provided= 1496 Surface Area Provided= 768.00
Min Req Sediment Storage Volume= 1,080.00 Min Req Sediment Storage Volume= 540.00
(1800 cf/ac) x (Drainage Area) (1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 4,488.00 Sediment Storage Volume Provided= 2,304.00,
z' n
o ? ,? y i
Sediment Basin #7
Drainage Area= 0.70
Tc= 5
110= 7.5
C= 0.75
010= 3.9375
Min Req Surface Area= 1,715.18
Basin Dimensions= 24'x72'
Surface Area Provided= 1,728.00
Min Req Sediment Storage Volume= 784.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 5,184.00

Sediment Basin #8
Drainage'Area= 0.30
Tc= 5
110= 7.5
C= 0.75
Q10= 1.6875
Min Req Surface Area= 735.08
Basin Dimensions= 16'x48'
Surface Area Provided= 768.00
Min Req Sediment Storage Volume= 540.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 2,304.00

Sediment Basin #9 ........:...:
Drainage Area= 0.20
Tc= 5
110= 7.5
C= 0.75
Q10= 1.125
Min Req Surface Area= 490.05
Basin Dimensions= 13'x39'
Surface Area Provided= 507.00
Min Req Sediment Storage Volume= 360.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 1,521.00
Sediment Basin #10
Drainage Area= 0.70
Tc= 5
110= 7.5
C= 0.75
Q10= 3.9375
Min Req Surface Area= 1,715.18
Basin Dimensions= 24'x72'
Surface Area Provided= 1,728.00
Min Req Sediment Storage Volume= 1,260.00
(1800 cf/ac) x (Drainage Area)
Sediment Storaae Volume Provided= 5,184.00
d 1 ?iV'•.- ? J? ?Y
? V'6)2D05 OU 01 ;.MICJMHjTFD HY LEVIN HEHRY
I—OJECT NAMs: )N - UH4NNEL IAcl 5
JIPOJcET �JC),
LTILST ALI CN/_yE&CH N.41;c'. EL4t.S
HYDRAULIC RESULTS
L)",fTg. I F,eI"
(-I I P, (�,
127 1 ZD I z.Z6 3.78
0.53
1.12
S75 fn,3041)
wdm - O.CO It u
Not to So -
LINER RESULTS
91—
91— I'nase C— Type JD—y 3 I'm S— st—
E tra,Qnt S75 I Un-oc-¢ - 1,55 1.40 171 STASLE
Sl— D

J rv!h Ame?kan G,-n-ELM DS V•s?m d 3 IP./2NI'7-5 0004 AM!l IHIUTED BY KEVIN DERRY
RH ?IECi t1aM E' $17lII HFDRK SU RDMiI CTV-CIAN _L? _ _ _ PROJECT NE) 05-015
HCM STAiICN/HEAC}i1O STATIO l/P1,,;HrJ HAI i.G.E_4W.:A 0.49 ?JE_SIGN FrcCJ_N'": -
HYDRAULIC RESULTS
Dlschmge
(da Peakf hw
PniodMs) velonry 11^,: aee lsa.tl) HyAau:c
Radnsllll IJamaJ
DroIhIIII
1.3 20 US 0.78 0.21 0.51
LINER RESULTS
S75 (n-0055)
5-00'.50
5ouae
?. Werth-O.CO ft .0
Not to Scaie
Matenq lype Veg-_tabon chaadenstlcs
Reams 3labillty Analysis Pumisvble CakWa!ed Sale!y Facto, Remmks
Staple Pau- Phase Cl- Type Dmslty S1-Sbess Shear Sbess
2 lp?ll
SLalght S75 Unvegetated 1.55 0.00 1._5 STABLE
Slade D

N Wh Ama - f, een • ECI.I DS V-•s?nn A 3 JBR6R005 '70 j OAP COMF'U TE. D HY' KEVIN EIEHRY
lHr11FCT NAME _SO'JTHFOHK5UNDIV'SIDN.ClVMN l3____ IPHOJECTNO;05015_.
HUM 57ATIU 1?/HESiCH' _??OSIAiION/REACH: _JHAIN4G_?, AH A 116 _ :7SI NfP gU?NCY,?__
HYDRAULIC RESULTS
D-hU lge
(dsl Peek Now
P-djNs: Velouty ltes Al- lsafll H=,k
Radus(Rl No,-I
Dedh 00 li
3.0 20 223 1.34 0.32 0.67 .,
1 5751n-0 0511 -1 1
Z S - C.C275
GO-
a. W,dth - U. DO It 0
LINER RESULTS
Not to Sca';e
M attmq i5'oe Ve7etauan Chaactenstrs
Reach tab,;?'y Analysis P--Role CaicLm(d Safely facto, R-ks
Stave Patl- Phase Class Type Densns. Shea Sl,ess Shea, Sbess
(P'fl tc=fl
Spa!ghl 575 Unvepetated 1.55 1.15 1.35 STABLE
S1aole D
--
't?? ,' ?`2 AJA .ii]h'b://- cbrc,ew . ELI 0- N.. N ?U kl,
aM Ame-0-. ECMCS V.,-d3 - -,.._13116/2x5.. I10'<7 AM I?:LIMPI. I T ED H Y' QViN SE RNY
FIC ECT NW S(II)TNFRRY, SUBDVVISION -CHAN'ILL ?A HOJECT N0.'_ 754115
. LI LIM STAUW1EAL?i' gSi?IC1N/'1EACN: 7R. INau?A!jA °,?5_ pE.SI NFR
HYDRAULIC RESULTS
Discharge
JdsJ Peek Flaw
PeliodJk:] V!I-y llp:) Are. ls7.ItJ Mydewe
Radiu:?ll? NamI
DepthJ'tJ
25.1 2.0 5.42 4.24 0.50 1.19
LITJER RESULTS
S • 0=50
1 6ollo J T
4.00 Wld:h • a 0.00 tt ZO
Nat I. Scaie

Reach MamngType
slabi+ty Analys@ Vege:aeort"acte"w'.
Permismble
Cal,"-d
Safety Fr_ta
Remarks
Staple Patten Fhase Class Type Darssq Shem Stras
p,0 Shear Sliess
Ip:O
Straight P330 Ve^,-_ aeon 2 D Mn 50-75': 7.00 1.E5 3.77 STABLE
Sla-E Clnv Loam 2C'0 0,74 259 5TACLE

Nnln 4me +'.an&.-ECMDS V-,-4.3 755 F5 11116AM r-lMUU I ED Hy QVIN HE RHY
I"ROJECi NAW' 1IITHF(1HK SUHDIVISICN CH4JJE 5 I-HOJECTNO.- C5 015 -HUM STAiIQN /HEACH? l17_iAi10"?/??CH_ ?DHCU4GE_AR A, 4_`_'9__ ID?`I Nf ,-?1U_'NCY____
HYDRAULIC RESULTS
Discharge
Idsl Peek FArv
PeriodlMsj Veloaty(tpe Area (sp.ltj Hydrawc
Radus(Ilj
I

epthpq
"I'll
13,1 20 5.33 243 042 0.90
LINER RESULTS
P300 fn-C.C271
S -O.C70
1 0 6cuc 1
40 Wu^;h.0.001t G
Not to Scale

Reach Hamng type
Stability A,r*'r Vegeldien Ch-ctens:ice
Pe,-,rible
Calcuieled
Safety Facta
Remms
Stable Pattern Phaee Cl- type Density Shen She'
Pel Shear St-
(Pell
Sbamht P300 Vegetal,- 2 D M. 5075% 7.00 1.63 4.15 STABLE
Staola E Si ?av Loem 2.000 0.047 735 STABLE
e]h..o:!lwww,daeeiew mn aa,
r«m Am-rran ?iemECMOS Ve=?m 13 13/J6f2(CIS Jna0 AU1CUMF1J1fD BVKEVIN E'HRY
RU.IFCT NAME OJTHFO iK S?J[3 UIV!?IUN -1311NNEL F -IOJECT NO U5-015
HO,MSIAIIUN/H_ACT _1U S1AiILN/1:ALM- HAINAGE AJI A t?2 AC U`_SIGN fR ,J?1_y
HYDRAULIC RESULTS
GlsWrge
IJs) F eek fb.v
Period (hsl qtl cvy (!OS A- (sV;) H,--
Redm:ptl Na.Tal
Devlh(It)
1.2 2.0 1.74 009 0.23 0.48
LINER RESULTS
S7S ln-0.0:51
/ S>O.C3C0
I?' 1
SO- ?JI
0444 X000 W W'h - 0 00 It -0
Not to Scale

Reeah Me,n g Type
Slanxlty Anawsl: Vegetm- Ch-^v-a.
P,,-,bie
Caicim d
Saley Feda
Rem-

SladeF,IR-
Fhase
Cla.
Type -
D

"
Sh._e Slmss

Ip=q Su- 1

Show
(p=0
st'-+t 575 U. I:a d 155 0.90 1.73 STABLE
Staple D
Start ? ?,?..:_•. E' w 'C^ ?.3ess {]httc:lJwww da?eview mT - -t GO i, ,. ?aM I + 1M. '.?I ? ?_ _N ?U i. to a.is.: ?_?. .. ,. ?F aF 7 ° sj _?....--_.?_??._._.
Nnth Amman G,.•n_ECMDS Ve•sinn/3fJISI1IN Iyi�v2(tt;5 -11133 AN ^pM�l1TE0 Hv. KEVIN eEHHV
NH11ECi NAME'. SU,ITHFURK SU [ CH ANNFL 7 __ F'HUJECI NII: _C5 -f175_ _
HTJM STAT1UNiN_EF.CH Li05_IATtUNijEAC4. HAh14G AREA 4.D_A_1L—JD ESNfHE VLN
HYDRAULIC RESULTS
Discnmge
dsl
Peakfbw Veloaly Qpsl
Puod1M:J
Nee lsq.lq
Hyriauhc Namal
RadboM Dedhpq
h0.5
20 1. 2.32
1 d52
0.50 J.-,3
/ S-0.0375 \
6 I
ll IWc;h- awn �O1
Not to Scale
LINER RESULTS
Matt g Type Vegetatro U aract—t-
Reach 3tabi1'y Analysis Pnmk ble Cakuaied Safety Fxta RemMks
Scapi- Pau— Phase Class Type D—q ShenSuess r Stress
� fJ ten- (psB
St.1pN S75 Ume,a;a:ed 1.55 0.57 27D STA"c LE
Stacie D

Nnlh Am•?ranG.en EU.tDS Ve,e,?nd3 17.77005 111'd9 AM ?pl.lulI1FD RY KEVIN SEHHY
°HOJECT NAME 50'J/HFpRY. SUBDM?ICiN-[314NJELS ryHOJ,CT N[1_'CS [715 '
sHUM_SiAII Nrt?SrF!: 51AiIJ.l 4GE AHEA _l A__ D?S_ N1H-OU?N;I'.
HYDRAULIC RESULTS
Discharge
Idsl Feek Fbw
FeoodlHxl Vebaty Qpa Ama(sa.f Hydeul,c
Rahs,atq Names'
Cepthll)
6.1 2.0 2.84 715 0.40 C.B5
LINER RESULTS
75 Io.0.0471
S 00,C275
?' 1
6oncm
4.0 Wk:.h ? 0.00 fl 222???
Not to Scaie

Reach Hetmp Type
31eo6ty A-i- v -e,m-Lhara_:e, --
msxrtJe
Caudated
Selety Facto,
Ro-k,
Slack Patton Fhase Ckxx Tyoe D-7 `-iK' S;-
ps0 Shea, st!-
hxp
S Ua. hl S75 Omge:ated 1.55 1.45 1.07 STABLE
Staple D
'Start I ? ,? ? n' z" ? ? T?I ? 'l . A. ©1 . ?N J ??.
?. AlUlS e- -P1 _? _-?.T?-1_..???.
Nath Am--Gr-n-EC-DS Ve•ron4 19/77277 12UOYPCL1Kf NtIIEDHY KEVINF,-HHY
'HMECT N&HE'_ SUUTHKOHK S'JP11J,_IJN-C!-I NEL 12 I"HOJECT NOU5 GI5__ — _!
-HqM STAT iLN—m EACH. LO S_i ATIJN/.LAC:H. _DFU.IJ GtAH A_O.E2 F.,___��EBI NFHE�].J EN:Y[
HYDRAULIC RESULTS
Dmc ,g,
(cls)
Peakfbw
Pe!iodMs]
Veioccy(!ps
Am Omrl
I Hpd—,: N- m4
Radwp;) 1)"Ahg0
3.5
2.0 1
2.23
1 1.57
1 0.37 C.79
S751-0 0481
S - O.C2W
ILS . ,.JI
1 3.0 Wi
dtn. C, 00 It LU 1
Not to Swe
LINER RESULTS
met"7 typeVegela—Chaa ,t mta
Reach SIaSov AnAs. Pn -ble C.ic !ed Safety Facta R,—
slap PaUem Phase I Cla:: Type Uen:cy Shea S'— Sheol Sheena
Iwo tpa0
Shalpht S75 Un—oared 155 099 1.57 STABLE
Staple D

HYDRAULIC RESULTS
Disclwrge Peak Flow
(dsl PerodlrsJ
velocity PPJ
Mea (sq.ltl
I HydaUl
9adm(I!)
t)
NItj
D,;—
0.e 20
237
0.76
0.27
0.62
S75 (n-0.052)
S - 0.0400
1I 1
L�0
Width -&
'Boort' io
Not to 5caie
LINER RESULTS
Matting type Vegetatmn erac
Cht—tics
Reach 3.6,xy An,I P--", Caleaated Salety Fact. R—ks
Staole Pattern Phase I (lass I Type Density SMaSbess Shea: Steen '
Ip 0 p+IJ
Straight S75 U—ze fated 1.55 1.54 1.01 STABLE
Staple D

JerlhAm-rran0!.-n-E CMDS'-,no 43 13,272005 71: 3R HM„CMOI T E D BY KEVIN HFIRY
'HOJS Ci NAME' SC', I I HF CHK SW;nr 5l') J-LJI NN-- L 14A -HCJE CT NO-- 05015
_STAjtCWHLACH' 0 STATION PEA 4' RAI JAuE A.9.A_0. A IJE_ N FH J; 14
HYDRAULIC RESULTS
Ducherge
Ids)
Peak Fk»v
Period (ksl
veloa:y ('ps Lina lsq.lq H>dauhe
Radus(IQ
1
Normd
Depth (h)
h.S
2.0
1.90 0.33 0.1B
0.40
P300 rn-D.C2n
/ S - 00800
�
,
6cncm
�b w�dtn.a.oan T.
Not to 5-1e
LINER RESULT!!
Malting type Veg^tanto Charaaarocs
Reach Slab6ty Analysis Pamim Ue Cat-W'd Safety Factor Remak,
Staple Pattern Phase Uan Type Densny Shear Stress Shear Stress
Ipst) (pstj
Sbaight P303 Vecctar— 2 C M. 15075.% UO 1 2.C2 3.47 STABLE
SlaoleE Sod Oay Loo-, 2.000 1.279 1.55 STABLE

