20060263 Ver 1_Complete File_20081107

�0F WATFgQ Michael F. Easley, Governor
(r William G. Ross Jr., Secretary
r- North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
November 7, 2008
DWQ EXP No. 06-0263
Johnston County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Fred Smith Company
Attn: Mr. Donnie Adams
400 Riverwood Drive
Clayton, NC 27520
Subject Property: Buffalo Creek—Phase 10
EXPRESS REVIEW PROGRAM NOTIFICATION
Dear Mr. Adams:
On March 10, 2006, the Division of Water Quality (DWQ) issued your 401 Water Quality
Certification and Authorization Certificate per the Neuse River Buffer Protection Rules as
required to construct the Buffalo Creek Phase 10 project on the subject property. Within the
approval letter that you received, there are conditions that read:
1. Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in
writing at the letterhead address within ten (10) days of the commencement of
construction.
2. Certificate of Completion
"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." Please 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.
This is a part of the Express Review Program that is required to ensure compliance during
construction and post construction. Therefore, if you have begun construction of your project or
have completed your project, you are required to notify this office in writing by January 1, 2009.
401 Oversight / Express Review Permitting Unit t NoatuurthCra��na
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

Fred Smith Company
Page 2 of 2
November 7, 2008
If you do not notify this office in writing and construction has started, you are in violation of the
Water Quality Certification Rules as required by 15A NCAC 21-1.0507(c).
This letter is to notify you and make you aware of the conditions that are in the Water Quality
Certification issued within the Express Review Program. Please call Lia Myott Gilleski at (919)
733-9502 if you have any questions regarding this matter.
CBK/lmg
Enclosures: Certificate of Completion
iew Permitting Unit
cc: File Copy
Matt Matthews, DWQ Branch Manager
Bob Zarzecki, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: 060263BuffaloCrPh I O(Johnston)EXP+NOT.doc

O?O? W AT ?qQG
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 10, 2006
DWQ Project # 06-0263
Johnston County
Fred Smith Company
Attn: Mr. Donnie Adams
400 Riverwood Drive
Clayton, NC 27520
Subject Property: Buffalo Creek-Phase 10
UT to Buffalo Creek [030402, 27-42, C NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Adams:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 119 linear feet of stream as well as 9,347 SF of protected riparian buffers
[5,901 SF of zone 1 and 3,446 SF of zone 2] for the purpose of constructing the above-referenced project
as described within your application dated February 24, 2006, and received by the N.C. Division of Water
Quality (DWQ) on February 24, 2006. After reviewing your application, we have decided that these
impacts are covered by General Water Quality Certification Number(s) 3402 (60402). The
Certification(s) allows you to use Nationwide Permit(s) NW39 when issued by the US Army Corps of
Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to
the protected riparian buffers per 15A NCAC 213 .0233. In addition, you should obtain or otherwise
comply with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control, and Non-discharge regulations. 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 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.
_?r C? Ila
40 1. Oversight/Express Review Permitting Unit 1urQ ]}y
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 ??
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htty://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Buffalo Creek-Phase 10
Page 2 of 4
March 10, 2006
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification are met. No other impacts are approved including incidental
impacts:
Amount Approved (Units) Reference
Stream 119 linear feet PCN page 4
Zone 1 Buffers 5,901 SF PCN age 7
Zone 2 Buffers 3,446 SF PCN page 7
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur. -
3. 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.
4. 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 15A NCAC
2B.0233 and GC 3402.
5. 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.

Buffalo Creek-Phase 10
Page 3 of 4
March 10, 2006
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.
6. Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be- found at http://h2o.enr.state.nc.us/su?Forms Documents.htm.;
7. Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing
at the letterhead address within ten (10) days of the commencement of construction.
8. Certificate of Completion
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.
Buffalo Creek-Phase 10
' Page 4 of 4
March 10, 2006
j
1 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. 27.699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Water Quality Certification and Riparian Authorization
Certificate (associated with the approved buffer impacts) shall be referred in writing to the Director for a
decision. The Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse Riparian Buffer Protection Rule as described within 15A NCAC 2B .0233. If you
have any questions, please telephone Cyndi Karoly or Cynthia Van Der Wiele at 919-733-1786.
AWK/cvdw
Enclosures: GC 3402
Certificate of Completion
Sincerely,
?W.Klimek,P.E.
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
DLR Raleigh Regional Office
File Copy
Central Files
James Dasher, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: 060263BuffaloCrPhl OJohnston)EXP+401 NBR
p?pF VIA ?Fi4QG Michael F. Easley, Governor
William G. Ross Jr., Secretary
t' North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
1 Division of Water Quality
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: James Dasher, S&EC
Donnie Adams, Buffalo Creek, LLC
Fax #: [phone]
553-1326
Subject: Buffalo Creek
Number of pages including cover sheet: 12
Notes or special instructions:
r7ga,xd,.1&7, 2-00(,
Date: Febt A6
The original will be sent in the mail. If you have questions please contact Cynthia Van Der Wiele at
919-715-3473 or Amy Chapman at 919-733-9502.
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: httl2://h2o.enr.state.nc.us/ncwetlands
?4r Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer- 500% Recycled/10% Post Consumer Paper
•
To: DWQ
n: NAO'JAA Nr W&
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We Transmit to ou Herewith•
Transmittal DEW-VATER QUALITY
`r (Al;bSpFaDSTC;t`:;i, iERGPv,P,CH
Project °lgfol.WY, Date: 3 a 0&
Project Name: Bu=0 `4c-
o tP - o a to 3
File:
Y
? Drawings ? For your information and files
? Specifications ? For comment or approval
? Brochures or photos (Returned for correction, resubmit
? Correspondence ? Approved as noted
d As per your request
Under Separate Cover:
? By mail
a By courier
? • By express
No. Copies Document No. Date Description