inii;za if -
FER S 2006
DENR - WATER QUALITY
!!1'ETWOS N40 STORMWATER BRANCH
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 0 Lo - 00 Le I
(If any particular item is not applicable to this project, please enter "Not nppucame or tV/H .)
1.
II.
Processing
1. Check all of the approval(s) requested for this project:
KN Section 404 Permit [N Riparian or Watershed Buffer Rules
? Section 10 Pen-nit ? Isolated Wetland Permit from DWQ
?] 401 Water Quality Certification ? Express 401 Water Quality Certification
3
_el z
'k-1 lti ?
3. If this notification is solely a cnurtesy copy because written approval for the 401 Certification
is not required, check here: ?
2. Nationwide, Regional or Gencral Permit Number(s) Requested:
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: ,,
'ff
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: ?
Applicant Information
1. Owncr/Applicant Information
Name: 1LL- - tJ'-r;-',,J !J-0; 1,-J Cc..?>z-rz_ VC
Mailing Address:
Telephone Number: 9t`? - ?P 1,*5q*7 Fax Number: `1t q - ?W- L/l?15
E-mail Address: AJ•,1 t1 7 7(?,, i ' c:,; ,
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: 1 T Cam, r.', rr.JC? C^Z. f, r mac`;? -AL?LJ lar `.t(C,: ?
Company Affiliation: -7o -T-1-115--
5_ J' )1-21 /C . ;L?t ?? iel t
Mailing Address: /,-0 L,> C,',ef?2AT
Telephone Number: ql`1- 73; - _?`r?f3 Fax Number: '7 [`? - 7.3.;1 7l?
E-mail Address: ???? • ny a?l? ?,? J (?i.?,•?"/ ^ ?l'l?? l ii ?G',?. ?L'
Page 5 of 12
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. Nameofproject: S'dr;cD1JISic;
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): - ?`'O - -F/ -- 7-Y .10
4. Location
County: ??•t,JJIL.C Nearest Town:
Subdivision name (include phase/lot number): PA, j tf- -1 torte
Directions to site (include road numbers/names, landmarks, etc.): ?N_
fFrJ ri}l E,,_1 Go il?t c Gi- I-'L yz Lit,_, tj l 1_? crn-t ?? /t-r P.v. Kok
_2 7
5 iCZ-? I lte`'?iZt C. 3bOV Pr J
tzV_ 4-r-
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): - 7- `17 °N -7?y' 33 ` SS "7°W
3G. I29 "t2-2. 1 c,.s654:1 '2-
6. Property size (acres): ///: _E
7. Name of nearest receiving body of water:
8. River Basin: `Irl?-fitfl?_t?y L1`?E/' 1>f1-??w?
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://li2o.ennstate.ne.us/adminhnaps/.)
Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Z?-k ? T 1--2- Aa -
1S ??LC t7 9=zc, t ?.C ?rrl 'Tc ?G;?Ze1 fl.? O__ yy:tl ?G :J=Z7tf Jjrn l
1 tIC 1110 11c??i 1= L??? i rcaJ ?t.? tl j? ? ?i? _/ IIL t_cr?i???T ?.L??t`rto-?
t ?
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: hL'LLu!E,'
LtiltL )L_ LY??.i7. GF?rlr>t,?'C Gtr /7;?L•d" j=C: F? ?tA?'i /1,..'d? r;c???_C7L? /?.?-)?y tJIC.C.
11. Explain the purpose of the proposed work: 1i?_k>;Z'?'z> n??' t a tom:.) /J/ r[•1 'Y
?1?1?I>?'??.tJ /-cT? K-?'_ S(?.?C..z? -T=??+t??`f I??Ttl?ff•Ei7 11C?n•??5.
G=2 ^J S?AcY-C
IV. Prior Project History
If jurisdictional determinations and/or pen-nits 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 infonnation. 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. . 1=1,JtD
I?121 ?t? eiJ<<1-i PCP--i rr E/?7 (>?E?. 1 ii3t n LT'f"c 0 , tv'A Cr[.?
V. Future Project Plans
Are any future pen-nit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
.}'?fZ? J C?Jf1't t????t?t r? . ?-I.l ? t.?? ,.' j t? C3 ;-1 i-[-i'`?? /1?;.D d..,Vt t ? (? ?2_•, ?_?? /L F?l?1zy?.t?
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: fl/zC /,J4?L,1JUC10
/nJ r[1G;?t?E P4?AJ, c;?L ?tal' i r
z?F `7?1C 7: '(N l iCI- w-) aC:,JlL of:
!?/ _5c![31>/-'t>>c,,). I??. T+l ?1dzC f£ jl4?l?1Cr5
A,-2 it- 6 leiJ,J c;,.i ;14C P4-A1 5r1E-rT').• 11,1 lc r u) 1 ? /D 'L-. ?=. 1AJ Lc=. ?C rI.?JTGCfry:
1!1?Pe??T .r(? ! f ?f L t.F r?J [_f..'?-lr? , Ic'Ti1L C ??[,.t??( fl i ??E FM!'r1Gi •=
1, - -01 A
L Page 7 of 12
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,
-4? 1v l;cf ;m"nrfc rlrnr- to hntli ctrnrturP and flnnrlinv
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
RoAD/f U Uliilr pl PRdP 4-0 27r_-a7;U9 r.J V
U
0,0Y4
? ?;?i}niCUcv?T" 2iPKd ' "?-??t?TL,? r..3CJ ? C?•???

Total Wetland Impact (acres) 0, Dg Fi
3. List the total acreage (estimated) of all existing wetlands on the property: 2 - 08 Ac-
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
mnct he included To calculate acreace_ multinly length X width, then divide by 43,560.
Stream Impact
Number
indicate on imp)
Stream Name v
Type of Impact perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
j -- f'n?•??: o ;?c ilVr urr%? , ?! ?; '100 Lr 0.02-
G,2GY3??
C?JJIivC? :?:.R`f
/? % ;ZiJ C!' PIJ??ft?` ? l?:?4? fJ?_I??,t+; ili1L :gip - ??l'2 L? C?,U-4

Total Stream Impact (by length and acreage) Z50 Lj? 0.0q2
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 exr.nvntinn rlrefisyinn flnndinf*- dmirimle_ bulkheads- etc.
Open Water Impact
Site Number

indicate on ma
(if f Name
applicable) Watee)

Type of Impact Type of Waterbody

(lake' Pond, estuary' sound bay'
ocean, etc. Area of

Impact
acres
/Jo opx_-i iJ2r

Total Open Water Impact (acres)
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the roject:
Stream Impact (acres): U • UC 2
Wetland Impact (acres): ??r 7?-LJ?- r,•t
Open Water Impact acres):=?U?
Total Impact to Waters of the U.S. (acres) O • Oq z
Total Stream Impact (linear feet): ) t:?U
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes 'LEJ No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
?? 1t .?4G f7r^D`-!J Ld Ccg. Pond Creation /fib Ti ;?3?tLi't=r`c rJ ?:J "?[`rc
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, aestlietic, 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. el= necrc!-tD
f iit /+Z'(G;T?? L.-:r L1_ lzC [?-,.:? T? --( l?L .'(Gl=ri?? /? P!'E'!P/?-!a'('t? [ ?.+t /? r? i'#.•l ?'? GL /=.?'t '?rti?
1_-!?>>i•r? ??r7!<--r<?? L ?#<?%?7 '?!Z ?'> /C+?l ?G?i ?C?C? l?L,<kr> [•-?+? ?C LSLE:? /tf eF'iZ?il?P?
?3 `f ?)C ?EJ i2 LGflTG.? /1`TTilG/!f[7/G"Mf'> 410-C: 5i?5rtr?'? Arz.CsY ./t??'?=? cL?:flr7r„?G., ?.Jl?c_ CCU ?fi.-rr•r?i,? 7-c /#rZ?t?? n.)E?7:».liP--1
VIII. Mitigation r°i` f?c:iir7 fli t? (3J« v?<.?, Vic; Y?iv__?LlrciJ,
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.
Page 9 of 12
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 conlplete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwcllands/strnl?ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as nulch information as possible, including, but not limited to: site location (attach directions
and/or neap, 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.
T+-Ie ? i S (-ESs ,r--kAj?1 ISU`" ??>F 1 Mi'hci? TD P & N N i AL
?N LASS 1 1-t ArJ I A c- o1/ 1M i'ACT Or! W1i?i-TXANJb3)
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancenlcnt
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to clctcrnline availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation nmsl 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/inclex.htnl. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
A111o1111t of Noll-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Updated 11/1/2005
Page 10 of 12
IX.
X.
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
LXJ
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 enviromnental documentation.
Yes ? No N
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 ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Alm i_r? )? Yes 'R No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet Mitigation
I q _5 '8 ? 3 (2 for Catawba) 2 9, 1 (.1
2 3 =1 SU 1.5 5( 2 S
Total 31- 3 3 - W
* Zone 1 extends out 30 fe perpendicular from the top of the near batik of ci motel; 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
1? `(Nt ?'?? T t t? u -t 11 E N C ?P
within 15A NCAC 2B .0242 or .0244, or .0260.
?ll U.? ? ?/' Q.>v ST?t? -rc a c-? ;.? GL O C?+Z?I'1 -4- ? o t.J A T1 o tJ ?r Sa ?Pt1't,t,4t...
GVr.? EE2J/?.'T-t?c?rJ
Page 11 of 12
XI. Stormvvater (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. /ri,;Z"T P 4- ??z- 0,i,, tt_?T- - /D, 77.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
-JC?t`t? ?? `t"?'2•L-!`L?j ..1?«%?J GJGLC-S 1JlL(..- ?G= lv>c_(?J o.•J ? (•T ? ?L?- L?Jft?>`T'C-?.?T't
f-7i :mot(<t1 e.-
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No N.
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DNVQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No E
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://l12o.enr.state.nc.us/newetlands. If no, please provide a short narrative description:
I`.71 7_. 571J
t
j irLlsJII?L 1 L TC? h?.? rtt ?y Att5Tj tTY t7e_- .Jj "i jJ Gl7'?K ?? rat i iv'_ t3M /? rU(t L
oc- o,.. PL n?v A").-) 711'L. P,_-zP:_e_ /t lrai a?l.•.Y ? ? JiL-L ?2?S: L?I?=C 4=CJ?`7i1E? STP-F_fts"1
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 pen-nits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agi?t's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
USGS MAP
Reference: http://www.topozone.com/map.asp?z=17&n=4001011&e=719261
UTM 17 719261E 4001011N (WGS84/NAD83)
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Soil Survey of Granville County, North Carolina Southfork Subdivision
Map Unit Legend Summary
Granville County, North Carolina
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
AaA Altavista loam, 0 to 3 percent 1467.8 0.4
slopes, rarely flooded
ApB Appling sandy loam, 2 to 6 4887.6 1.4
percent slopes
ApC Appling sandy loam, 6 to 10 1584.4 0.5
percent slopes
AuC Appling-Urban land complex, 2 2549.6 0.7
to 10 percent slopes
CaB Cecil sandy loam, 2 to 6 percent 22286.8 6.5
slopes
CeB2 Cecil clay loam, 2 to 6 percent 2628.2 0.8
slopes, eroded
CeC2 Cecil clay loam, 6 to 10 percent 14693.4 4.3
slopes, eroded
ChA Chewacla and Weliadkee soils, 0 24398.3 7.1
to 2 percent slopes, frequently
flooded
CoA Congaree silt loam, 0 to 2 percent 1296.0 0.4
slopes, frequently flooded
CrB Creedmoor coarse sandy loam, 2 27092.3 7.9
to 6 percent slopes
CrC Creedmoor coarse sandy loam, 6 13297.5 3.9
to 10 percent slopes
EnB Enon loam, 2 to 6 percent slopes 16946.8 4.9
I nc lnon loam, 6 to 10 percent slopes 4189.0 1.2
GeB Georgeville silt loam, 2 to 6 37947.5 11.0
percent slopes
GeC Georgeville silt loam, 6 to 10 19806.5 5.8
percent slopes
HeB Helena sandy loam, 2 to 6 percent 18219.5 5.3
slopes
IleC Helena sandy loam, 6 to 10 1018.7 0.3
percent slopes
HrB Herndon silt loam, 2 to 6 percent 16904.7 4.9
slopes
I IrC Ilerndon silt loam, 6 to 10 percent 4151.8 1.2
Slopes
IrB Iredell loam, 2 to 6 percent slopes 12108.3 3.5
IrC Iredell loam, 6 to 10 percent 662.0 0.2
slopes
t1SDA Natural Rewurces Web Soil Survey 1.0 06
National Cooperative Soil Suney Page 3 3 0f4
Cun.enatiooticnice
`-=-f
Southfork Subdivision
Soil Survey of Granville County, Norda Carolina
Granville County, North Carolina
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
IuC Iredell-Urban land-Picture 639.0 0.2
complex, 0 to 10 percent slopes
LmB Lignum silt loam, 2 to 6 percent 21403.6 6.2
slopes
MaB Mayodan s ndy loam, 2 to 6 1486.3 0.4
percent slopes
NaB Nason gravelly loam, 2 to 6 10325.0 3.0
percent slopes
NaC Nason gravelly loam, 6 to 10 5249.7 1.5
percent slopes
NaE Nason gravelly loam, 10 to 25 1830.3 0.5
percent slopes
Nal' Nason gravelly loam, 25 to 50 469.5 0.1
percent slopes
Pal: Pacolet sandy loam, 10 to 25 6435.1 1.9
percent slopes
Pah Pacolet sandy loam, 25 to 50 665.5 0.2
percent slopes
PcA Picture loam, 0 to 3 percent 2157.5 0.6
slopes
Pnl) Pinkston loamy sand, 10 to 20 1928.9 0.6
percent slopes
RwD Rion-Wateree-Wedowee 839.1 0.2
complex, 8 to 15 percent slopes
Tall, Tat urn loam, 10 to 25 percent 8217.0 2.4
slopes
Ud Udorthents, loamy 1272.2 0.4
UrC Urban land-Iredell-Creedmoor 1968.0 0.6
complex, 2 to 10 percent slopes
VaB Vance sandy loam, 2 to 6 percent 17541.2 5.1
slopes
Vac Vance sandy loam, 6 to 10 5848.7 1.7
Percent slopes
_
W Water 4705.6 1.4
Wars Wateree-Rion-Wedowee 787.5 0.2
complex, 15 to 30 percent slopes
WeB Wedowee sandy loam, 2 to 6 1235.5 0.4
percent slopes
WeC Wedowee sandy loam, 6 to 10 720.5 0.2
percent slopes
Web Soil Sunccy 1.0 2/2/2006
t)SDA natural Rewurcm Page 4 of 4
1 conwriatioo Senice National Cooperative Soil Survey
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8/26/2005
Disclaimer. This map is prepared for the inventory of real property found within this
jurisdiction and is compiled from recorded deeds, plats, and other public records and mall S03111
1 inch - 993 feet
data. Users of this map are hereby notified that the aforementioned public primary Grid based on the North
information sources should be consulted for verification of the information contained Carolina State Plane Coordinate
on this map. The County and the mapping companies assume no legal DSystem atum.' 1983 North American
responsibilities for the information contained on this map.
RECEIVED SP 2 2 20Ub
State of North Carolina
Department of Environment , o
and Natural ResourcesF
Raleigh Regional Office - ?- --
Michael F. Easley, Governor
William G. (Bill) Ross, Secretary NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LETTER OF APPROVAL,
September 19, 2005
Billy Wynn
1696 Hayes Road
Creedmoor, NC 27522
RE: Project Name: Southfork Subdivision
County: Granville
Submitted by: Summit Consulting
Date Received: 8/31/05; 9/15/05
Date Processing Initiated: 8/31/05
Watershed: Tar-Pamlico #1/03-03-01
New Submittal (X) Revised()
Dear Mr. Wynn:
This office has reviewed the subject Erosion and Sedimentation Control Plan. We find the plan to
be acceptable and hereby issue this letter of approval. If any modifications, performance reservations, or
recommendations are applicable, a list is enclosed and is incorporated as a part of this letter of approval.
The enclosed Certificate of Approval should be posted at the job site. In addition, it should be noted that
this plan approval shall expire three (3) years following the date of approval, if no land-disturbing activity
has been undertaken, in accordance with Title 15A, North Carolina Administrative Code (NCAC)
4B.0029.
If any modifications are not incorporated into the plan and implemented in the field, the site will
be in violation of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statute
(NCGS), 113A-61.1).
15A NCAC 4B.0018(a) requires that a copy of the approved plan be on file at the job site. Also,
this letter gives the notice required by NCGS 113A-61.1(a) concerning our right to perform periodic
inspections to ensure compliance with the approved plan.
North Carolina's sedimentation pollution control program is performance oriented,
requiring protection of the natural resources and adjoining properties. If at any time during this project it is
determined that the Erosion and Sedimentation Control Plan is inadequate to meet the requirements of the
Sedimentation Pollution Control Act of 1973 (NCGS 113A-51 through 66), this office may require
revisions in the plan and its implementation to ensure compliance with the Act.
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
NATIONAL FLOOD INSURANCE PROGRAM
FLOOD INSURANCE RATE MAP
GRANVILLE COUNTY,
NORTH CAROLINA AND
INCORPORATED AREAS
PARE 200 OF 200
CONTAINS:
COiAMUNITY NUMBER PATIEL SUFFIX
UNINCORPORATED AREAS 370325 0200 C
IIIIIII MIP ?,JUMBFR:
?J 37077CO200 C
EFFF?.'Till' D11TF:
` SE HF BEI 23, 1990
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SOUTHFORK SUBDIVISION - PHASE II
Pipe Sizing Worksheet
Q(25)=Ci'1(25)`A
Q= The estimated design discharge (cfs)
C = The composite runoff coefficient for the watershed
1(25) = Rainfall intensity (in/hr) for the designated return period and time of concentration
A = Watershed area (ac.)
C => Estimate C based on watershed content and soil type from
Table 2: Rational Forumla C Values. (C = 0.35 is a common estimate)
1(25) => Find tc = [L^3/H] ^.385 tc = Time of concentration
---------------- L = Hydraulic length of the watershed (ft.)
128 H = The elevation change of the watershed (ft.)
Use tc to find rainfall intensity (in/hr) from graph.
'Never use tc< 5 min
A => Calculate total area of watershed
*Variables are RED"
pipe 6
C= 0.22
1(25)= 4.7 in hr
A= 191 ac
Q(25)= 195.25 cfs
L= 5641 ft
H= 75 ft
tc= 31.894 min
Pipe 7
C= 0.26
1(25)= 3.7 in hr
A= 636 ac
Q(25)= 602.42 cfs
1(10)= 19 Calculate C Local C
Q(10)= 162.02 % Paved 1 0.95
1(50)= 5.2 % Lawn 4 0.35
Q(50)= 216.02 % Pasture 25 0.30
1(100)= 5.7 % Wooded 70 0.17
Q(100)= 236.79 TOTAL= 0.22
Pipe Size (in) =
HW/D =
Inv. In =
Centerline Inv. =
Inv. Out =
Length (ft) =
Slope =
V(10) =
Apron Size (LxWXH) =
Stone Size (in.) =
Thickness (in) =
Type Rip Rap =
60" + 60" 90cfs + 105cfs
0,8+0.89
199.9 + 200.9
199.61 + 200.61
48
0.60%
6.1
30'x15'x18"
6"
18"
Class B
L= 8392 ft
H= 98 ft
tc= 45.523 min
1(10)= 3.2 Calculate C Local C
Q(10)= 521.01 % Paved 0.5 0.95
1(50)= 4.1 % Lawn 9.5 0.35
Q(50)= 667.55 % Pasture 50 0.30
1(100)= 4.5 % Wooded 40 0.17
Q(100)= 732.67 TOTAL= 0.26
Pipe Size (in) =
HW/D =
Inv. In =
Centerline Inv. =
Inv. Out =
Length (ft) =
Slope =
V(10) =
Apron Size (LxWXH) =
Stone Size (in.) =
Thickness (in) =
Type Rip Rap =
901.+901, 288cfs + 314cfs
0.87+0,94
184.5 + 185.5
184.3 + 185.3
62
0.81%
9
60'x22.5'x24"
13"
24"
Class I
. r .
e.
SUMMIT
Consulting Engineers
1000 Corporate Drive, Suite 101
Hillsborough NC 27278
Phone [phone]
PROJECT NAME: Southfork Subdivison
PROJECT NUMBER: 05-015
PROJECT LOCATION: Granville County
Level Spreader #1
Drainage Area= 0.18
Tc= 5
110= 7.5
C= 0.75
Q10= 1.0125
Min Req Length= (1Tx Q10)
13.16
Width= 5
Level Spreader #2
Drainage Area= 0.18
Tc= 5
110= 7.5
C= 0.75
Q10= 1.0125
Min Req Length= (13'x Q10)
13.16
Width= 5
Level Spreader #3
Drainage Area= 0.18
Tc= 5
110= 7.5
C= 0.75
Q10= 1.0125
Min Req Length= (13'x Q10)
13.16
Width= 5
Level Spreader #4
Drainage Area= 0.18
Tc= 5
110= 7.5
C= 0.75
Q10= 1.0125
Min Req Length= (13'x Q10)
13.16
Width= 5
Level Spreader #5
Drainage Area= 5.58
Tc= 5
110= 7.5
C= 0.35
Q10= 14.6475
Min Req Length= (13'x Q10)
190.42
Width= 10
Level Spreader #6
Drainage Area= 0.18
Tc= 5
110= 7.5
C= 0.75
Q10= 1.0125
Min Req Length= (13' x Q10)
13.16
Width= 5

Level Spreader #7
Drainage Area= 0.18
Tc= 5
110= 7.5
C= 0.75
Q10= 1.0125
Min Req Length= (13'x Q10)
13.16
Width= 5
Level Spreader #8
Drainage Area= 0.62
Tc= 5
110= 7.5
C= 0.75
Q lo= 3.4875
Min Req Length= (13'x Q10)
45.34
Width= 10
Level SDreader #9
Drainage Area= 0.27
Tc= 5
110= 7.5
C= 0.75
Q10= 1.51875
Min Req Length= (13'x Q10)
19.74
Width= 5
Level Spreader #10
Drainage Area= 4.37
Tc= 5
110= 7.5
C= 0.35
Q10= 11.47125
Min Req Length= (13'x Q10)
149.13
Width= 10
.r
-SOUTHFORK
05-015
Sediment Basin #1 Sediment Basin #4
Drainage Area= 0.60 Drainage Area= 0.60
Tc= 5 Tc= 5
110= 7.5 110= 7.5
C= 0.75 C= 0.75
Q10= 3.375 Q10= 3.375
Min Req Surface Area= 1,470.15
Basin Dimensions= 22'x68'
Surface Area Provided= 1496
Min Req Sediment Storage Volume= 1,080.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 4,488.00
Sediment Basin #2
Drainage Area=
Tc=
110=
C=
Q10=
Min Req Surface Area=
Basin Dimensions=
Surface Area Provided=
Min Req Sediment Storage Volume=
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided=
Sediment Basin #3
Drainage Area=
Tc=
110=
C= _
Q10=
0.60
5
7.5
0.75
3.375
1,470.15
22'x68'
1,496.00
1,080.00
4,488.00
Min Req Surface Area= 1,470.15
Basin Dimensions= 22'x68'
Surface Area Provided= 1496
Min Req Sediment Storage Volume= 1,080.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 4,488.00
Sediment Basin #5
Drainage Area= 0.70
Tc=
110= 7.5
C= 0.75
Q10= 3.9375
Min Req Surface Area= 1,715.18
Basin Dimensions= 24'x72'
Surface Area Provided= 1,728.00
Min Req Sediment Storage Volume= 1,260.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 5,184.00
Sediment Basin #6
0.60 Drainage Area= 0.30
5 Tc= 5
7.5 110= 7.5
0.75 C= 0.75
3.375 Q10= 1.6875
Min Req Surface Area= 1,470.15
Basin Dimensions= 22'x68'
Surface Area Provided= 1496
Min Req Sediment Storage Volume= 1,080.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 4,488.00
Min Req Surface Area= 735.08
Basin Dimensions= 16'x48'
Surface Area Provided= 768.00
Min Req Sediment Storage Volume= 540.00
. (1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 2,304.00
as _
A it ;
Sediment Basin #7 Sediment Basin #10
Drainaoe Area=
v 0.70 Drainaoe Area=
v 0.70
Tc= 5 Tc= 5
110= 7.5 110= 7.5
C= 0.75 C= 0.75
Q10= 3.9375 010= 3.9375
Min Req Surface Area= 1,715.18
Basin Dimensions= 24'x72'
Surface Area Provided= 1,728.00
Min Req Sediment Storage Volume= 784.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 5,184.00
Sediment Basin #8
Drainage'Area= 0.30
To= 5
110= 7.5
C= 0.75
Q10= 1.6875
Min Req Surface Area= 1,715.18
Basin Dimensions= 24'x72'
Surface Area Provided= 1,728.00
Min Req Sediment Storage Volume= 1,260.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 5,184.00
Min Req Surface Area= 735.08
Basin Dimensions= 16'x48'
Surface Area Provided= 768.00
Min Req Sediment Storage Volume= 540.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 2,304.00
Sediment Basin #9
Drainage Area= 0.20
Tc= 5
110= 7.5
C= 0.75
Q10= 1.125
Min Req Surface Area= 490.05
Basin Dimensions= 13'x39'
Surface Area Provided= 507.00
Min Req Sediment Storage Volume= 360.00
(1800 cf/ac) x (Drainage Area)
Sediment Stcraae Volume Provided= 1,521.00
A v?
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N,tn am.— G—a. ECMD; v..,:on 43 _ I1/262G05 11 C 01 Am 1C0MNUTED HYKEVIN E,EPaY
lHnJE-T NOMI- SDU TH.n HK GLI [.M_IpN CHGNNzL 14 I"HOJECT NO I'5-015 _
rHOM STATIU J[/i'.:ACM- _`iC STAT Ot!/iH EACH (D HAINAG� AHA 4_9 ,J ! FuEC'J=„jLY
HYDRAULIC RESULTS
Di -9,a I F,—r—
[cis) Pend Ihsi
Veroary lip-.)! Ateagatq H,-- Names
Faawflt) Deoln (kJ
127- I CO
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I(Si51r.-0.041)
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4Z W.i:n-J.G9k �0
RMMT.M
LINER RESULTS
MdflVl� iyDE Veyetdlipn Lf�Md�lefrstCi
Feecn SI--r.nmysrs Petm's.oro Caicuz,ed atery Fact.y Femass
S;arse Fatlttn F-as^+ws- iype J�ns:ry 3�a``ttess n -51:en -
IPJ[ eacsf)
375 1 E5 1.40 1.11
sane o �

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HYDRAULIC RESULTS
IIDischarge
(cls(
He ek Fkrw Vebc�ry lIPs7 Wee (srJ.11(
Period(hsJ
Hyd—c
Radusj!11
Namd
Droth(!lI
1.3
20 L66 1 0.78
0.24
0.51
S75 fn-O.C551
S • O.O:SD
7
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4. Wid:h00 It 2220
Na to Scale
LINER RESULTS
M a;tnrl type V—talion Chaactcns;rs
Reach Blabi4ty Analyse Panissible Catu;ated Sdety Facla Remarks
Staple Pe— Phase Clas Type 1—t, STea 56es: Shear Shess
1psll Ic+!1
5haoht 515 U—geta!ed 1.55 O.BO 1.85 STABLE
Stage D

JnlhA--G,- ENDS Vv,,-43 1H1262115 11010AMI CMPUTvDHY' KEVINHEHHY i
'HCVFCT NOME' SO' :IT HFOHK SLIP()" ,SIGN •CH4NNEL 3 _-?-RMCi NO.' CS -015
HDM SiATIONiHEACH. IlO 51AiIgV/HEL?CH? _JHGIt•14GEQtiE0. 1.16 __ ;?7ESI NfH pU""!'Y_i___
HYDRAULIC RESULTS -
Desch ge

Id:l Feak Fk7

Fatiodlh:l Vnoary [lvsl Ara(se.It)
Hydauuc
Radm?ul
NotmaV
Dadnfn)
3.0 20 223 1.34 032 0.67
LINER RESULTS
SS In-0 051)
S - O C275
1
Fosom
4 Width-0.00 ft
Not to Scale
Matlnq i5'p° W_^,!taaan Clwane•nr_s
R!ach ?taGky Analvsc P--b , Cd-,ml-d Safety Factor Remarks
Sta Patl!tn F-e Class isre b-q Sher Shess Shea• Suess
p 11 N,ll
Semsk S75 J-; tested 155 1.15 1.35 STACIE
Slapie D
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Jn!h A.e?can G?ee?• ECMOS Varsm E.3 __ Idi?'oR:?S j1041 AM I':UMHJ IED HY: KEViN EEHRY
'HNECTNAMP: _ SOUTWORK SUBDI VIS IO N CHnNNELM OJECT NO .'._ 05015..__.
ROM ETAi IJ?/HEACH: Lo sIATIUNLiE Ul' HAI JADE AH.1+ 9-5_ IJESIUN f4 CU_.N
HYDRAULIC RESULTS
Discharge
IdsJ Peek Fbw
PnludNL l velocity pps] a"Il III Hyeewe
Radusptl Namd
Deyhl!!)
25.1 2.0 5.92 4.24 0.56 1.19
LINER RESULTS
P330 fn-0 0271
5 - 0.6250
J T
4. Widthatto
6• 0.001, 20
Not to Scale

Reech Haling Type
?tabiely Analyse VegTW-Ch.-,-st-
Permissible
Calcul-d
Sale!y Factor
R-ks
st.il pet- Phase Cl- Type ID-"y Shea Sliena
(P?f ShearSt-
lpd)
SV-h1 P3G0 Vrelaban 2 0 Mn 50-75%: 7.00 i.ES 3.77 STABLE
SlaeieE So, Cav Lcam 2000 6.774 259 STABLE
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Nrvth Amrv: an Ge- ECMUS Vey- J3 '<+%.-,0/2t1C5 11 ISAMICOMUUTED HY- KEVINHEHHY
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CHUM STATION/HE4CH'. ' lU SIATIUN/H?P.CH_ ?DH Al RAGE AREA d °9 IDESIGN Vn DUEtc, HYDRAULIC RESULTS

Drscharge
(dst PeekEbw
Period (hs( Velocity(tPSJ Atea(xp.lt) HydrauLC
R=11 t-al
Depth (111
13.1 20 5.39 243 0.12 090
LINER RESULTS
F'X In-0.C271
S - 0.0300
Bclln 1
l0 Wi B cltcm00It
Not Io Scale

Reech Manmg Type
.,ta5 i?ly Anaysc Vegetation LhaaclenSncs
miscible
CakWated
Saley Factor
Re-k,
Staple Pa2em E'nase Clan Type Denxmy, =hem Stiexs

pxll
Btrrs
she.
(Pxl)
Stiaghl P300 Vrdai:n 2 D M. 15675% 7.C0 1.S9 STABLE
Staple E Sd Day L-re Z0IJ0 0.847 STABLE
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1?th Am-IrWGreen.ECMCSVrsmn4?. 13,79/Z:XS Ill 19 411, Y,:CJMFt)1 ED try KEVIN HERBY
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HDM S TAT
HYDRAULIC RESULTS
L".-g-
[of :j Peak Fkn•
Peroodl"I Vebu. Ups Area lsala llll: c
Radwlit; Normal
Deghp:J
1.2 2.0 1.74 063 023 0.49
LINER RESULTS
S75 fr, O C55
S - 00300
1? ?1
6atlan
4 wur, - o.cou ?o
Not to Scale

Reach Metmg Type
3labiiy Analysis VegelabonChaact,v-
Perml-Ue
CalcLARed
Safety Fats
Remake
Staple P,ru- Phase Class Type D;; Ty Shea SlI®ss
Ip:f Sheaf Stmss
Ip=0
ShaivM S75 U-get.led 1.55 000 L73 STABLE
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HQN ST AIIUNMLA _J1OS TAlIU NLl LLDi'. JAGEAR E0.231AC IgESI Nf-EEU_LI'_L1_
HYDRAULIC RESULTS
Discharge
;d:) peakfl-
Perlrnflt+sl Vebc:y (IGtl Aiea;syl;j Hy,sa,,bc
Radux Normal
Deplhpt)
6.1 20 284 215 0.40 US
LNER RESULTS
575 (n•0.047)
/ 5 -0.0275
6h. 0
4.0 Vfidlh -00N c.0
Not to Scale