5 -- ? a o? es s ? o?
Moore-

Remarks:
If enclosures. are not as listed as above, kindly notify us at once.
By. 001x1 10 ht?l YJ k
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone:; [phone]
Fax: [phone] Fax: [phone]
Soil & Environmental - p , PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Pho . ( 6-5900 Fax: [phone]
www.SandEC.com MAR 9 2006
•
Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
9 March 2006
S&EC Project # 9961.W2
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
RE: Response to the 7 March 2006 Request for More Information Ur
Buffalo Creek Subdivision, DWQ Exp No. 06-0263 ® L9 k?5 ? Viaa
Clayton, Johnston County, North Carolina
MAR 9 2006
Dear Mrs. Karoly: q p-'NAnTER { puU
L'Et' R '' I F y
On 7 March 2006, S&EC received a request for more informationt Toni Np ok& regat Jiffy,
DWQ Project No. 06-0263. The purpose of this letter is to provide information requested in that
correspondence. Specifically, the request asks that the applicant provide the following:
1. DWQ has received the worksheets for level spreaders 5 and 6. However the lengths indicated
on the worksheets do not match the level spreader table on Plan Sheet 5 of 6. Please correct
this discrepancy and send in the revisions.
Attached, please find the revised plan sheet.
This additional information addresses the request you made and should be sufficient for approval of
the proposed impact to 119 linear feet of stream channel and adjacent stream buffer. Please contact
me at this office or by e-mail (jdasher(uSandEC.com) with specific requests if further information is
required.
Sincerely,
C?iiJ??o ???o?(ICdu
James Dasher
Environmental Technician
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
March 7, 2006
CERTIFIED. MAIL: RETURN RECEIPT REQUESTED
Fred Smith Company
Attn: Mr. Donnie Adams
400 Riverwood Drive
Clayton, NC 27520
Project Name: Buffalo Creek Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Adams:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ EXP No. 06-0263
Johnston County
On February 27, 2006, the Division of Water Quality (DWQ) received your application for a 401 Water
Quality Certification and Neuse Riparian Buffer Authorization. The DWQ has determined that this
information is incomplete. Please provide the additional information requested below in order to
prevent denial of your application as required by 15A NCAC 2H.0506:
1. DWQ has received the worksheets for level spreaders 5 and 6. However the lengths indicated on the
worksheets do not match the level spreader table on Plan Sheet 5 of 6. Please correct this discrepancy
and send in the revisions.
Please respond within three (3) days of the date of this letter by sending five (5) sets of this information in
writing. This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please call Cynthia Van Der Wiele at [phone] if you have any
questions regarding or would like to set up a meeting to discuss this matter.
Sincerely, ? ? ? •,? _
Cyndi Karoly,
401 Oversight/Express Review Permitting Unit
CBK/cvdw
cc: DWQ Raleigh Regional Office
File copy
Central Files
James Dasher, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
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.no.us/ncwetlands
NOne Carolina
Nturali'm
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Soil & Environmenta
11010 Raven Ridge Road • Raleigh, North Carolina 27614
www.SandEC.com
Transmittal
Mn' ,l IMi Yf of LI
We Transmit to you Herewith:
To: ? Q
Project #
WJ Date: 3 .'2- Ob
Project Name: 2u f&Jo Crez-K-
File:
? Drawings ? For your information and files
? Specifications ? For comment or approval
? Brochures or photos ? Returned for correction, resubmit
? Correspondence ? Approved as noted
E?`As per your request
No. Copies Document No. Date Descri to ion
Under Separate Cover:
? By mail
D' By courier
? - By express
Remarks:
If enclosures. are not as listed as above, kindly notify us at once.
By. Clau) I aoiud k-A(,A,_
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone:; [phone]
Fax: [phone] Fax:. [phone]
Soil & Environmental Consultants, PA
11010 Raven Ridge 'Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250; .
Raleigh, NC 27604-2260 i
,Y
RE: Response to the 27 February 2006 Request for More Information
Buffalo Creek Subdivision
Clayton, Johnston County, North. Carolina
Dear Mrs. Karoly:
On 27 February 2006, S&EC received a request for more information from your office
regarding DWQ Project No. 06-0263. The purpose of this letter is to provide information requested in
that correspondence. Specifically, the request asks that the applicant provide the following:
I . Full-size maps, including level spreaders and sediment basins;
2. Worksheets for level spreaders 5 & 6;
3. Impervious surface area calculations;
4. Inlet/outlet velocities and protection;
5. Sediment basin specifications; and
6. A different OMA:
Attached, please fmd a larger version of the map submitted with the original application packet.
Included, please find a new Operation and Maintenance Agreement (OMA). In addition, we have
provided worksheets for level spreaders outside the range of the proposed 119 linear feet road
crossing, a sheet with inletloutlet velocities. Please note that a table with the temporary sediment
trap specifications is available on the overall map.
Finally, you should also find impervious surface area calculations. These have been revised upward
slightly (a little less than 1 %) due to inclusion of driveways. Thank you for your attention to this
oversight. Revised impervious surface area amounts therefore should increase from over 5% to
approximately 6% of total surface area on site.,
This additional information addresses the requests you made and should be sufficient for approval of
the proposed impact to 119 linear feet of stream channel and adjacent stream buffer. Please contact
me at this office or by e-mail (jdasherna,SandEC.com) with specific requests if further information is
required.\ l?
Ja es asher
?Ivyonrnental Technician
2 March 2006
S&EC Project # 9961.W2
DWQ Exp No. 06-0263
DWQ F reject go
DIVISION OF WATER QUALITY - LEVEL SF'READERWORKSHEET
L' PROJECT INFORMATION (please complete the following information):
Projoct Name: dg?.??v eS1rA4'#-
} rrZ7-??,
Contact Person w4?i, ,d59eVAj5_ Phono Number.
Level Sprcador ID:. - $ J5 Level Spreadar Length ? 30 ft.
Drainage Area 019 ac
impervious Area 01 3 ac
Maximum Filter Stripy Mar Slope 7- %
grass
:flax Discharg a from a 10 `f ear Storm ?• x cfS
Max. Dischargo to Level Spreader ?- cis
r -iltor Strip.Suffer Vegetation ';PraA 6R*drao
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-sde drainage to the level spreader).
(6% far forested leaf littler cover 8 y6 for thick ground cover)"
(thictground oover or grass canopied forest with leaf litter
groundcorior)
ire-treatment or Bypass 1441hod J9r -'xWr'a Fr44a
70 F1F7-z'W- tfxe+
• ?'18k f?.t)
It. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate t'he following design requirements have been metand supporting documentation is attached. If a
reglilremoof has not boon met, afiach an exptsnation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BtAP, design calculations plans and specifications showing alt BMPs and outlet structure details a detaued
drainage plan and a fully exocutod operation and maintenance agneomert. An incomplete submittal package will result in a request fof
additional information and will substantially delay final review and approval of Ire project
p licants Initials
Level sp reader is at least 13 It per cfs for thick ground cover or grass or 100 it per cfs in canopied forest with leaf
liter.
?? Fire-Form y tour Holes are on fat slopes only
-_NO structuros are located in protected buffers"
If bypass method specified in the Draft Level Spreader Design Option Document.
melnod is specified (if applicabio) and plan details and calculations are provided
to to level spfeador and subsequent lifter strip is hydraulically and spatially soparato from the bypass
discharge
No structures are located in protocted buffers.
Plan details for the bypass and outlets are provided.
.The operation and maiMenance agreement includos annual erosion and vegetation repair.
The operation and maintenance agreement signed and 110t3riled by the responsible partyis provided
4 Level spreaders in series can bo used on slopes of up to 1535 in forested areas with loaf littler cover or on slopes of up tD 25 Y* in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas In any event the second level Spreader can lot to located in Zone t of a protected buffer area •
DWQ project No
.DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORM TI01
Project Name :
Contact Porson,
Level Spreader ID. ,
Level Spreader Length
Drainage Area
Impervious Aroa
Maximum Fitter StripJBuffer Slope
grass
Max Discharge from a ID Year Storm
Max. Discharge to Level Spreader
Filter Strip8ger Vegetation
Pre-treatment or Bypass Method
tholoflowing information)