Reach H.amg Type
S l ab,',Ity Analu:is Vegctmron Cha?acteiclK:
Pamisxf
Caleuleled
Selety Factor
Remmks
S tape Paoem Phase Class Type 5-ty Shea St:ess
psf) Shem St-
1p:0
SlialIelt S75 Unveq_tmed 1.55 1.45 1.07 STABLE
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�1;11JE Cl NAME- SOOT HI- PHK SLIDDIIISIMN - C-HONi L 11 NO - CS 015
F± 7qm-S-T —A—TE Nm—EAa-i A- DE.515IJ IRECUE-IlY'
HYDRAULIC RESULTS
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vmvy (1p.11
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LINER RESULTS
M anng 15 pe Vegetation C.—cl—t-
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Stade Pattern Phase Ll— T,,, ID -0y - Sh­ St,- Shear St,,.
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Shote D

wlh Anccan GirenECMDS Veisim43 132672705 11155 AM COMuU TEU BY: KEVNBEHHY
R[LIEC_T_NAME:_SO'JTHF DHK_ SUPD IVISION_ C14NNEL 13 _ FROJECT_NO 05.015___
EHON STAT ION�:!�-Nj LTCS TAT IO NUWAL,' H I10E_AH.A 04240 - IDE51 NFP QUE[1^f' '.
HYDRAULIC RESULTS
DisUlarge Feak Row
(dcl PetiodN'l
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(.5 20
1 2.40
1 1.46 0.55
116
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Not t. Scab
LINER RESULTS
met,nq Type Ve^,•_ morn Chmacte�ist.cx
Reach Sta6.Tay A -a ,, Femluu'w'e C.!w 'ed Safety Fad. Rem..ks
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la�Il to:q
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Slaole D
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Jnrth A...... G,een-ECLADS V.nnn 43-18�2CJ2005 Ct 3P Hv COMUUIED PY' Kt VIN EF RHY __ _ __
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=HUM STA710NLrIEACH ID 'N/—EACHS FL.INAuE.SF.A 0.3 AC Y��, GJFH „'J'_J;,Y;____
HYDRAULIC RESULTS
Discharge
Idsl
Feakfbw
PmialR+sl
veoci:y l!ps Nea lsyl:J Myd auGc Namd
R llrjj DepchIt)
h.6
2.0
1 4.90 033 0.18 0.4C
LINER RESULTS
PX O In -0.6271
/ 5 • 0.0000
1
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I
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2000
L273
1.56
STABLE
�tieck IoJruuLiucrn

Y\\SUMMIT
Consulting Engineers, PLLC GEOTECHNICAL - PLANNING - ENGINEERING - SURVEYING - CONSTRUCTION MANAGEMENT
January 17, 2006
NCDENR
Cyndi Karoly - Supervisor
401 Oversight/Express Review Permitting Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
OLD - () o LDI
Subject: Application submittal for Chesleigh and Southfork Subdivisions
Dear Ms. Karoly:
F r= ??? l? p
JA's .2 5 2006
WETLANDS AND STORM QUWATER Bp
We have received your certified mail stating that the Pre Construction Notification (PCN) applications for
Chesleigh and Southfork subdivisions located in Granville County were incomplete. We remain interested in
continuing to pursue permitting for the two referenced subdivisions, and will supply you with the requested
information at a later date.
Thank you for your cooperation in this matter.
Should you have questions, please contact me at [phone].
Sincerely,
a,,, *4
Alan Pytcher
Summit Consulting Engineers
1000 Corporate Drive - Suite 101 - Hillsborough, NC 27218 www.summit-engineer.com
Telephone [phone] - Fax[phone]
O?0F W A rll 9Q Michael F. Easley, Governor
William G. Ross Jr., Secretary
O)W7
t- North Carolina Department of Environment and Natural Resources
Q -? Alan W. Klimek, P.E. Director
Division of Water Quality
January 17, 2006
DWQ Project # 06-0061
Granville County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Bill Wynn - Wynn Construction
Crosswind Properties, LLC
1696 Hayes Road
Creedmoor, NC 27522
Subject Property: Southfolk Subdivision
Ford Creek [TAR01, 28-14, C, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Wynn:
On January 9, 2006, the Division of Water Quality (DWQ) received your application dated
December 16, 2005, to impact 252.5 linear feet of stream, and 10,221 square feet of Zone 1
protected Tar-Pamlico River basin riparian buffer and 14,902 square feet of Zone 2 protected
Tar-Pamlico River basin riparian buffer to construct an access road and install a sanitary sewer
line at the subject property. The DWQ has determined that your application was incomplete
and/or provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected wetlands and/or streams on
the subject property. Therefore, unless we receive the additional information requested below,
we will have to move toward denial of your application as required by 15A NCAC 2H.0506 and
will place this project on hold as incomplete until we receive this additional information. Please
provide the following information so that we may continue to review your project.
Additional Information Requested:
1. Please show all stream impacts including fill slopes, dissipaters, and bank stabilization on
the site plan, and match these sites to the impact site numbers on your PCN form.
2. Please clearly label all buffer impact locations on the site plan, and show the quantities
associated with these locations.
3. Please locate all isolated or non-isolated wetlands, streams and other waters of the State
as overlays on the site plan.
4. Please provide cross-section details showing the provisions for aquatic life passage.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.uVncwetlands
One
Npi Caro ina
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Crosswind Properties, LLC
Page 2 of 2
January 17, 2006
5. Please locate any planned sewer lines on the site plan.
6. Please indicate the diffuse flow provision measures on the site plan, and provide design
calculation worksheets and an Operations and Maintenance form.
7. Please discuss how you determined Ford Creek/Tar River Creek to be intermittent.
8. Please be advised that if affected streams are perennial, mitigation will be required for
this project. The mitigation plan must conform to the requirements in 15 A NCAC 2H
.0500 and must be appropriate to the type of impacts proposed.
Please contact the DWQ within three weeks of the date of this letter to verify that you have
received this letter and that you remain interested in continuing to pursue permitting of your
project and will be providing the DWQ the requested information at a later date. Please contact
me in writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
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: Alan Pytcher, Summit Consulting Engineers, 1000 Corporate Drive, Suite 101,
Hillsborough, NC 27278
Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 060061SouthfoMD(Granville)On (fold
DiVO 06-UtJ61 Southfork S/D
8b: I
Subject: DWQ 06-0061 Southfork S/D
From: Laurie Dennison <[e-mail]>
Date: Tue, 17 Jan 2006 15:05:27 -0500
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.
Content-Type: application/msword
060061SouthfolkSD(Granville)On Hold.doc
- Content-Encoding: base64
1 of 1 1/17/2006 3:07 PM
I
Dt"2 # 06-9061 Southfork S/D
Subject: DWQ # 06-0061 Southfork S/D
From: Laurie Dennison <[e-mail]>
Date: Tue, 17 Jan 2006 15:03:56 -0500
To: [e-mail]
CC: [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.
C
060061SouthfolkSD(Granville)On_Hold.doc ontent-Type: application/msword
? 'Content-Encoding: base64
1 of 1 1/172006 3:04 PM
Dcliverj Status Notification
Subject: Delivery Status Notification
From: Mail Delivery Service <[e-mail]>
Date: Tue, 17 Jan 2006 15:04:05 -0500
To: [e-mail]
- These recipients of your message have been processed by the mail server:
[e-mail]; Failed; 5.4.3 (routing server failure)
Reporting-MTA: dns; sccl51.its.state.nc.us
Received-from-MTA: dns; sccl51.its.state.nc.us (127.0.0.1)
Arrival-Date: Tue, 17 Jan 2006 15:04:00 -0500
Final-Recipient: rfc822; [e-mail]
Action: Failed
Status: 5.4.3 (routing server failure)
Subject: DWQ # 06-0061 Southfork S/D
From: Laurie Dennison <lauri e.j. denni son@ncmail. net>
Date: Tue, 17 Jan 2006 15:03:56 -0500
To: [e-mail]
CC: [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.
Part 1.2 Content-Type: Message/Delivery-Status
DWQ # 06-0061 Southfork S/D.eml , Content-Type: Message/RFC822
Content-Type: application/msword
060061 So uthfolkSD(Granville)On_Hold.doc
Content-Encoding: base64
1 of 1 1/1712006 3:04 PM
<Offiice Use,Only: Form Version March 05
USACE Action ID No. 'DWQ No. 2 0 0 6 0 0 6 1
(If any particular item is not applicable to this project, please enter "Not Apphcawe or NSA .)
1. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
EJ 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a c urtesy 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
1;'??
Environmental Concern (see the top of page 2 for further detail
II. Applicant Information 2 (J v 0
JAN 9 -.2006
1. Owner/Applicant Information DENR - WATER QUALITY
Name: d)u c,)-r;J J - r,)I-J J yL-Fco MRANDsan?? sr„r
G2?-?s??? P,evFe ??S . L?-L
Mailing Address:
l?q? a-?-tts ,G?Cr40
GL??CY+7cuQ ?3C. _27522
Telephone Number: 9 tq - 6 F - 13LI 7 Fax Number: 9 t g - 5Za'- _2-1145
E-mail Address: PkJy k " 77<? @ GS°. co:.-
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 ovmer/applicant.)
Name: .5"0 1-t,.t t-r <-?, r?..? c,????5 -Az,4,,; Arr?c.&
Company Affiliation: f- E ?°?' "•?.?Y To '7 k4C
Mailing Address: leocv C4440'"TC_ -091 X , _-5011 / o 1
- ?-I/LLSf?oQp.L??[ /JCS ?7? / o
Telephone Number: J l`t - 732 - 3 83 Fax Number: '? I? - 73_?7 - G? Z?,
E-mail Address: Q lon . pyT -?e1_0 Svc-?•? - eK9 t'n cre?'•
Page 5 of 12
M. 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 ofproject: -S? T--oz!? 5uji3 DD J?S io;_?
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): /9W? - Oo - 8"/ - ZE10
4. Location
County: G?.a..SJu_t Nearest Town: Laves I3 ti` ¢G
Subdivision name (include phase/lot number): PA+-51E51 (51 Ler r-s) P?A?? ?L ??lSors
Directions to site (include road numbers/names, landmarks, etc.): 6L0
fZDA1C:;7 'T4r__j.) Go GF: NL 96 . L.r1,-? ?J (5 L AT P.o. go?C

`t'? ?bsz-re1 , A+e_ 12i e t-C? ,,J c -v i'rcz L-5 3 ,,o,D F i o.J
a"Wr-
S. 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): -Z - 7- 47 ON '7e- 33 - SS. 7 °W
6. Property size (acres): /lig
7. Name of nearest receiving body of water: ?AR- 2IJC-i2_-
8. River Basin: 7 AP-` PA-"1 `-1 1'-y et.!z 13A51/j
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httn://h2o.enr.state.nc.us/admin./mans/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: 4A Jo Zo.-)EQ APL - i,?o .
1-4,J_0 1 S S'Lo pco F?ZoM ti??-rr t TO SO VTc I A.Jo So.Y-nA sJ ?2'tt 1J 1 rr/
`!`t/E NIGfE?Zi ?t-c?9Tid.J ? twL'_ /?,3"2 ? .4r?10 `lt-!? l?r..1??s ?Lc?4Tccr?
Page 6 of 12
10. Describe the overall project in detail, including -the type of equipment to be used: t3? z
FXe-4,1{`7oV_-, , 14&T6 C64A0C S y i4h1r, .5,,e4Lj LA,079 /y4nJWe_ ?QJt t?f??
ZJit,L ? D G Dt,.aG ll' olor Fop 2z,4o-5 f1rJD Bt>It_cn,.? PA qS &ji4, ._
f3L ?E
11. Explain the purpose of the proposed work: ?1???2 SJ?9tJ 1510 !?1 t-rt-1
P?'d po5 G.crs F-z9e - FAwtt?Y D?T?4? Elt? f l0,??5 .
&-o-f 5cytf = f 3 ?1Glz?? CO. G,2- c?Nt-r-S?Ac?E?
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. -PLE?C F..JD
Q-Tr?l:u'? iL1GL1?' D,?t ?+?i.?Ay t?E?K t c l-I4S 13?E.J ?JBw? [T'£ 3> . w'A rrc.?
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.
DLL J ? SA't PCar4 T , 14AS SeE J 50 B m rC',-EY?-_> A.J.O k_} 4 t ; Fe: Z A Rpzo 444L.
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: _? w4z__-t 5 Aar /,_ <c?J oz:5o
1/J r j46 --f?t- r- PI-A J , OnY 1o1PAGr dS [ Gt??t c?D ti3?},2 -1 r4-, ;C^_rTPA- -e-C
l -W S 0 6nt )151O__) 2ND ImPAGC 1.5 AGO /JC-4a `r4C L'Ff4 Z 6;:'
'?+l? -:5ooolut5101J QD7?? 1n?Pr??-fFi ,at?C P1'RM/?/J?.?°t'. , Zt -AAI S S?c?JC?
lmPr?G?rc? ? 1a.1TElLr?r t1,?Pia?? ,u lS 4o'L. I J
1M/'44;rr-d_2 15 i5?l , So Z-,;::, '7o-rA`
. So G . Page 7 of 12
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,
+R nnrlino
DG (.ua

Wetland ?Pact
Site Number
(indicate on map) I-ly 11JL 1111 "L 60 uuv vv

Type of Impact vv v.a .+.. .-------- ---- ---
Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.)
Located within
100-year
Floodplain
es/no
Distance to
Nearest
Stream
linear feet
Area of
Impact
(acres)
No / LJ c1l,.:

os,-7 S ?

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
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
_,__-I__j m_ _1_..1..+, ,1+;,,1„ 1-urtk X xznrith then Hivide by 41-560.
111L13L V
Stream Impact
Number
(indicate on ma V ulV1L«+V ?a. 1V

Stream Name ..... ».•.----?-? --- -

Type of Impact -- -,i ---
Perennial or
Intermittent?
Average
Stream Width
Before Impact -
Impact
Length
(linear feet)
Area of
Impact
acres

Z ,q,2 LZLL)CAL cu- ?rtD c S TI &I rrr- r
GLASS Ri P
)ZAP AP,2?S

Total Stream Impact (by length and acreage) ??.S?t? • ?'Fa
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
.7« ',,,lVkl nric atr
11111 6.•AV
Open Water Impact

Site Number
indicate on ma) UVUUVII, uivuc.,ua , iav..

Name of Waterbody
applicable)
(?' »W , .--------`-,

Type of act
?
Type of Waterbody
(lake, pond, estuary, sound, bay,

ocean, etc.
Area of
Impact

acres
/ib OPres.?
rrYtA??S o?5 -

Total Open Water Impact (acres)
Page 8 of 12
,6. List the
latixrP impart to all Waters of-the U.S. resulting from the project:
Stream Impact (acres):
Wetland Impact (acres): lko
Open Water Impact acres : /-b a r??r??s r,???a
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): SL r
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or -linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Pond Creation /Of:, PG?? 44,-- P.20r'°sC-C7 TZ; EL c? "IJ sr•reL
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. 1'411Jt,.nrZA-Tre'.J 4=- P2c?c?
t i???4L"fS c.Jiu=- L3E rx.-?E, r3 ?r P?tc?,.? LfP??ovelA`?c Cr?.P'? /?,•1? Gc-?•'r?•?.
Llra /TS S?r?.-?? t?...)J ?GZ?S r?.•-} Go.J? P?e_ PI-.?i.?S r-1.4 •? yEE.., ,QPT?a?Cfl

Sc?srtr .4? .?Y ./?,.9v cL?A2t..? lJtcc_ G'am' Z_ [w4 rrE? ?o /4
VIII. Mitigation ,eo D A.J-0
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.
Page 9 of 12
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 wetlan d
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://h'-)o.en-r.state.nc.us/ncwctlands/stn-n,L,Ide.litml.
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.
IHE 64?5!.1 PS sv dc? 0. tZ! P?LI.J 3J=t=G."- l5 irJl?J o?7 0.. c ! ?! " Sr , ;C cr-£
?".-?? r F^?? 2??C+`>? ?"?/Acs ?t= InJL ? SY S L. ? ?OT.4a.Ll J? ??? • ?L_ ?,
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://h'-)o.enr.state.nc.us/vrm/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
/41T1,C_AT o,-) jZ c?ltz?lw+ 5 AJtw C>E 1 `i?wct•J?D B-? `?
Page 10 of 12
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, '7_44- . PA-+L,?v )? Yes 21 No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* ,_?rt_?, Multiplier Required
1 x p/ 5. F. I 3 (2 for Catawba) 15 33/. 5
,353
2 /-/, Ica 45 ?- 1.5 _.71
Total -111$. .3 7, * 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. 0/ oJF.F?
Page 11 of 12
M. 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. 425'1-;<<k ?;F s?'L-r ° /O, 12-2Z. ?.
3I. 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.
-5 tl? a -i-SQG.?tS A.J? tie,_,_-::, i.3u_c_
?tsc:t(A.??.
XM. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No EL
Is this an after-the-fact permit application? Yes ? No "
XTV. 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,9
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.ne.ushlcNvetlands. 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).
6- ?( VC_ ___ J a /6- c) S
A.pplicant/A nt's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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Record No 3728 Map Number 1 1182600847890
Name 1 1 1CROSSWIND PROPERTIES LLC Address Situs OLD FRANKLINTON RD
Address Billing 1696 HAYES RD ZIP Code Billing 27522
City Billing 1 1CREEDMOOR NC Township Code 1 1102

Acres 1 1143.12 Real Value 63448
Land Value 1 1324254 Building Value 1 10

Deed Book 1 11111 1 1 Deed Page 1 1948

Plat Book 1 13128 Account 1 125815
Sale Price 1 1911000 Improvements O
Deed Month 10 1 1 Deed Day 1 106
Deed Year 1 105 Description 1 1182600847890
Record No 1 13728 Map Number 1 1182600847890
Name 1 1 1CROSSWIND PROPERTIES LLC Address Situs OLD FRANKLINTON RD

Address Billing 1 11696 HAYES RD ZIP Code Billing 27522
City Billing 1 1CREEDMOOR NC Township Code 102
Acres 1 1143.12 Real Value 63448
Land Value 1 1324254 Building Value 0

Deed Book 1 11111 Deed Page 948

Plat Book 1 13128 Account 25815
Sale Price 1 1911000 Improvements 1 10

Deed Month 1 110 Deed Day 06

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State (of ;N orthCaro l i n a
Depal tme.nt of EnAron.ment
and ?Natu ral :Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. (Bill) Ross, Secretary
RECEIVED SEP 2 2 2005
DIVISION OF LAND RESOURCES
LETTER OF APPROVAL
September 19, 2005
Billy Wynn
1696 Hayes Road
Creedmoor, NC 27522
RE:
Project Name: Southfork Subdivision
County: Granville
Submitted by: Summit Consulting
Date Received: 8/31/05; 9/15/05
Date Processing Initiated: 8/31/05
Watershed: Tar-Pamlico #1/03-03-01
New Submittal (X) Revised ()
Dear Mr. Wynn:
This office has reviewed the subject Erosion and Sedimentation Control Plan. We find the plan to
be acceptable and hereby issue this letter of approval. If any modifications, performance reservations, or
recommendations are applicable, a list is enclosed and is incorporated as a part of this letter of approval.
The enclosed Certificate of Approval should be posted at the job site. In addition, it should be noted that
this plan approval shall expire three (3) years following the date of approval, if no land-disturbing activity
has been undertaken, in accordance with Title 15A, North Carolina Administrative Code (NCAC)
4B.0029.
If any modifications are not incorporated into the plan and implemented in the field, the site will
be in violation of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statute
(NCGS), 113A-61.1).
15A NCAC 4B.0018(a) requires that a copy of the approved plan be on file at the job site. Also,
this letter gives the notice required by NCGS 113A-61.1(a) concerning our right to perform periodic
inspections to ensure compliance with the approved plan.
North Carolina's sedimentation pollution control program is performance oriented,
requiring protection of the natural resources and adjoining properties. If at any time during this project it is
determined that the Erosion and Sedimentation Control Plan is inadequate to meet the requirements of the
Sedimentation Pollution Control Act of 1973 (NCGS 113A-51 through 66), this office may require
revisions in the plan and its implementation to ensure compliance with the Act.
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
.--SOUTHFORK
05-0'15
Sediment Basin #1 Sediment Basin #4
Drainage Area= 0.60 Drainage Area= 0.60
Tc= 5 Tc= 5
110= 7.5 110= 7.5
C= 0.75 C= 0.75
Q10= 3.375 Q10= 3.375
Min Req Surface Area= 1,470.15
Basin Dimensions= 22'x68'
Surface Area Provided= 1496
Min Req Sediment Storage Volume= 1,080.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 4,488.00

Sediment Basin #2
Drainage Area= 0.60
Tc= 5
110= 7.5
C= 0.75
Q10= 3.375
Min Req Surface Area= 1,470.15
Basin Dimensions= 22'x68'
Surface Area Provided= 1,496.00
Min Req Sediment Storage Volume= 1,080.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 4,488.00
Sediment Basin #3
Drainage Area= 0.60
Tc= 5
110= 7.5
C= 0.75
Q10= 3.375
Min Req Surface Area= 1,470.15
Basin Dimensions= 22'x68'
Surface Area Provided= 1496
Min Req Sediment Storage Volume= 1,080.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 4,488.00
Min Req Surface Area= 1,470.15
Basin Dimensions= 22'x68.'
Surface Area Provided= 1496
Min Req Sediment Storage Volume= 1,080.00
(1800 cflac) x (Drainage Area)
Sediment Storage Volume Provided= 4,488.00
Sediment Basin #5
Drainage Area= 0.70
Tc= 5
110= 7.5
C= 0.75
Q10= 3.9375
Min Req Surface Area= 1,715.18
Basin Dimensions= 24'x72'
Surface Area Provided= 1,728.00
Min Req Sediment Storage Volume= 1,260.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 5,184.00
Sediment Basin #6
Drainage Area= 0.30
Tc= 5
110= 7.5
C= 0.75
Q10= 1.6875
Min Req Surface Area= 735.08
Basin Dimensions= 16'x48'
Surface Area Provided= 768.00
Min Req Sediment Storage Volume= 540.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 2,304.00,
V 1
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6
Sediment Basin #7 Sediment Basin #10
Drainage Area= 0.70 Drainage Area= 0.70
Tc= 5 Tc= 5
110= 7.5 110= 7.5
C= 0.75 C= 0.75
Q10= 3.9375 Q10= 3.9375
Min Req Surface Area= 1,715.18 Min Req Surface Area= 1,715.18
Basin Dimensions= 24'x72' Basin Dimensions= 24'x72'
Surface Area Provided= 1,728.00 Surface Area Provided= 1,728.00
Min Req Sediment Storage Volume= 784.00 Min Req Sediment Storage Volume= 1,260.00
(1800 cf/ac) x (Drainage Area) (1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 5,184.00 Sediment Storage Volume Provided= 5,184.00
Sediment Q2Sjn #8
Drainage'Area= 0.30
Tc= 5
110= 7.5
C= 0.75
Q10= 1.6875
Min Req Surface Area= 735.08
Basin Dimensions= 16'x48'
Surface Area Provided= 768.00
Min Req Sediment Storage Volume= 540.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 2,304.00

Sediment Basin #9
Drainage Area= 0.20
Tc= 5
110= 7.5
C= 0.75
010= 1.125
Min Req Surface Area= 490.05
Basin Dimensions= 13'x39'
Surface Area Provided= 507.00
Min Req Sediment Storage Volume= 360.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 1,521.00
_ M
anrJn nt'???v.
1??
.tw
SOUTHFORK - Pipe Sizing Worksheet
i -
Q(25)=C-1(25)-A
Q= The estimated design discharge (cfs)
C = The,composite"runoff coefficient for the watershed
1(25) = Rainfall intensity (in/hr) for the designated return period and time of concentration
A = Watershed area (ac.)
C => Estimate C based on watershed content and soil type from
Table 2: Rational Forumla C Values. (C=.35 is a common estimate)
1(25) Find tc = [L^3/H] 1.385 tc = Time of concentration
--- - L = Hydraulic length of the watershed (ft.)
- 128 H = The elevation change of the watershed (ft.)
Use tc to find rainfall intensity (in/hr) from graph.
"Never use tc< 5 min
A => Calculate total area of watershed
Pipe 1
C= 0.65
1(25)= 8.5
A= 0.22
Q(25)= 1.22 cfs
I(10)= 7.6 Q(10)=
1(50)= 9.2 Q(50)=
L= 300
H= 4
tc= 5.000 min
1.0868
1.3156
Use Q(25) and chart to find diameter of culvert with HW/D <= 1.0
(Use column 1 on the chart)
Pipe Size (in)= 18
HW/D= 0.30
Inv. In= 257.00
Inv. Out= 256.60 -
Length (ft)= 56
Slope= 0.50%
V(10)= 5.5
Apron Size (LxWXD)= 4.5'x6' x12"
Stone Size (in.)= 4
Thickness (in)= 12
Type. Rip Rap CL. A
o vG/?? •?
°
40 J1
?q
I •

Pipe 2
.i
C= 0.65 L= 880
1(25)= 8.5 ` H= 22
A= 0.35 tc= 5.982. min
Q(25)= 1.93 cfs
1(10)= 7.4 Q(10)= 1.6835
1(50)= 9 Q(50)= 2.0475
Pipe Size (in)= 18
HW/D= 0.48
Inv. In= 235.50
Inv. Out= 235.00
Length (ft)= 56
Slope= 0.50%
V(10)= 6.1
Apron Size (LxWXD)= 4.5 'x6'x12"
Stone Size (in.)= 5
Thickness (in)= 12
Type Rip Rap CL. A
Pipe 3
C= 0.35 L= 1800
1(25)= , 7.2 H= 42
A= 11.3 tc= 10.658 min
Q(25)= 28.48 cfs
1(10)= 6.4 Q(10)= 25.312
1(50)= 7.9 Q(50)= 31.2445
Use Q(25) and chart to find diameter of culvert with HW/D <='1.0
(Use column 1 on the cha rt)
Pipe Size (in)= 36
HW/D= 0.85
Inv. In= 210.50
Inv. Out= 210.20
Length (ft)= 56
Slope= 0.50%
V(10)= 6.3.
A pron Size (LxWXD)=.9'x18'x18"
Stone Size (in.)= 6"
Thickness (in)= 18"
Type Rip Rap CL. B
a',g0q?????ze.i ceooq ?: rlP g''r+
`? 9 a
b ?.a
v o ,?

Pipe 4
I
C=
0.35.
L= 1250
1(25)= 8.3 H= 56
A= 7.05 tc= 6.261 min
Q(25)= 20.48 cfs
1(10)= 7.3 Q(10)= 18.01275
1(50)= 9 Q(50)= 22.2075
Pipe Size (in)= 30
HW/D= 0.95
Inv. In= 201.00
Inv. Out= 200.70
Length (ft)= 48
Slope= 0.50%
V(10)= .5.8
Apron Size (LxWXD)= 7. 5'x18'x18"
Stone Size (in.)= 5
Thickness (in)= 18
Type Rip Rap CL. B
Pipe 5
C= 0.35 L= 1850
1(25)= 7.3 H= 46
A= 7.57 tc= 10.622 min
Q(25)= 19.34 cfs
1(10)= 6.4 Q(10)= 16.9568
1(50)= 7.9 Q(50)= 20.93105
Use Q(25) and chart to find diameter of culvert with HW/D <= 1.0
(Use column 1 on the c hart)
Pipe Size (in)= 30
HW/D= 0.90
Inv. In= 206.50
Inv. Out= 206.20
Length.(ft)= 52
Slope= 0.50%
V(10)= 5.7
Apron Size (LxWXD)= 7. 5'x15'x18"
Stone Size (in.)= 5
y Thickness (in)=. 18
Type Rip Rap CL. B
•ti y
C.
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HEAPWATER SCALES Zfk3
REVISED MAY 5"
XU1REAU or P%NIUfC ROAMS lox I'm ..
AD tA:T R DE:FTH FOR
C_RETE.• -APE CULVERTS
H I:N ET CONTROL
P
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illustrated.

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12 READWAXE R DEPT% FOR
-G0NCRETE'-,PFPE' CULVERTS
H$AOwATER SCALES 213
WITH INL ET CONTROL
REVISED MAY 1964 .
Butlt:Au 9F PUSUC RCAt m .im tm . '
y t

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Isti 0,000 EXAMPLE (1) ( 2) _( 3)
NSt
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144 3,000 QA l2n.aa 3.
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4.
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t?..
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MW SCALE ENTRANCE
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TYPE .
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33 24.E

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IE KSAoW&,I' I Q 'T' ! F OR .
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RETEIPFPE. CULV ERTS
.
HEAPwATEtt SCALES 2?3
REVISED MAY 1964 WITH INLET C ONTR OL
SURE" of'ft1t uc RD^= WA IS= .

ile,
too 101000
168 8,800 EXAMPLE ( 1) M (3)
136
.
6,000 6-42 Inches (3.5 fact) 5
144 31000
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72 400 E 2.
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?
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12 R.EADWXT ER QEPTh FOR
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RE TEPI:PE• CULVERTS
,
HEAOWATER SCALES 283
REY)SED MAY 1964 WITH IL LET CONTROL"
wittaw Cr fRmuc *CAM mm M=

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168 a,DQO EXAMPLE t 1) ?Z} t'J
15$ D•A2 (eebcc (3.5 .IW) 6
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4,000
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7z
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a Gr.e.e ..d srrtf? W ; L r,
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6 To use-state (2) sr,(3) pro(ett
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D aad..9 scales, or reverse as .5
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6
3 illustrated. .
1lY
z
(5 L .5
1
0
.S
.
tz H£A.QWXTF_R QEFTkt FOR
-00 [ CRETE ,PI'PE CULVERTS
MEApWATER SCALES 203
fEvtSM MAY 1464 WITH lNL.ET CONTROL
BUREIW or v%mic K"= A% mu
I
N-hAnrran G-m - FCMDS Vr.snn 43 _716/2005_1001 AMIC0MPUTED_PY'_ KEVINPER4
OJECT NAME SOU1HFOeKFUPDIV6lON-CHANNEL In __ FOJECT NO-OSCIS
pM STAiIpN/HEgC}I• 1T0 $TA 14/ ?F.I:Fi - ?N4?F,Q?:,?,w@ 'jD,?(iN FPEC'JEtILY'
HYDRAULC RESULTS
Discharge
I
Tdsl
Hea
Penod(
Vencuy lips!
!Nees tmit1
MWadc
RaduslR)
Nam(I
N lit!
127 20 336 178 0.513 1.12
5756.(1041)
S - 0.0200
1 Botlom 1
i. WdN-Q00 It
LINER RESULTS
Not to Scale
Nutnq Type Vegetalwn fJwacteruncs
Reach latwsy A""- Permabie Celvleled Salery Fact. Remnks
Stapes Fahem Phase Uan Type Denrsy Shen Suers Shear Shea -
(wl Ipol
Sua," 575 U-mated I.55 1.10 1.11 STABLE
Slane D
HYDRAULIC RESULTS
Dnchaige Peek Fbw Vebnry hpq Wee (syft) Hydrau4c Namal S75(r C.=
IG.I Pmiod Msl Raduslnl - Depth p!I
1.3 20 1.66 0.78 0.21 8.51
S - O.Mm
1
1 ? Bdlam
11 ?0 Widlh•0.00/t
Nd to Scale
I INER RESULTS

Reach Manmg lype
,IabiMy Analysis Veeet m. Olnadeanhos
PcmiuNe
CakWded
Solely Facla
Rernnks
5tavie Patlem Phme Dlms Type U-Oy Shea Stmv Shear Sbms
SbaigN S75 U-cetated Les 0.88 1.55 STAELE
Slada D

HYnRAULIC RESUM
Dischage

(dsl
Peakfbw
Paod IM:I
Velonly lips lll
Nea(sq.
Hydauhc
Radk s(I11
Namd
Dedh(I1)
3.0 20 223 1.31 032 0.67
LINER RESULTS
575 (
S - 00275
1
1 6 ouo0.
W idUi - 0.00 ft
Not to Scale

Reedr Mating Type
31ebilily Anelyss Vege(a1. UaaclensbC:
Pnaussble
Cdculded
Safety Facto
Remakt
Staple Pall- Phase U- Type Deruq. Shoe Stress
Io?O Shea Stress
I>KII
Straight S75 LJ-getated 1.55 1.15 1.35 STABLE
Slade D
'; 11 ArS4es3 .'l httj.1/w w.dDrevlew.ccm '.- - 1+ co ? ? ,-, .l.:. 'iM:.I _j ...1 ?; ? Ai.
HYDRAULIC RESULTS
Dalh g. Peekfbw V6-ty Upfl Fvea(sq.It) Hydauhc Namat
(cis) Period )hs) RnSus(It) Dedh(It]
25.1 20 5.92 4.24 0.56 1.19
1 INFR RESULTS
in-C 0271
S-0.0250
80-
'WA -0.00h 20
Not to S-Ie
Beech M amt; type ,labatY Aney:a V,ge&- LhNaclcabcs P-,ble CekJated Sdety Facla Remnks
Stage Pattern fhase DWss iyge Denney Shea Skess
(ps11 Shear Slrns
(P"
Slmrohl P300 Vegetatkm 2 D M. 50752 7.00 1.85 177 6TA6LE
SledeE Sd ?eY Loam 2000 0.77d 259 STABIE
.?_.;g_ °?lfirhiresi ?.{?]http:/lwww dpreview com
HYnRAULIC RESULTS
Dnchaigs
Id,l Peakfbw
Pa od 0++1 Vebaty Ups Mee I$ZltJ Hydm*c
F1 f"Ill) N-al
Depth Vtl
13.1 20 5.39 213 012 0.90
I tNFR RESULTS
P300(?
S - 00300
Bottom
WKu,-o.oon.
NM to Scale