_ 21? - it. (perpendicular to flow)
20-4:5 -ac; (on-site and off-site drainage to the lavel spreader)
_jp, 3 _ac (on-site and off-site drainage to the level spreader)
% (6°/. for forested leaf littler ooyor 8 i6 for thick ground cover)''
5.7 cis
5, '7 cfs
Ire ,sea (thick ground cover or gras< canopied forest with leaf litter
Ca ,4'C' groundcoverj
a/reu:w
TC XXW,0r
11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requiremonts have been, met and supporting documentation is attached. ffe
requkem,nt has not even mot attach err explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations plans end specifications showing all BMPs and outlet structuro details. a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package i0l result in a request for
additional information and will substantially delay final review and approval of the project
A I'rca Initials
Level spreader is art least 13 R per cfs for thick ground cover or grass or 1001 per cfs in canopiod forest with loaf
utter.
14/04 Pre-Form Scour Moles are on flat slopes only
No structures are located in protected buffos"
If bypass method specified in the Draft Level Spreader Dee ign 0 ption Document,
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsea vent fifter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected butfers_
Plan details for the bypass and outlets are provided
Tho oporation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsibte party is provided
" Level spreaders in series can be used on slopes of up to 15% in forestod areas with leaf littler covor or on slopes of up to 25ye in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas In any event the second level spreader cannot be located in Zone 1 of a protected buffer area
Buffalo Creek - Phase 10
Impervious Area
Streets 3250 It and 2 cul-dc-sacs ' 73 700
Houses 57 Q approx 1500 sf each 85 500
Driveways 57 @ approx 1000 sf each 57,000
Total Impervious Area 216,200

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LEVEL SPREADER OPERATION AND -MAINTENANCE AGREEMENT
The level spreader is defined as an elongated level threshold designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established. level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every rponth and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if roquired.
b. Inspect level spreader(s) for evidence of scour, undercutting settlement of the structure. and
concentrated flows downhill from the level spreador(s)
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level' spreader surface
e. Repair eroded areas and replacefreplant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic it shall be repaired immediately.
3. Inspect and repair the collection system (e.g. catch basins pipes swales. riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the.maintenanee
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party
?____,?gC? r??ttT/.ei
Print name:
Title: 11dlr,i? ;e.? G C
Address: 440 'ir??_. 7.5z v
Note: The legally responsible party should not be a homeowners association unless more than 60% of the
lots have been sold and a resident of the subdivision has been named the president
!r*C
I, i? a CC a Notary Public for the State Of
County of J`??„?-Py4 do hereby certify that IYL
poisonally appeared before me this l s? _ day of M Q-A C and acknowledge the due
execution of the forgoing wet (wetland) detention basin maintenance requirements Witness my hand and
official seal,
s4
` ter`
SEAL
My commission expires 'r _ 10
IF -
Page I of' t
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
February 27,. 2006
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Fred Smith Company
Attn: Mr. Donnie Adams
400 Riverwood Drive
Clayton, NC 27520
Project Name: Buffalo Creek Subdivision
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ EXP No. 06-0263
Johnston County
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Adams:
On February 27, 2006, the Division of Water Quality (DWQ) received your application for a 401 Water
Quality Certification and-ieuse Riparian Buffer Authorization. The DWQ has determined that this
information is incomplete. ' Please provide the additional information requested below in order to
prevent denial of your application as required by 15A NCAC 2H.0506:
1. Please provide full-size maps and plans as described in the Addendum including a plan sheet depicting
all of the level spreaders and sediment basins on this project.
2. Please provide worksheets for level spreaders 5 and 6. They were missing from the application.
3. The amount of impervious surface area appears unusually low for the lot size. Please provide a
breakdown of the typical building envelope, driveways, sidewalks (if any), etc.
4. Please provide additional details on the inlet/outlet velocities and protection.
5. Please provide specifications on the sediment basins.
6. The Operation/Maintenance agreement is inadequate to maintain the structural integrity of the level
spreaders. A sample O&M agreerrvnt detailing the minimum maintenance requirements can be
located: http://h2o.enr.state.nc.us/ncwetlands/documents/Sample_OM_ARTeement LevelSpreaders.pdf
Please respond within three (3) days of the date of this letter by sending five (5) sets of this information in
writing. This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please call Cynthia Van Der Wiele at [phone] if you have any
questions regarding or would like to set up a meeting to discuss this matter.
ince ly,
yndi Karoly,
01 Oversight/Express Review Permitting Unit
CBK/cvdw
cc: DWQ Raleigh Regional Office
File copy
Central Files
James Dasher, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
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: hftr)://h2o.enr.state.nc.us/ncwetlands
Ane pfthCarolina
1VNaturally
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper

EXP 061_0k103
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 Phone: [phone] • Fax: [phone]
www.SandEC.com
24 February 2006
S&EC Project # 9961.W2
To: US Army Corps of Engineers N.C. Division of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Jamie Shern Attn: Cyndi Karoly
6508 Falls of the Neuse Road, Ste. 120 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27615 Raleigh, NC 27604-2260
From: James Dasher
Soil & Environmental Consultants, P.A. f) ?1?
11010 Raven Ridge Road ?J
Raleigh, NC 27614
Re: Buffalo Creek - Phase 10 FEB 2 4 ?
nqA. - ST0 Rt
Johnston County, NC vderr,??s?ya?roFF1 T7,
WATER 8WXH
On behalf of the owner, Fred Smith Company, please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers
(USACE) and the N.C. Division of Water Quality (DWQ) that the activities proposed below may
precede under Nationwide Permit 39 and General Water Quality Certification 3402. Please
contact me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name Buffalo Creek
Project Type Residential Subdivision
Owner / Applicant Fred Smith Company
Count Johnston
Nearest Town Clayton
Waterbod Name UT to Buffalo Creek
Basin / Sub-basin 030402
Index Number 24-42
Class C; NSW
IMPACT SUMMARY
Stream Impact (acres): 0.005
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.005 -
Total Stream Impact (linear feet): 119
Attachments: -
Pre-construction Notification (PCN) Application Form
Agent Authorization
Express Review Acceptance Letter
DWQ Buffer Meeting results letter
Flowers, NC - USGS Map
Johnston Soil Survey Map - Sheet No. 2
Site Plan
Impact Map & Stream Crossing Profile
Level Spreader Design, Level Spreader Worksheets, & OMA
Impact Justification Memo
$3,000 Application Fee to DWQ
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
Office Use Only: Form Version March 05
USAGE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable". or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ® Express 401 Water Quality Certification
2.. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Fred Smith Company .
Mailing Address: c/o Donnie Adams
400 Riverwood Drive
Clayton, NC 27520
Telephone Number: 919.427.8327 Fax Number: 919.550.8186
E-mail Address: dadamskfredsmithcompany.com
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: James Dasher
Company Affiliation: Soil & Environmental Consultants. PA
Mailing Address: 11010 Raven Ridge Road
Raleigh. NC
27614
Telephone Number: 919.846.5900 Fax Number: 919.846.9467
E-mail Address: jdashergsandec.com
Pagel of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Buffalo Creek
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1790-85-1658
4. Location
County: Johnston Nearest Town: Clayton
Subdivision name (include phase/lot number): Buffalo Creek - Phase 10
Directions to site (include road numbers/names, landmarks, etc.): The site is located
approximately 4,000 feet west of the intersection of Thanksgiving Fire Road (SR 1720) and
Antioch Church Road (SR 1733).
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.6880 °N 78.3286 °W
6. Property size (acres): ±82 acres
7. Name of nearest receiving body of water: Buffalo Creek
8. River Basin: Neuse (030402)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mus/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is forested agricultural land, surrounded by mixed
aericultural, residential, and forested land.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project will construct a new phase of a residential subdivision. Standard
construction equipment, including heavy equipment for g[ading, will be used in the
construction of this project.
11. Explain the purpose of the proposed work: The proposed project will expand an existing
residential subdivision.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. A previous phase (Phases 7 & 8) of this project was reviewed by NC-,
DWO (DWQ Project #990864), with cumulative impacts under 200 square feet of impact to
Zone 2 of the riparian buffer; the corresponding USACE Action ID 199820580 authorized 0.8
acres of impacts to jurisdictional waters, including 143 linear feet of stream crossing,' under
NWP 26, this impact was revised prior to construction in accordance with DWQ requirements,
and did not occur. S&EC delineated wetlands on site on 31 October 2006. Finally, Mike Moran
of NC-DWQ visited the site on 6 December 2005.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No further permit requests are anticipated at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It-is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed; and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
Page 3 of 8
wetland or stream mitigation, list and describe the impact in Section VIII .below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The applicant proposes one
road crossing to access the site. The proposed road crossing will impact 119 linear feet of
intermittent stream channel and 9,347 square feet of riparian buffer. No other impacts to
jurisdictional waters, waters of the state, or river buffers are proposed
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
NA NA NA NA NA NA
Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: <15 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear, footprint for both the original and relocated streams
must be included. To calculate acreage- multinlv length X width- then divide by 43.560_
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact Stream Width Length Impact
indicate on ma Intermittent? Before Impact linear feet acres
1 UT to Buffalo Culvert Intermittent 2' 119 0
005
Creek .
Total Stream Impact (by length and acreage) 0.005
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation. dredging. flooding, drainage. bulkheads. etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number
(if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
NA NA NA NA NA
Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.005
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.005
Total Stream Impact (linear feet): 119
Page 4 of 8
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.
NA
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here d illustrated on any maps included with this application.
Pond to be created an 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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Current land use in the vicinity of the pond: NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The applicant proposes only
one impact, necessary to access the site. All other jurisdictional waters and state-applied buffers
have been left in their natural state, and will be undisturbed b this project. Please also see the
attached justification memo.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
Page 5 of 8
.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
hlW://h2o.enr.state.nc.us/ncwetlands/stnnp-ide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Mitigation is not normally required for impacts of this minimal extent. Therefore, the
applicant proposes no mitigation at this time.
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
(919) 71570476 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 htip://h2o.enr.state.nc.us/wM/index.htm. If use of the NCEEP is proposed, please
check the appropriate-box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Page 6 of 8
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 V Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet Mitigation
1 5,901 3 (2 for Catawba) NA
2 3,446 1.5 NA
Total 9,347 0
* Zone 1 extends out 30 feet perpendicular from the top of the new 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. No buffer mitigation is required or proposed
for this stream crossine.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Total impervious surface area on site amounts to
approximately 4.18 acres, representing less than 5.1% of the total site surface area.
Page 7 of 8
XIL Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The project site is not served by municipal wastewater facilities and lots have been designed to