Rexh Mattnq type
1a6i41y Mrolysc Vegcla- Uact-n
Pnmi:sbk
CakJated
C
Satey Fada
Remarks
Stale Patt- Pha,. CL- lype Derudy Shea Sher:
Ipso S
54.,
Ipso
sk,.gN P310 Vwetatmn 2 D M. 5075: 7.00 1.69 4.15 STAOLE
SladsE Sd ?ay Lcem 2000 0.047 Z35 51PBLE

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mhAm!nc+m Gre.?ECM05 Vr- /3 ._ F/'F/2tXL5 J1: 30AM„OMFUTED BY Q VIN BERRY
H(11ECT NAME 50.11 NF_ORK SUBDM9CIN 04ANNEL_9 OJECTNO.:05015
LOIILTATIQN/ LAC SIATIUlI/ A4N _?iAl_YAG_ AHE ,O,?L 'RES1DLFf7GQU NCY'
HYDRAULIC RESULTS
Dlsdsage
Ids) Peek Ibw
Pe,iodIN:I VebMy ltps Area lsollll Hydmuac
Raduglq N-W
OeplhQtl
1.2 20 1.74 0.59 0.23 0.48
5751
S ? 0.0300
Bh J 1
1?
1111 ?DDO Wi soil"
L n ZO
Not to Scale
Maumq Type Vegelatw Lheacter¢hcs
Reeds ?lebidy Aney:is pa"'s"N C-Ic'"cd Selety Fadp flemaks
Staple Pallem Pharr Gass Type Den:sy Shetp Siress Shear
Stem
tp:ll IpO)
?l
Straight S75 Umec.tated 1.55 490 1.73 STAELE
Sled. D
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NnIhA - an G-,-ECMDSV-kn/.3 '7i72W±'11:33 AM UMPUTED BY: KEVIN HEHHY
__UJECTNAME' SUIIIHFOHKSUBOMSION•CH4NNEL7 /?ROJECT NO 0'x0.15____
LM51At19E&a1 LOSL?EiUHEACT' ?AINAGE-FlEA4.OAC QESyNFHEUUN:Y'
HYDRAULIC RESULTS
1575 fr.O?Q?9j jI
I I
S - 00375
I '
W? -0,00 N
N' '
ot to Scale
,
LINER RESULTS
DisWrge
Ids) Feak Fbw
PeriodlMsj Velttaly llDS tuea l?Q.Itj Nyda?w
Ra&ss119 Namd
Deplh1111
40.5 20 2.32 1.52 0.50 1.23

Reach Ma0nq 1}ye
lability Anay:n Vegetatron Chxacteuucs
Pnmiss"e
CdaAM ed
SeleryFMa
Remarks
Staple Pannn Fhese l7aa Type Demny Shea Shea
IveO she. Stress
IDsII
SlraigM S75 Unregelaled 1.55 0.57 270 STAOLE
Slade D
HYDRAULIC RESULTS
Dachugs
Idsl Feak Fbw
Periodpesl Vebuty [fps] Area 1:41:1 Nydeusc
Radrallll Namd
DeWhOll
6.1 20 284 215 040 0.85
I INEN RESULTS
S75 frn0.U471
S 00.0275
/
i •Ao'TO-00 It
Not to Scale

Reach M attm Type
?IaG1Ay Anelysn Vegetal-Gwactel."
PceiasNe
Calulated
Safety Facia
Remnks
Steole Pete. Ftwse Cl- Type U-4 Shen Shea
lost) Sheer Shea
(pstl
St-ft 575 Umepetated 155 1.45 1.07 STABLE
Slade D
t
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North Am.ncan G,-ECMOSV -A3 :H/2OD5 11__49AM C)Mf'UTED F/Y' KEVIN EEHHY_
_NECT NAME-_ SOU I HFOHKSURDNISIDN_ CHANNEL 1U _ HOJEC7 NO 05015__
R 6P 5TAj1 N/H . CH' ?_LATIDN/R EQLH: HAINAGE?.RE9_¢ 47„?C DESIGN NF EUUENCY:
HYDRAULIC RESULTS
Uur'J'I

(d Heck flow

Period (hsl Vdoctyltval Area(aq.lll HydaWc
I

RaCur,llt)

Normal
Depth (Ill
1.4 zo 1.75 0.00 1121 o.SZ
S75 (n-0.055)
S 00.0275
ILA Bottom ?JI
1 !.0 ' W idtl1. Q00 A 20 1
I INER RESULTS
Not to Scale

Reach Matorq iyDe
?labfty Anelyvs Vettetnron l7wacleraaca
Pamaabk
CelaAeted
Safety Factor
Remnka
Staple Pattern Phase Les, iyye Demay Shen SUeas
IpaO SFr. Stress
Nall
Seeivht S75 Unreoetated 1.55 OoB 1.75 STABLE
Slede D
HYDRAULIC RESULTS
Diachage
Idsi Peak Flow
Pnicd (Faal YNaAy (IDs Area (salt) HydeuLc
Radua(Ill Namd
Deplh(Itl
h20 20 245 4.89 0.60 1.28
LINER RESULTS
f( S75 (-aM
I I
S - 0.0075
IL? Bottom
1 4.0 'Width-0.00 fI• 1
Not to Scale

Reach Matlrg type
.,lehiGh/Analyso Veyeta(m haactemncs
Pnmasble
Calntleled
Salety Factor
Remaks
Slaole PM- Phase Class type Demay -Shen Shea,
(v=0 Shea St,,.,
tp_q
Sb.gfA S75 Umeoetated 155 0.60 259 STABLE
Slade D
athA mfi--ELMDSV-n4.3 '7H772an 12:00 PM OMHl11ED 5Y KEViN EEHHY
_HUJECT NAME-SULIiHMRK SU801VISIDN -CHANNLL_l2 RUJECT N0. _05.015.__
U?1 -$-j /F EACF?: SIA110?}j/ EAC}i HA!.t?AGRE/?'._062AC ? DESIGN FFj?gU?,N(Y.
Discharge
(dsl Peak fbw
Period(Msl VeloeKy Uw Nee (syl:l Hy6euLC
RaduslRl Normal
DephlN
3.5 20 223 1.57 0.37 0.79
S75 (n-0.001
S • 0.Di00
d8U-
1 Width-0.00 It1
tINER RESULTS
Not t4 Scele

R each Mattrg lype
labity AneFjsu Ve9etnien Chatactemtra
Pcmxsibk
Cabtlaled
Selety Facla
Renwks
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HUJECT NAME_SOJIHFOHK SUPDIVISION_ CHANNEL _13 HOJECT ND:
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PROJECT NAME- SOUTHFOHK SUBDNISION -CHANNEL It .-PROJECT N0. 05015 Hp SiATI _N/ S ATIDN/1EQCH? AI AG ?,QH E0. 03;_AC :DESIGN FHEQUE_,fj?`Y:
HYDRAULIC RESULTS
DisUvge
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LINER RESULTS
Not to Sce1e

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Slade D
nth Amnrcnn[;-- ECMDSVersvn4. 3 -3/2672005 0129 PM DMPUTED BY: KEVIN BE RHY
HBJEC? NAME' SOUIHFOHK.SUMM51 ON -DAANNEL lm_ NHOJE CT Np.'_05015
OS]AT?UL!/$EP: HAINACEQHEg_029 AC DESIUILy( QUENCY;__
HYDRAULIC RESULTS
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P.6 20 4.50 (133 0.18 0.40
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http://www. g=villegis. org/<TranGISweb/printPreview,aspx?PrintOptData=Granville%20... 3/26/2005
Disclaimer. This map is prepared for the inventory of real property found within this
jurisdiction and is compiled from recorded deeds, plats, and other public records and Mao scale
1 inch - 993 feet
data. Users of this map are hereby notified that the aforementioned public primary Grid based on the North
information sources should be consulted for verification of the information contained Carolina state Plane Coordinate
on this ma The County and the mapping companies assume no legal system, 1983 North American -1 q-4
map. Datum.
responsibilities for the information contained on this map.
A ,
Monday, May 09, 2005 9:44 AM

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Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 2 0 0 6 0 0 6 1
(W-, r?rtirnlnr item is not ann1ira}iie to t}li, nrniect T11P.3Se, enter "Not Annlicable" or"NIA".)

1. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
EJ 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
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
of
WL
4), and the project is within a North Carolina Division of C ? c
'2
Environmental Concern (see the top of page 2 for further details) 1fer.
II. Applicant Information
JAN 9 -.2006
DENR - WATER QUALITY
Owner/Applicant Information WETLANDS AND STOWAWATER BRANCH
Name: Q)L-'- IJ 7,.),J - /J-N- J f_?JS-rt V L Z"Lo?
Mailing Address: 6 2o-;-1 t, "JD, PP-z)FC-,e , Q:?.5 t-c-c-
1Co`tlo 1 A-tts 4,::040
GL' CY+?a}Q ^k_ ,275.2
Telephone Number: 4 tq - 52f - 13-17 Fax Number: 9 t'i- S-_2o - /_/45
E-mail Address: PlJ U ?t ii 77e @ C-16 co: ?+
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: Sc) -r t..N;5f5-a5 -Az-,4,J
Company Affiliation: ?.•x?t.JE c-.Y? lGi????ns7 To ?/iaE Gv,r25^ t'
Mailing Address: leov CD/?b.2ATi5_ e:?Fzi X , _S50 iTE /,o V
Telephone Number: '7117 - 73? 3 83 Fax Number: q i ? - 73-:7 - G? 7Z
E-mail Address: a laN . py Sy??• - e?-+9 ?n ?' ??-^
Page 5 of 12
T
.M. 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. Nameofproject: ??"r??o?? 5?1?s?i???Sio;?_
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 19o7L/,, - 60 - `1- -TE 0
4. Location
County: 6rr1,,JJLL1_5- Nearest Town: Lo UtS??
Subdivision name (include phase/lot number): PNSE ?S! LcrrS P?lA?? ZC ??IS«r'"
Directions to site (include road numbers/names, landmarks, etc.):
170th TNl?_-1J Gv Gi- NL. -9G , ZLA -? FD (5 L&.c r 4-r A.o. Bok
5lor ?l705 -S?? ?t .0 ?R ••?r_t_t,•?-c?.? P-,n,,4 7 1^-) L-e-,0,sES y . -J e-, 754aj
llo ?b?ri1 -rAvr - F2,?i NL o,.] c64_v F?A__34L_t.#,?E c.`; Pl-,v. 'S rrC- LS A-P ,ZGk . 3 6of F7-,n-)
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): -' - 7- `17 °N -7e- 33 - -55, 7 °W
6. Property size (acres): !?3
7. Name of nearest receiving body of water: `7 crz?-
River Basin: TAP-- PA1'4z-cc c-) R1Jt-::P- 3A51,'J
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h'-)o.enr.state.nc.us/admin/map-
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at-the time of this application: ?X 15-,.fi t 4A,Jo 22,iJEo X42 - J.
L.?l,J9 t S SLO ?? ??oM ?bFy-rr{ To Sour( .4.JO So ? r? ?o ??-?u f- lJ 1-re-1
`! tlE NlGFE?Z? ?[.._c??9 i cc?] ?y?? ?.3,.2 ? Awls `I ?!E t??? ?C..??4Tca?S
Page 6 of 12
10. Describe the overall project in detail, including-the type of equipment to be used: Q c-C-2t=S
?FXe-A IWToZS, /4ea76 C64AO?Qs ,4,oJC) .5'irt4LA- €A Q a /0,:00 e- -;C-O Jt t-4? 0- -V-
0 A,JO SdJL-C71•,Y-, PAos i.stc?t_
t-J)z-L 5?e fl e .OAOt..' of OrrL-r F62 24 4-1
BL-
11. Explain the purpose of the proposed work: SJ09tJ t5 to,J G.11-r ?=9
Pp-oFo6z?--O 4u-5 Fae St•?G -FAwtt-Y Di=Az-ate ?1o?cs5 .
q.?czA?? Lv? Styes' = t 3 tiG2?5 ?O, ?? c.7Nra,5/Ac.eC
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. A PP,=-vtz-- LEA Plt?? ?i.Jt?
f?-Tr l 7 it1G I)?/J?i.?4'7 t???Kt c 1145 13?E..? ?':i3w cT-c 0 . w'.4 tTt.a-,
Fog t4 T?'zcJdL .
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.
De?J??A't P€t?r??, >_k-S L32..' A.J.O i,Y4ft?.? Fcaz
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: IMv.??-tS AQC r.-9ct-Jr?o
1? r A6 t-nE P4-VJ , G tw1PAG? c5 ?Fa 2 rr ?••rtRa-Y ::-
'WC ? tJf3flr?Kto,•? ,-9AN19 ImPA: ?Z 15 ?GD /JG42 'roc- P-j!?-4Z aF
tm,04e. a,D App l E r iwrP<1?? t 1S L,
!S 1641, S,V L . r, -T6-TA e- cJr-40t_e'r? of
,7f?. So Z- t , Page 7 of 12
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,
", ,• _ -l___.1.. t.. ?l. r.4r.. o -1 --n_n A;}1rr
JG Qla

Wetland Impact
Site Number
(indicate on map) wly 11J1 1111 uvw uuv ??

Type of Impact vV.++ ?4?"'•^-- ^'-- --
Type of Wetland
o
(e.g., forested, marsh,
herbaceous, bog, etc.) '
Located within
100-year
Floodplain
es/no
Distance to
Nearest
Stream
(linear feet
Area of
Impact
(acres)

?{ffLC tn2r?Cl"-
0,?..7 S rrt:

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
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
I- , -1 m_ _7___t_'_ ,.1+;-1- lo.,rrt11 X xv;rifh then divide by 43.560.
111LLJ1 U
Stream Impact
Number
indicate on ma) V 111V1uu-

Stream Name

Type of Impact
Perennial or
Intermittent?
Average
Stream Width
Before Impact
Impact
Length
(linear feed
Area of
Impact
acres
l %Af-' --4,J C52- e -C-6 -? PAR ?"t' ti.It?zHrc? C& 02,5 ` ?0L r. . !l11C

2- ,?1?2 lLtJCr2 ?rz- 44AD ?PcSS" • W i EC?.t rrr- r i7o -?l? ' ??K• SoL.. . l?/tom
GLQ55 °? I ?. RIP -
P-AP AP,2?S

Total Stream Impact (by length and acreage)
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
r-,. ?___???.. 11.....7:-... .7.• l,,,ll.-S,aor?C atr•
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)
AP oP61-?
t?tA??s o,JS -