accommodate septic systems.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: This
project completes a multi-phased residential subdivision that has been carefully designed to
avoid stream and wetland impacts. This proposed impact represents the first jurisdictional water
to be impacted b this project since its inception prior to enactment of the Neuse Buffer Rule in
1997.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose'to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
rrn Qn ? i r? a! ail cx?
Applicant/A*,I Signature Date
(Agent's signature is i'd only if an authorization letter from the applicant is provided.)
Page 8 of 8 .
Feb.22. 2006 3:08PM FRED SMITH COMPANY
No. 3747 P. 2
Environmental Consultants,
All Blanks To Be Filled In By The Current Landowner or Municipal Official
Name: ?.C-
Address:
L'<fiTa.? ?/C 77520
Phone: 534 8o0t?
Project Name/Description: B?tfF9Go ? , ?a ssist^G S&EC Projcct #
Date:
The Department of the Army
U.S. Army Corps of Engineers,
P.O. Box 1890
Wilmington, NC 28402
Attn:
Field Office:
Wilmington District
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I the current landowner or municipal official, hereby designate and authorize Soil & Environmental Consultants,
PA to act in my behalf as my agent in the promssing of permit applications, to furnish upon request supplemental
information in support of applications, eta from this day forward. The day of
This notification supersedes any previous correspondence concerning the agent for this project.
NOnCE: This authorization, for liability and professions courtesy reasons, Is valid only for government officials to
enter the property when accompanied by S&EC stab You should cell S&EC to arrange a site meeting prior to
visiting the site.
,"CO C.wA S V-1-4r-
?
AO
Print Property Owner's or Municipal Official's Name
cc: Ms. Cyndi Karoly
NCDENR - DWQ
2321 Crabtao Boulevard
Raleigh, NC 27604
fo.e
?d€?j
7. L)
40/
Property Owner or Municipal Official's Signature
cc: Mr. 7asou Payne
Soil & Environmental Consultants, PA
Qmsnv?ao of oo.
236 LcPhillip Court, Suite C 3817-E Lawndalc Drive
Concord, NC 28025 Greensboro, NC 27455
Phone [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
AGENT AUTHORIZATION FORM
O?O? W AT ?9QG
f
February 17, 2006
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Wake County
EXPRESS REVIEW ACCEPTANCE LETTER
Fred Smith Company-Buffalo Creek, LLC
Attn: Mr. Donnie Adams
400 Riverwood Drive
Clayton, NC 27527
R EC EI VE
FEB 2.2 2006
Soil 6 Ep*wrnental Cor Wtants. PA
Project Name: Buffalo Creek Subdivision
Dear Mr. Adams:
On February 17, 2006, the 401 Oversight/Express Permitting Unit of the Division of Water Quality received an
email request from James Dasher, S&EC, regarding a project known as "Buffalo Creek" for acceptance into the
Express Review Program This letter advises you that your project will be accepted into the Express Review
Program once the following items are received:
1. The application fee of $3,000.00 [for the Riparian Buffer Approval and 401 Water Quality Certification
services, made payable to the North Carolina Division of Water Quality];
2. Five (5) complete and collated copies of the PCN Application;
3. One (1) copy of the Addendum; and
4. Five (5) copies of all site plan information pertaining to this project (please refer to the Addendum
http://h2o.enr.state.nc.u'stnewetlandstappadd5.pdf).
Thank you for your attention to this matter. Please keep in mind that the clock for this project will not start until
receipt of the. completed application package and required fee are received. If the impacts are greater than
indicated on the initial interest form and/or the services are different, you may be required to remit an additional
fee.
If you have any questions or wish to discuss these matters further please do not hesitate to call Cynthia Van Der
Wiele at 919-715-3473.
Sincerely, -1, o4,?t
g /1)
pACIUA' Cyndi Karoly, Manager
C>/_L 401/Express Review Oversite Unit
CBK/cvdw
cc: File copy
Central Files
James Dasher, S&EC; 11010 Raven Ridge Road; Raleigh, NC 27614 .
401 OversightI Express Review Permitting Unit
1650 Mail Service Center, Raleigh; North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
i49,,??Carolina
dvatura!!y
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Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: (919) 846-S900 Fax: [phone]
www.SandEC.com
12 December 2005
S&EC Project # 9961.W1
Fred Smith Co.
Attn: Donnie Adams
400 Riverwood Drive
Clayton, NC 27520
Re: NC DWQ Neuse River Buffer Determination
Buffalo Creek (f82 acres)
Johnston County, NC
Dear Mr. Adams:
On 6 December 2005, Mr. Mike Horan of the NC-DWQ reviewed 3 features at the
Buffalo Creek site for applicability of the Neuse Buffer rule. The site is approximately
82 acres in size and is located approximately 4,000 feet West of the intersection of
Thanksgiving Fire Road (SR 1720) and Antioch Church Road (SR 1733). Figure 1 and
figure 2 show the location of the site on a USGS topographic quadrangle and the
Johnston County Soil Survey, respectively.
The evaluated features are labeled E, F, and G on the attached Soil Survey map. Mr.
Horan determined that feature E is subject throughout its extent on site, and that
features F and G are not subject to the Neuse Buffer rule at any point on site. Mr.
Horan will send written confirmation of these findings.
Neuse River Buffer Rules
The Neuse River Buffer rules protect up to 50 feet from the edge of existing "surface
waters" (intermittent streams, perennial streams, lakes, ponds and estuaries) found within
the Neuse River Basin. The 50-foot buffer basically consists of two zones. The first
zone is measured 30 feet landward from the top bank of streams and intended to contain
an undisturbed-forested area. The second zone is measured 20 feet from the edge of the
first zone and is intended to contain a vegetated buffer. A couple of notable points of the
rules include; the allowance of grading with re-vegetating within Zone 2 (the outer 20
feet) and the-requirement of mitigation for road crossings greater than 150 feet in width
and utility lines running parallel and within Zone 1 of the buffers. Please call if you
would like to discuss the rules in more detail.
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
12 December 2005
S&EC Project # 9961.W 1
Page 2 of 2
Additional Services
If you choose to have us perform additional work, the following is a listing of additional
services: (1) Request an appeal call from the NC-DWQ, (2) Obtain sign-off/approval of
our delineation from the USACE for use in permitting, and (3) Send notification to the
USACE and DWQ regarding proposed impacts to wetlands and permitting issues, if
required. This additional work can be completed at our hourly rates or a proposal can be
generated. Please advise.-
Dasher
Attachments: Flowers, NC USGS Topographic Map
Johnston County NRCS Soil Survey
Revised Wetland Sketch Map
Technician
Cc: Mike Horan, NC-DWQ
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Project No. Figure I - I :24K USGS
99G I .WI
Topographic Quadrangle
Project Mgr.:
JP Buffalo Creek-Riverwood Soil & Environmental Consultants, PA
Fred Smith Co. 11010 Raven Ridge Rd.- Raleigh, NC 27614
Scale: Johnston County, NC [phone]•[phone]
Web Page: www,SandEC.com
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Project No. Figure 2 - NKC5 5oll
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Survey Map
Project Mcgr.: Buffalo Creek
Jason Payne ? Soil & Environmental Conscflumts, PA
fred Smith Co. 11010 Raven Ridge Rd." Raleigh, NC 27614
[phone] - [phone]
Scale: Johnston County Web Page: www.SandEC.com
1 " -- 2 ,000'
Johnston County Sail Survey
10/31/05 Sheet 2
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LEVEL SPREADER TABLE
2
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CHECK 11x1
INLET PROTECTION
TEMPORARY DIVERSION "'-TD-(?
PERMANENT DIVERSION ?.ypD-?
SILT FENCE -O-
CONSTRUCTION LIMITS H+kHHVIF
TEMPORARY SEDIMENT TRAP
STRAW MULCH SECURED
W/ NETTING
LEVEL STATION LEFT D,MENSI ONS
SPREADER STREET