Total Open Water Impact (acres)
Page 8 of 12
,6. List the
++,..,i1 -xv?+,? .,ft4,,-TT Q TPtn„7tinu from thenroiect:
Stream?Impact (acres): ^ - -- ??
Wetland Impact (acres):
Open Water Impact acres): /?-b oFr:,% r.14e7c?-v
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): • SL r
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes 'I' K'I No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation /U::, PG-' •?l P.Carf"!?C-U TZ? CAC 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. 114 t Nt,-i17A'nc.i 4;? P2cyCZC??
l i<? Q4G.TS t Jt cu LiE tx.?E 13 `7 PSG A-i o
Lt.yti-? S?ot,?? tZ,J? ??s /o.-? Go,.?-.??c_ PL??S ?-t?t ..? t3E?,..' r4PT?a?Cfl
,G -Y JL f-t57;J 12_ Lt5_r7_ ,? L? •4?1?i7 Flo. S f ?l ?? •J 5[T257:> At-141 F;F-f
5ca` t't ro? .4ac- -S / A^X; G? Q?..? C Jtc c _ tat= cam[ w? c-t? To /4Q,5A_S iJE?Ss4? 1
VIII. Mitigation i oi? !'o/?[C? f?rt? 13J?c vu.1a ?:.xc?vLTta;.?,
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.
Page 9 of 12
USAGE - 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
httT)://I-i2o.enr.state.nc.us/newetlands/strmc!ide.ht-rnl.
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.
%rtC-: /b r'-?={?r?[7 Tlr JZiZ t?3 ! 5 TAG '?? - DA.? t? ?o Q r Jam/' G? S 1..? ,
sv ? lac'' ?:= ?? O?li..? (3J r=r-E.? . t?5 i:Jt-?J c/•7 0.•-? c?'t??E?. Sr ?C Q= TNT
?,-?? ? 1-f? 5?ce?..>? 1?.?aA?3 ??l?L ?'S? S L, [= 'c'?pZ'A?-•=-t?J? ?5',? . 5'G.. ?,
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 httn'//h2o enr.state.nc.us!wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
/vt[T[?•+ toy.' jZ c7[+ w??,.3'i5 A-JIL.LL 0,6-7 D???r-rr.• D E-i
CDwp.
Page 10 of 12
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)
2
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 'TAB P?1?o )? Yes 21 No ?
If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 !D. ?P/ 5. ; 3 (2 for Catawba) 15, 33/•
2 1.5 X1;7, , ;5 s
Total ?S. /0?3 5 F. 3 7, ???5
* 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. Qi?' Q•-? -OJF-F '
Page 11 of 12
M. 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. L?i.:G f e? ora d ?5-
),M. 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.
S?'i cL `l'StiEwt?S A JrJ ejFr-t--S 'JILL- BE tY?T7 ci. SrrC F-60_
Dtsc:r(A:zc.c .
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No E.
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 E
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.ne.us/ncwetlands. If no, please provide a short narrative description:
XW. 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).
la /?-? s
Applicant/A1.14t1s Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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Granville County Map
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Record No 3728 Map Number 1 1182600847890

Name 1 1 1CROSSWIND PROPERTIES LLC Address Situs 1 1OLD FRANKLINTON RD
Address Billing 1 11696 HAYES RD ZIP Code Billing 27522
City Billing 1 1CREEDMOOR NC 1 1 Township Code 102

Acres 1 1143.12 Real Value 63448
Land Value 1 1324254 Building Value 0
Deed Book 1 11111 1 1 Deed Page 948
1 Plat Book 1 13128 - Account 1 125815
Sale Price 1 1,911000 Improvements O

Deed Month 1 110 Deed Day 1 106
Deed Year 1 105 Description 1 1182600847890
1 Record No 1 13728 Map Number 182600847890

Name 1 1 1CROSSWIND PROPERTIES LLC Address Situs 1 1OLD FRANKLINTON RD
Address Billing 1696 HAYES RD ZIP Code Billing 27522
City Billing 1 1CREEDMOOR NC Township Code 102
Acres 1 1143.12 Real Value 1 163448
Land Value 7-7 1324254 Building Value 0
Deed Book 1111 Deed Page 1 1948
Plat Book 1 13128 Account 1 125815
Sale Price 1 1911000 1 1 Improvements O
Deed Month 10 1 1 Deed Day 06
1 1 1 I F- 1 1
I
uranvi l legis.orR/t;ranGISweb/printPreN,iew.aspx?PrintOptData=Granville%20County%... 1/6/2006

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RECEIVED SEA' 2 2 2005
State {of N o.rth Caro I i n a
Department of Environment
and Natural :Resources
.Raleigh Regional Office
Michael F. Easley, Governor
William G. (Bill) Ross, Secretary
DIVISION OF LAND RESOURCES
LETTER OF APPROVAL
September 19, 2005
Billy Wynn
1696 Hayes Road
Creedmoor, NC 27522
RE:
Project Name: Southfork Subdivision
County: Granville
Submitted by: Summit Consulting
Date Received: 8/31/05; 9/15/05
Date Processing Initiated: 8/31/05
Watershed: Tar-Pamlico #1/03-03-01
New Submittal (X) Revised ()
Dear Mr. Wynn:
This office has reviewed the subject Erosion and Sedimentation Control Plan. We find the plan to
be acceptable and hereby issue this letter of approval. If any modifications, performance reservations, or
recommendations are applicable, a list is enclosed and is incorporated as a part of this letter of approval.
The enclosed Certificate of Approval should be posted at the job site. In addition, it should be noted that
this plan approval shall expire three (3) years following the date of approval, if no land-disturbing activity
has been undertaken, in accordance with Title 15A, North Carolina Administrative Code (NCAC)
4B.0029.
If any modifications are not incorporated into the plan and implemented in the field, the site will
be in violation of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statute
(NCGS), 113A-61.1).
15A NCAC 4B.0018(a) requires that a copy of the approved plan be on file at the job site. Also,
this letter gives the notice required by NCGS 113A-61.1(a) concerning our right to perform periodic
inspections to ensure compliance with the approved plan.
North Carolina's sedimentation pollution control program is performance oriented,
requiring protection of the natural resources and adjoining properties. If at any time during this project it is
determined that the Erosion and Sedimentation Control Plan is inadequate to meet the requirements of the
Sedimentation Pollution Control Act of 1973 (NCGS I I3A-51 through 66), this office may require
revisions in the plan and its implementation to ensure compliance with the Act.
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumor paper
-
t
-'SOUTHFORK 05-015
Sediment Basin #1
Drainage Area= 0.60
Tc= 5
110= 7.5
C= 0.75
Q10= 3.375
Min Req Surface Area= 1,470.15
Basin Dimensions= 22'x68'
Surface Area Provided= 1496
Min Req Sediment Storage Volume= 1,080.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 4,488.00

Sediment
Drainage Area= 0.60
Tc= 5
110= 7.5
C= 0.75
Q10= 3.375
Min Req Surface Area= 1,470.15
Basin Dimensions= 22'x68'
Surface Area Provided= 1,496.00
Min Req Sediment Storage Volume= 1,080.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 4,488.00
Sediment Basin #3?°
Drainage Area= 0.60
Tc= 5
110= 7.5
C= 0.75
Q10= 3.375
Min Req Surface Area= 1,470.15
Basin Dimensions= 22'x68'
Surface Area Provided= 1496
Min Req Sediment Storage Volume= 1,080.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 4,488.00
Sediment Basin #4
Drainage Area= 0.60
Tc= 5
110= 7.5
C= 0.75
Q10= 3.375
Min Req Surface Area= 1,470.15
Basin Dimensions= 22'x68.'
Surface Area Provided= 1496
Min Req Sediment Storage Volume= 1,080.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 4,488.00

Sediment Basin #5
Drainage Area= 0.70
Tc= 5
110= 7.5
C= 0.75
010= 3.9375
Min Req Surface Area= 1,715.18
Basin Dimensions= 24'x72'
Surface Area Provided= 1,728.00
Min Req Sediment Storage Volume= 1,260.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 5,184.00
Sediment Basin #6
Drainage Area= 0.30
Tc 5
110= 7.5
C= 0.75
Q10= 1.6875
Min Req Surface Area= 735.08
Basin Dimensions= 16'x48'
Surface Area Provided= 768.00
Min Req Sediment Storage Volume= 540.00
. (1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 2,304.00,
n 3?/I,W • ., p

Sediment Basin #7 Sediment Basin #10
Drainage Area= 0.70 Drainage Area= 0.70
Tc= 5 Tc= 5
110= 7.5 110= 7.5
C= 0.75 C= 0.75
Q10= 3.9375 010= 3.9375
Min Req Surface Area= 1,715.18 Min Req Surface Area= 1,715.18
Basin Dimensions= 24'x72' Basin Dimensions= 24'x72'
Surface Area Provided= 1,728.00 Surface Area Provided= 1,728.00
Min Req Sediment Storage Volume= 784.00 Min Req Sediment Storage Volume= 1,260.00
(1800 cf/ac) x (Drainage Area) (1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 5,184.00 Sediment Storage Volume Provided= 5,184.00
3
Sediment Basin #8
Drainage'Area= 0.30
Tc= 5
110= 7.5
C= 0.75
Q10= 1.6875
Min Req Surface Area= 735.08
Basin Dimensions= 16'x48'
Surface Area Provided= 768.00
Min Req Sediment Storage Volume= 540.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 2,304.00

..._...
. ........
Sediment Basin #9
Drainage Area= 0.20
Tc= 5
110= 7.5
C= 0.75
Q10= 1.125
Min Req Surface Area= 490.05
Basin Dimensions= 13'x39'
Surface Area Provided= 507.00
Min Req Sediment Storage Volume= 360.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 1,521.00
o n J 1 r'" ?'
v °•s ? 14 1-? •''
e
if r ??: "may°-
.,
SOUTHFORK - Pipe Sizing Worksheet
Q(25)=C-1(25)"A
Q= The estimated design discharge (cfs)
C = The,ccmposite'runoff coefficient for the watershed
1(25) = Rainfall intensity (in/hr) for the designated return period and time of concentration
A = Watershed area (ac.)
C => Estimate C based on watershed content and soil type from
Table 2: Rational Forumla C Values. (C=.35 is a common estimate)
1(25) Find tc = [L^3/H] ^.385 tc = Time of concentration
---- L = Hydraulic length of the watershed (ft.)
128 H = The elevation change of the watershed (ft.)
Use tc to find rainfall intensity (in/hr) from graph.
'Never use tc< 5 min
A => Calculate total area of watershed
Pipe 1
C=
1(25)=
A=
0.65
8.5
0.22
Q(25)=
I(10)=
1(50)=
1.22 cfs
7.6 Q(10)=
9.2 Q(50)=
L= 300
H= 4
tc= 5.000 min
1.0868
1.3156
Use Q(25) and chart to find diameter of culvert with HW/D - 1.0
(Use column 1 on the chart)
Pipe Size (in)= 18
HW/D= 0.30
Inv. In= 257.00
Inv. Out= 256.60
Length (ft)= 56
Slope= 0.50%
V(10)= 5.5
Apron Size (LXWXD)= 4.5'x6' x12"
Stone Size (in.)= 4
Thickness (in)= 12
Type Rip Rap CL. A
' ??pUt JbF„?°
v y?t•:!- •a
s =?
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! P?? ?Ct,?? .
R+
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Pipe Z
C= 0.65 L= 880
1(25)= 8.5 ` H= 22
A= 0.35 tc= 5.982. min
Q(25)= 1.93 cfs
1(10)= 7.4 Q(10)= 1.6835
1(50)= 9 Q(50)= 2.0475
Pipe Size (in)= 18
HW/D= 0.48
Inv. In= 235.50
Inv. Out= 235.00
Length (ft)= 56
Slope= 0.50%
V(10)= 6.1
Apron Size (LxWXD)= 4.5'x6'x12"
Stone Size (in.)= 5
Thickness (in)= 12
Type Rip Rap CL. A
Pipe 3
C= 0.35 L= 1800
1(25)= , 7.2 H= 42
A= 11.3 tc= 10.658 min
Q(25)= 28.48 cfs
I(10)= 6.4 Q(10)= 25.312
1(50)= 7.9 Q(50)= 31.2445
Use Q(25) and chart to find diameter of culvert with HW/D <='1.0
(Use column 1 on the cha rt)
Pipe Size (in)= 36
HW/D= 0.85
Inv. In= 210.50
Inv. Out= 210.20 ta,sa;. a ,
Length (ft)= 06 e
??
,za.oc??9
°r2•'ar

Slope=
0.50% q?
?
?
,
F. R .^•:3. ? ?M
V(10)= 6.3
A pron Size (LxWXD)= 9'x18'x18"

? Stone Size (in.)= 6"
Thickness (in)= 18"

Q . ?
'
?
?' 6 T
? fir`
`?? O`•?q
?
i
.
.
Type Rip Rap' CL.' B Q.?`
i
Pipe 4
C= 0.35. L=
1(25)= 8.3 H=
A= 7.05 to=
Q(25)= 20.48 cfs
1(10)= 7.3 Q(10)= 18.01275
1(50)= 9 Q(50)= 22.2075
Pipe Size (in)= 30
HW/D= 0.95
'Inv. In= 201.00
Inv. Out= 200.70
Length (ft)= 48
Slope= 0.50%
V(10)= 5.8
Apr on Size (LxWXD)= 7. 5'x18'x18"
Stone Size (in.)= 5
Thickness (in)= 18
Type Rip Rap CL. B
i
Pipe 5
1250
11 56
6.261 min
C= 0.35 L= 1850
1(25)= 7.3 H= 46
A= 7.57 to= 10.622 min
Q(25)= 19.34 cfs
1(10)= 6.4 Q(10)= 16.9568
1(50)= 7.9 Q(50)= 20.93105
Use Q(25) and chart to find diameter of culvert with HW/D <= 1.0
(Use column 1 on the chart)
Pipe Size (in)= 30
HW/D= 0.90
Inv. In= 206.50
Inv. Out= 206.20
Length. (ft)= 52
Slope= 0.50%
V(10)= 5.7
Apron Size (LxWXD)= 7.5'x15'x18" f?' 4
m o

Stone Size (in.)= 5 l
y?ri?
p r `put
a ?,
I Thickness (in)=. 18
Type Rip Rap CL. B
•
s
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40 z.D TY P E

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HEADWATER SCALES Z1.l3
REVISED MAY 1964
SURE" CF PUSLSC ROAUX 4^111. MOM
-DWX-T A QEPTh FOR
CRETE • IPE. CULVERTS
H IN ET CONTROL
?tDQ? LL
1 -
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132.

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4.
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REVISED MAY 1964 WITH INLET C ONTROL
writ.Au o r t?usuc ttowt?s 40A To=
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158 Q,000 EXAMPLE (2) (3)
136

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Silver@
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HEADWATER SCALES 253
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too ? 101000
168 a'000 UAMPL£ t ?) CZ} ?3}
15.6 61000 a-A2 1¦che¦ (3S toet)
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30
30
(1) silvers age with
w _
33
Gee*" *ad with W `.i
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27 're)estla?
10

24 C .7
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21 5 hoclserttally to xelo.,(1),-tMa.
4 asa-strollat IRctin¦d.lin¦ thrordh
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12 -KEA.DW TF-R QEPTR FOR
-CONCRETE -PVPE CULVERTS
H£AawAT t SCALES zss
FMVISM MAY 1464 WITH INLET CONTROL
WRE" of tntoua ttO&M .urc to=
Nrrrh Pm.nrsn fi?rr? ECMDS Vrrrr+n d 3 '78/27?w5 1001 AMICOMPIITED HY' KEVIN f EPRY
PROJECT NAME- SOUIH?OHK SUPDNI.SION_ CHANNEL lA_____.. W-IUJECT NU.' 05015
-pM STAT1DALL4(}1 iiO STAiIDN/HEA(:H: DHAINAG FiE?d;@ IQk2LiN fF,EDUENCY'?
HYDRAULIC RESULTS
Dl q.
ldsl Peektbn
Perbdlta+) Vencuy llp+ aea Tsg.nl
I Hvam
Redugltl Narmd
DeplhIN
127 20 aSS 3.78 0.53 1.12
3751-a 0411
S -aQ200u, an
1' ad wum -awn T1
LINER RESULTS
Not to Scale

Ree
ch Meting iyge
laGayAwvsis VegV&, nLh-ctacuu
Parrv++he
Cakaleted
5Nety Factor
Remake
_ Slane Pall m Fhaee CJ- Type Derv+y Sheer 511-
Wl Shear S4ea
(psi) -
Sumgnt S75 Umeoelaled 1.55 1.10 1.11 STAELE
Slam D
HYDRAULIC RESULTS
Dachnfge
ldsl Peak Flow+
P.ndlFssl Velocity llpsl Nea 1:4111 Hyde.-
Ra&.ptl Namel
Detxhlnl
1.3 20 1.66 M 024 051
1 INFR RESULTS
(-a OV
S . 0.0250
1? Bouae ZO1
X333 UUUU
Width • 0.00 ft
Nd to Scale

Reach Mattnq lype
lahdny Malysis VepetMton Chaactensoc:
Pnmuble
CalcdMed
Solely Fecla
Remerks
Slade Pattern Phase Gass Type Demey Shea 5""
Ip=p She. 54e.,
Ipol
SU.gM S75 Unvevetated 1.55 0.60 1 °5 STA61-E
Slade D

HYDRAULIC RESULTS
Dtscnage
Id:) Peek Flow
Periodl+sl 'i,"(Ips aea ljanl Hyrieulc
Raduspt) Normal
Depth(fl)
3.0 20 2.23 1.31 0.32 0.67
S75 (?
S-0.0275
B o tom
lI Width-0.00 ft
ZD Nat to Scde

Reach Mattrg Type
IabiRy Analyse VegMa?on (haactemocs
Pnmissble
(:dalded
Salety Factor
Remake
Staple Fattern Phase Gass type Denssy SMa Stns
Ip=tl Shea Sliess
Iv+B
Straight S75 Umegetated
U 1.?i5 1,15 1.5 STABLE
Stap
, D
."J .AC4iess JAD M p:llwww cbreview.com.
Ut:charge
Idsl Peek Fbw
Pnipolfss) Vekxary llDS1 bee ls0.lU Hydau4c
Rad ssllI Normal
Deoth hll
251 20 5.92 L24 056 1.19
t INFR RESULTS
P700I?
S ° C.C250
t Wdth 0.00 It 201
Nat Ip Scale

Reach Mmtng type
?Iab?lty Analyse Vegetat-Qbmci-b.
Parmissble
Calculated

Safety
Safety

Remarks
Staple Patten Phase Gass type Dersslty $?pShess
Iwo Shear $Iress
Ip+fl
St,.,*k P300 Ve;etau- 2 D Ma 5075[ 7.00 1.85 177 STAELE
SledaE Sd Clav Loam 2000 0.774 259 STAELE
u.. °lihc:[Srs{;]httD://www. dpreview comb. 2??
HYDRAULIC RESULTS
Discharge
(dsJ Peek Fb:
Per od (hJ VebatyBps Area (s?.ItJ HydeuYC
Rad u(It Namd
Depth BtJ
131 Z.0 5.39 Z43 aQ a9o
LINER RESULTS
Nat to Sce7,

Reach Mattnq Type
tabidy Analyse Ve9etalm Lhnacteastcs
Pnmssble
CakJned
Safety Fectw
Remake
Slap, Pnlem Phase Li- type 0-ty Shen Stress
Ipsll ShearSt,-
(psl)
SUaioht P300 Veoetatim 2 D Mu 5075% 7.00 1.E9 4.15 STABLE
Stage E Sd Oay loam 2000 0.817 236 STABLE

P300 6-0.0271
5-am
La Wdh-QOO II• 201
?'.y 'Ai.41ms ?htfi:llwww dcreview ctxn " . +: LS ?.?:?:3M w?fi. _'?L I..?A.
MhAn.rcnn Grnn E0MD5 Ve?srn/3 _ _-A77/21105 1130AM UMPUTEO NV' KEVIN HERRV
_
HOJFCT NAME' SOJiHFORKSUPOMWIN_DIANNELF UJE CT NU.:_05015
?Uh?S].AIIQN/HF_,?f]{' _ __T _S TATI02/fiLAQR ?IAI.LlAG t1Fi,Ll?Q21 AC DE,$1GN EHkgUJNOY:
HYDRAULIC RESULTS
S)51
S . 00300
11 'Walsh-000 fl' 201
Ducharge
Idsl Peek Fbw
PeriodM+I Vebary llD+ Nee (sglll Nyheusc
Radwllll Normal
Deghlltl
1.2 20 7.71 Q69 Q23 0.18
INER R C T
Not to Scale
Reach labiky Anely:n Pnmla=ble Caksieied safety Peaa Remeks
Maltmq T}pe YegnlMicn Chnaclenzncs

$laDln Pauem F'he=e Ck+a Type Dernny Shen Slress Shear $bes=
Iv=0 ID=0
Seu¢t 575 Urreoctated 1.55 all
1.73
STAEIE
$teWe D
?? ,,?j ?} Y+ L=' l IAcl3 ass {?] httn:llwww ciGreview mm ? ??
aIh Am--G-m. ECMDS V--l.3 9/,77JDti_'11:33AM [COMPUTED BVKEVIN BEHHV.._
VHUJECT NAME_SDUIHFDRK SUODNIS ION •CHANN 111 PROJECT NU_' DS:mS
LUP±SjA, IU& CH -LO31FjjI0.N/H El?g1: ?141NAGE?FjEA: aOAC _D?SIGN F?E,CIUENLY:
HYDRAULIC RESULTS
I(S-75 (n-0.0391 I
00.5 20 232 4.52 0.58 1.73
I
S -1.0075
JI
? Bosom
' Widdh-0.00 It
201
Discharge
(GsJ Peek ybw
Peliodlhsj Vehaly Opsl Area (syllj HydaW?c
Redus(Iq Namd
Dept hlIt)

LINER RESULTS
NG I. Scab

Reach Mallag type
5ladti1y Analysis Vegelamn Chaactnntcs
PnmissiLle
Cak;uWed
Seley Fecla
Remarks
Staple Pan- Fhase Gass Type Danay. Shea Slrex
fp-0 Shear Strecs
ID=0
Suaiaht 575 Umegetated 1.55 1.57 270 S7AELE
Staple D
wth Amman Orem•ECM DSV--4.3 '.8126120135 1148 AMCOMPUTR) BY: KEVIN BERRY
HUJECT NAME' SOUL HiOHK SUdOMSION6tANNEL9 __ _ HOJECT NO._05015_
ION/H Ef_(}i' NAINAGE AFI,EA 231 AC ?!ZE_SIGN?EgUENCY:
TATIUN/ji.EkQi OSTAT
HYDRAULG RESULTS
575 h.47.G7)
5 - 0.0275
dtS h ttoG
1 ? W• 0-.00tt
1
?e
Not to Scale
Duchage
Id:I HeeK Fbw
PenodR.al Vebaty ltps! wea lsyl;l HydauHC
R.3rcPU Normal
DedhOtl
6.1 20 281 215 010 005
I INER RESULTS

Reach M attrp type
?tebky AneWsu - Vegmatrm t]wacternncs
Pmnessble
Cdudated
Safety FaGw
Remake
Stale Pmtem Phase Class Type Dernity Shea Stteas
(vf0 Shem Stress
Ivftl
Straio`d S75 Urnegetated 1.5 7.45 1.07 STABLE
Slade D

tLtfess JjD httD:llwww dp?eview.com ? ??.
oath Amercan G.m•ECM0s V-43 P/2U2005 1749AN MUTED RY:_. KEVIN REHRY
_HUJEC7 NAME_SlIU1HfOHKSU9VN`SIDN.C)IANNEL70 _ HOJE CT ND__US 015
?MAil N/ __ N SIATIO Jj,/ EACH' Fi.W_NAGE AR E?: 0 ?C QE?GN FHEQUEN?.I': I
HYURALI I RESULTS
D-,r.ge
(dsl Peak flow
Period IN-) Velocity Oqs Are&(sq.ltt HyBausc
Raius(It) Normal
DepIh IICI
1./
1 20 1.76 0.00 0.21 052
S75 (r A(MI
S-0.101275
Boeo
tl 'Width•O.OOR1
LINER RESULTS
Not to Scale

Reeris Mathnp Type
?tabddy Analysis VeOetaton L}smacterehcs
Permissble
Cakvlaled
Safety Pecla
Remarks
Staple Pattern Phase Cl- Type Desttay She-Slows
laell Shea Suess
a=0
Suai4ht S75 U-orated 1.5 088 1.75 STAELE
Slade D
P4,11 ,A-- G,..- ECMDSV.rs,cm l_3_ _'.R772555_-.11-55AM wput ED BY- KEVIN PEHHY
_H(JEECI NAME! SOU I HFOHK_SUCOM90N-CHANNEL II _ __OJECT NO. 05015
' i $-j AIA ION/HE?C]j; _?itIAGE AREA: 4.??C RESIUlI, j U.L1E.jJ,?: _ -
FTJUH 5TATjQN/HFAQj'
Disctar0o
(J,, Peek Pbw
Per od (hs) Velocuty (Ips) Area (salt) Hydeuhc
Rad-Pal ll and
Dedh(It)
mo 20 215 4.89 0.60 1.28
6751r?0071
S - 00075
Bolt
1? Width O
•.LO Itt 201
LINER RESULTS
Not to Sole

Reach Manng lype
?Iahikty Analysis Vegetalron Ch-ten :-
Permxsble
CalcJaled
Safety Facto
Remarks
Staple PeUern Phase Class TMp Densay -SFien Stress
Pell Shen SUesx
(p"
Su.i*4 S75 Urrvegetated 1.55 0.60 259 STAELE
Slade D
NMhA-can I- ?EIPUS V_nepn/.3 _9/2672005.,: 12.OU PM,AMPI I 1 ED BY KEVIN FERRY
ROJECT NAME. SOUTHFURK SUBDIVISION - CHANNEL 12 ROJECT NO 05015
FHOM STA I /REACH (LSTAT ID I?j/ EgCH' HAMAGUFE&-Q 62 F.C DESIGNF q!J EFICY:
HYDRAULIC RESULTS
Discharge
Ids) Peak Flow
Pu od (hs) Veloeaytlps Atee tsa.It) Hydauhc
Radus(It1 Namal
Depth (it)
3.5 20 2.23 1.57 (137 0.79
S75 (n-0.D48)
S -(10200
1 Ln eou? I 1
Width -ao0It
?Df
LINER?SL?LTS
Not to Scale
Matting type Vegetation Dwadernon
Reach ?lab3+y Aneysu Pcrrvssbk CakJated Solely Fads Rertwks
S lade Patlem PMse Cless type Density Shea Slmas Sheer 56ess
Ip=n tp=n
SUaIgM S75 Unrequated 1.55 DS9 1.57 STABLE
Slade D
26/ZIXb _'. 1I 59AM COMPUTED BY' KEVIN BEHHY
dlhtwroan Gm-? ECMUS Vasers s 3 1B/
HWECT NAME- 50'JTHF(IHK SUHDMSIUN-CHAN NEL 13 HUJECTNO-05015 i
KROH STA N/ EAC}j_? i 13T ATIDNMEeCH },iP.IN4G, AHE Q12 AC DE51GN FgES7UE 61
HYDRAUUC RESULTS
575 (a-0.6191
5 - 00256
' BoUan ?JI
T Width • 0.00 R
ZO'
Not to S We
Diuhage
Id:j Peak fbw
Pmkd p,r:j Velocdy Qps) fuea (:alry H}dauYC
Rarsus6q Namal
Deph Qtl
(.i5 20 210 1.46 Q35 0.76
LINER RESULTS
[P3O Ip.9

Rea:h Maltnq Type
SIabIlyAroysc Vegelaacn (haactmmtps
Pmmissb7e
Cak:ulaled
SaletyFeda
Remake
Stale Pauem Ph.. Cl- Type Demny Shea Suess Shear Slrms
SUagM 575 Unregetated 1.55 1.19 1.30 STA6LE
Slade 0
drh Am—nn G-en•ECMDS Vcsrcn l.3 372SJ20O5 0135 PM-DMPUTED BY KEVIN BE RRY
__[UECTNAME_SUJIHFDRK_SUBDN151UN-CH4NNEL, 14 _ _ HDJECTNU.; 0:1015_ i _
FlaUTAT IDN/R�ACk1: 05 ATlQa6HEACH: "HAf9AgUt EA 03 C D'_11LNFR Eal16CY:
HYDRAULIC RESULTS
Drstlwge
Ids)
Peek Fow
Poo e.)
Velocity (Ips
I
Mea Iaq.Il) HydaWc
Redus(It)
Namd
Dedhpt)
0.8
20
1 237
1 0.76 0.27
0.62
(I S751n-0.0521
I 1
S • 0.0100
1'3D wa0h:a00n1 T�1
Not to Scale
LINER RESULTS
Maung typeVegetaWn Characlemocs
Reach laboy AnelYsu P",.ble CelcU t d Solely Fecla Remak.
Staple Pattern Phase Class I -e Density Shea Sliest Sheer Sliest
Iwo (ptl)
Sha*4 S75 Urnegelaled 1:5 1.54 1.01 STABLE
Slade D

oith American Gie -ECMDSVersmn 4.3 78/2772M5 -O1.-3BP1.1 OMPUTEDBY- KEVINBERHY
HOJECTNAME_SOMHFOHKSUSDMSION •C1i4NNEL IAA _PROJECT NU,'_05015_
FjQNsS A 0 / c'ACH: 0$TA1J,U?/?F EACH' iLWNAG.L[REA-423AC DESI?iN?REOUENLY'
HYDRAULIC RESULTS
Disdmge
Idyl Peace Fl w
Pariod[hrsl Vekxrtyltps Area(s4tU HyAaufic
Radea(lll Normd
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Page 1 of 1

http://www. granvillegis. org/granGISweb/printPreview. aspx?PrintOptData7-Granville%20... 3/26/2005
Disclaimer. This map is prepared for the inventory of real property found within this
jurisdiction and is compiled from recorded deeds, plats, and other public records and I Mao scale
1 inch - 993 feet
data. Users of this map are hereby notified that the aforementioned public primary Grid based on the North
information sources should be consulted for verification of the information contained Carolina State Plane Coordinate y
on this map. The County and the mapping companies assume no legal System, 1983 North American
tY Datum.
responsibilities for the information contained on this map.
Mor:day, May 09, 2005 9:44 AM Wynn Construction, Inc 919 526 4145
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LA4
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SUMMIT
Consulting Engineers
January 6, 2006
Laurie Dennison
Division of Water Quality
401 Wetlands Division
2321 Crabtree Blvd.
Raleigh, NC 27604
Subject: Southfork Subdivision
Granville County, NC
Dear Sir/Madam:
1000 Corporate Drive - Suite 101 - Hillsborough, NC 27278
Telephone [phone] - Fax [phone]
2 0 0 6 0 0 6 1
Southfork Subdivision is a 143 acre subdivision in Granville County, NC. There are two stream crossings in this
subdivision. We are submitting all necessary documentation and plans for approval of these impacts.
Should you have questions, please contact me at [phone].
Sincerely,
Alan Pytcher
Summit Consulting Engineers
JAN 9 - .2006
a Mo sT?
DWQ# Date Who Reviewed: P', 4t, /dw)-l-,
Plan Detail Incomplete -
°? n? ??P nrovide a location mantes t sec . ?C-
Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site
Dvp? lan J a-J r)'t
.5.14ej -f,) /,-\ GCSsfc -', ci 7s l L
? Please show all wetland impacts including fill sloe on the site plan.
I (y /4 Lo ( i?-, I
Please?m?ie ? l buffer impact on the site plan. -ies a_55d'f
? Please indicate proposed lot layout as overlays on the site plan. I U L G ,J?
i icate t o ocation o the protecte e
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.
12Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
Please indicate the diffuse flow provision measures on the site plan.
a e indicate whether or not the proposed impacts already been conducted. ?e c Lr
qx- of tiSr?? u ?? yon ?e??/',,•, e Cf Fo??? C.eeY,?,??-
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Pl:ase complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
? Please submit electronic CAD files showing via email to [e-mail] and CD.
11'Iy'tigation 1 _1, -- `?7 '?,e s-v, Aa ?t j Grp
mpeu mitigation Zsrreuired for this project. b 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.
? l 12, C' ? I a,??_'A, - ? \()\.j

DIMS )&\S cyn? p(D? ?. , A? ), i

o Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
v Print your name and address on the reverse
so that we can return the card to you.
® Attach this card to the back of the mailpiece,
¦ r.i-?-tui.i7_CL'_`1.1F4?d?L'L'CS?/I;_?i/.? [=1?,11,?itd
A. Signature
X
J`
B. Received by (Printed Name) C. D?
? Agent
0 Addressee
?te
or on the front if space permits. ! +c' ` , ;_
D. Is delivery address different from item 17 ? Yes
1. Article Addressed to: If YES, enter delivery address below: ? No 1
Mr. Bill Wynn-Wynn Construction
Crosswind Properties LLC
1696 Hayes Road
Creedmoor,NC 27522
' DWQ# 06-0061-Granville
3. Service Typo
Certified Mail 0 Express Mail
? Rogisterod Return Receipt for Merchandise
? Insured Mail O C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number
(Transfer from servlco labeo _
PS Form 3811, February 2004
7005 1160 0000 9954 8607
Domestic Return Receipt
102505-02•M•1540
UNITED STATES POSTAL SERVICE First-Class Mail
j Postage & Fees Paid
i LISPS
Permit No. G-10
i ,
• Sender: Please print your carne, 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