IF T) OR
RIGHT ENTRANCE
W'OTH

OfPTH
EN"

W

LENGTH
ra urr 1..15 ( 10' 0.5 J' 15'
1 xuxrfx u l 11.15 R 10' 05' J' 15'
J xvxrfR 4xf 15.15 ( 10' 05' J' 50'
9 wxrfx (wr I5.J5 R 10' 05' J' 15'
5 xvxrrx ux[ 50.50 ( 10' 05' J' 15'
6 9?ff1A 15x15 R 10' 0.5' J' 25"
- INLET TABLE

PIPE DETAIL TABLE
CULVERT LENGTH Drq PIPE END SCOPE OUILEI PROTECTION
STREET FROM TO (R) (1N) TYPE TREATMENT (R) STONE
FT FI FT CLA55

51 1 HUNTER -E A B 600 Az RCV I.I 18 18 1 B
511 P-rEA-E B C 560 7A RCP T2 16 10 1 B
51 J -TER VN( 0 f ABO 18 RLR I.I 9 6 1 B
-NUILS" 1. PIPL LLNUIH INCLUULS I'IPL LNU IHLAILMLNI
7. SEE EROSION CONTROL DETAIL SHEET FOR
SPECS ON INLET PROTECTION
INLET TYPE STREET TOO
ELEV. INV
IN INV
OUT
A 'Es wxrEl+-f 11.11 (lA]F)
8 'Es xxnrlx u i N.77 (Al0L)
0 I(S w.mhR uvE Nr2l (116 )
D 'Es Ruxlfv -1 N.II (114 1)
E FES E A..60 (I19)
r rES r.wC ..-7,(IJ 11)
GRAPHIC SCALE
Ir recr I
( 1Mn • 100 fL
TRAP STATION LEFT TRAP 01MEN SION5
STREET (FT) OR
RIGHT
(FT)
FT
FT WEIN
LENGTH
1 x YER -F L x19 258 1 9
1
] xux?EB WF
Nux)ER W,E a
L 1 1 9
291 IS e
A9 5 1
1
B
? xux1ER LANE R rA5 190 J
5 SIRCEIA 151 SrJ 1 B
6 xuxlER -E l xl A 60 9 7 e
1 -TER fexE ( 199 J9e 1
z?
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a6
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RIGHT I J f -
OF WAY 4 /
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LS OF WAY
L LIMITS 0/
DISTURBANCE
3
OUTLET CIL OF
PROTECTION STREAM
28'Lx 18'Wx2'D
CLASS B STONE
GRASSED LEVEL SPREADER TABLE IMPACTS TABLE
CREEK 1 CH 238 I/9N total (8511 p%pe impact
ZONE 1 IMPACT
PROPERTY OF FRED J. SMITH, JR
=40'
LEVEL
SPREADER
? DESIGN
010
WS) REQUIRED
LENGTH
(FT) PROVIDED
LENGTH
(f7)
1 0.77 10 25
2 0.77 to 25
3 2.8 36.4 50

4

.97

3 IMPACT SF (CH
LOCATION TYPE LF (CH ONLY)
& WL)
BUFFALO
25 SCALE 1 " dr

JI If stone d%ss%pofor)
1 NB- Z1 5901
1 NB - Z2 3446
1 NB-TOTAL 9347

?Z'
/ L
6--

?
\6„WL "WL
6'" WL? 6,.
*

Culvert 1
Sto 24 77 Hunter one
601f of 42 RCP
@ 1.0
BUFFALO CREEK
(HUNTER LANE)
STREAM CROSSING PROFILE
SCALE 1 "=50'
v
Level Spreader (not to scale)
• ?? ??,y4ir•./i.ih?.F ..
Vegetated
diversion to0grade
Nft
doo
??a4•-?;;.1?1'?`???n•?u•??`? i?t ? L +Y'`} ° ,+r ?„ -4- Stabilized
t;.A?:?, ?,?' ,,w• ".,l• Y1•' ,t• M?` ..? I •a?`,13+? + ?, •?`5' ?a?• Slope
Stable ,.
undisturbe
outlet i?. +? u Lt.., L
?,• tl• tit .. ++l ???.. •? tt ' yd Y t ? ?? .?• • ,
'All
3 -3 or
s Y? 1 " t?.. ?:. lt,
1. \t
F1g ure 6.40a CQa et sproadar is desig led to disperse small volu met- of concentrated flow across rtabte slopee.
•t
Gi-ade. -The grade of the last 20 feet of the diversion channel should provide `
a smooth i mnsition from channel grade to level at the spreader. The grade of the
spreader should be U%,.
Spy Bader- 3ip--Construct the level up on undisturbcd soil to uniform height atir1
zero grade over the length of the spreader. Promect it with an er+osicn-rc,4isfant
material, such as fiberglass mauing to prevent erosion and allow vegetation to
become established.
Outlet aivo-- lbe outlet disposal area mmst be genially smootlf and
wolf-vegetated with a maximum slope of 10%.
vegetate all disturbed areas.
Construction 1. The matting should be a minimum of 4 ft wide extending 6 inches ovcri1o
Specifications lip =d buried 6 inches deep in a vertical tench on The loner edge The upper
edge should butt against smooNh cut sod wid be seeunly held in place, with
closely spaced heavy duty wire staples at least 12 inches long.
2.. Vnstuc that the spreader lip is level f'Ot uniform spteading oil steam zunorf.
I Construct the level spreader' on undisturbed soil (not on fill).
d. Construct a 20-it tianution section from the diversion channel to bicnd
smoothly to the width bud depth of the spreader.
6.40.2
Practice Standards and Specifications
Cross Section
Material Variable
stapled in
place f
• ?. -- - min i~
Repel lip ?Illif?l?(lf l _?_ 11(l I?
f?;??l?????
of spreader.
Buriedl(?(?f-?? j
6- min
Klpure 6.40b Detail of level spfaador crosse tacdan
S. Disperse nu>.off fiom the spreader across a properly stabilized slope not to
exceed 1090. Make soar the slope is sudricicndy =w1h to keep flow from con-
centrating.
6. Immediately afiet its consuuc6on, appropriately seed and mulch the enkre
disturbed area of the spreader.
maintenance Inspoctlcvcl spreadcts a.ftet every xainf"all until veScmtion is rstablisbed. and
promptly make needed repairs. After the area has been stabilized.. mnke pcri-
odic inspections and keep vegetation in a healthy vigorous condition.
References surfaceStabiliza on
6.10., Temporwy Seeding
6. 11, Peffnanent Sorx i $
!runoff Control Measures
6.20, Tempo=y Diversions
6.21; T tt manent Divasions

6.afl..3
DWO Prot No
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please cnpkb the following Information).
Project Name :?Fv
Contact Person' -W."f Aar . t5 Rhone Number: (919) fg ?'83 z 7
Level Spreader ID: LS' L
Level Spreader Length 25 th (perpendicularto flow)
Drainage Area 0.5$ ac (on-situ and offsite drainage to the level spreader)
Impervious Area Olt ac (on-site and oft-site drainage to 1ho level spreader)
Maximum Filter Stripf Buffer Slope % (691 for forested. leaf littler cover 9% for thick ground cover)`
grass
Max. Discharge from a 10 Year Storm a. ',7 17 cfs
Max. Discharge to level Spreader 0, q2 . cis
Fiftor StriAuffar Vegetation 7krrK "ftrva
Pre-treatment or Bypass Wthod ?If t1 , .
(thick ground cover or grass canopied forestivRh loaf litter
groundcovor)
n. REQUIRED ITEMS CKIECKLIST
Initial in the space provided to indicate tho following design requirements have been met and supporting documentation is attached. Ife
mqulremerri has notbeen met attach an explanation of why. At a minimum, a complete stomrwator management plan submittal includes
a worksheet for each BMP, design calculations plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An inaomploto submittal package will result in a request for
additional information and will substantially delay llnal review and approval of the project
A Iica i s
Level spreader is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cis in canopied forest with loaf
litter. .
IY Pro-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method spocified in the Draft Level Spreader Design Option Document.
bypass method is specified (f applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip Is hydraulically and spatially separate from the bypass
discharge
_ No structures are located in protected buffers.
Plan details for the bypass and outlets are provided
The operation and maintenance agreement includes annual erosion and vogetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
"Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf IlkUer cover or on slopes of up to 26% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area
DWQ F'rojeot No
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please gomplete the follrnving information):
ProjdcE Namo : t?,c
Contact Person. a r ,y Phone Number. (9,A0 9z 7- 90: Z7
Leval Spreader ID-.. S 2
Lo'velSpreader Lengthy ft. (perpendiculartoflow)
Drainage Area 49. 6e ac. (on-alto and off-site drainage to the level spreader)
Impervious Area* o4 l " ac. (on-site and off-site drain ago to tho kwl spreader)
Maximum Filter StripBuEfer Slopo S , % - (6%. for forested. Leaf littler cover 8A for thick ground co mr)"
grass
Max Discharge from a Ig'Year Storm .0. 77 cis
Max, Discharge to Level Spreader 0.77 cis
Flltor StriplBuffer Vegetation
F rye-treatrnent or Bypass Method
H t e,t 6rv4vY
?od,R
R'X::F1_Ce X11ew
REQUIRED ITEMS CHECKLIST
(!hick ground cover or grass canopied forest with leaf litter
groundcvvej
Initiat in the space provided to indicate the folkrMing design requiromonts hmm boors met and support ng documentafon is attached, if a
ragvkomont hn trod boar =-t, aft h -7 cxpbraWn pf why- At a minimum, a complete stormwater managemont plan submittal includes
a wwksheet for each SLAP, design calculations plans and spocifications showing all 8MPs and outlet structure details a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package well result In a request for
sdditional information and will substantially delay final review and approval of the project
A !icon nitials
Levee spreader is st least 13 ft per cfs for thick ground emr of g rass or 100 ft per cfs In canopied forest with leaf
litter.
Pro-Form Scour Holes are on flat slopes only
No structures are located in protected buffers"
If bypass mothod spocifiod in the Draft Levol Sproader Do*n Option Document
?!r Bypass method is specifled (If appllcable) snd plan details and calculations are provided
Dischargo to hovel sproadar and subsoquent fitter strip is hydraulically and spatially separats from the bypass
discharge
No structures are located in protected puffers,
Plan details for the bypass and outlets are providod
:fa='The operation and maintenance agreement includes annual erosion and vegetation mpair.
The oporatron and maintenance agreement s+gned and. notarized by the responsible party is provided
" Level spreaders in series can be used on slopes of up to 15% in forested areas with loaf littlor cover or on slopes of up to 25% in areas
with thick ground cover or g rasa if desig nod according to the Drat Level Spreader Design Option Document. This potentially "urms a
minor variance in protected buffer areas. to any event the second lovol spreader cannot be tccMod In Zone 1 of a protecfed buffer area.
DWG Project No
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
PROJECT INFORMATION (ploase
Project Namo :
Contact Person:
Level Spreader ID- • LS
Level Spreader Longth 5u ft.
Ddinago Area 21c.
tmpervlous Area ?. ac.
Maxim um Filter StriplBuffer Slope ap %
grass
Max Discharge from a 10 Year Storm 2199 Cis
Max, Discharge b Level Sproador efs
Filter Strip/Buffer Vegetation 7?uC? G+o„va
LvV+?,?
Pre-treatment or Bypass Method r 6r k?S - r ?• f
II, REQUIRED ITEMS CHECKLIST
(perpendicular to flo%v)
(on-sito and off-site drainage to the level spreader)
(on-sate and off-site drainage to the level spreader)
(69X• for for"Dd. loaf littlor cover 8% for thick ground cover)"
(thick ground cover or grass canopied forest with leaf litter
groundcove j
initial in the space provided to indicate the following design roqu iromonts have been met and supporting documentarian is attached, If &
requirement bas riot boon mad, a9wh an expkmaBon of why. At a minimum, a complete sto?mwoter management plan submittal includes
a worksheet for each BMP, design calculations plans and spucifxations showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executod operation and maintenance agreement. An incomprete submittal package will result in a request for
additional information and will substanlWly delay final review and approval of the project
A kants Initials
Level spreader Is at least 13 ft per cis for thick ground cover or grass or l OQ ft per cis in canopied forest with leaf
litter,
Pre-Form Scour Holes are on out slopes only
No structures are located in protocted buffers°
If bypass mothad specified in the Draft Level Spreader Design Option Documont:
. Bypass method is specified (if applicable) and plan details and calculatlons are provided
Discharge to level spreader and subsea went filter strip is hydraulically and spatially soparatu from rho bypass
discharge .
.? No structures are located in protected buffers,
Plan details for the bypass and outlab are provided
The operalion and maintenance agreement includes annual erasion and vegetation repair,
The operation and maintenance agreement signed and nobrizod by the tmsponsiblo party is provided
" Level spreaders in series can be used on slopes of up to 15% in forosted areas with leaf Iitffer cover or on slopes of up to 2a Yo In areas
with thick ground oavor or grass if designed according to the Draft Level Spreader Design Option Uacument: This potontially roquires a
mirror variance in protected buffer areas In any event the second levol sproador cannot bo located in Zone I of a protected buffer area
DWQ Froject No'
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the fallowing iinformation):
Project Game : _. a o aA,Ce __
Contact Person, Phono Number:
level Spreader ID:. ?.S oel
Level Spreader Length ;?-5- ft.
Drainage Area ac
Impervious k0a D. ac
Maximum Filter Strip offer Slope 01*12 _ %
grass
Max Discharge from a 10 Year Storm ^ 77 cis
Max. Discharge to Level Spreader ?• ` '7 cfs
Filter Shi p/Buffer Vegetation -%wlJc ?,?sr nro
Ca 44-
F re-tireabment or Bypass hJfrrthod # 'r-
REQUIRED ITEMS CHECKLIST
(perpendicularto flow)
(on-silo and off4to dfainago to the level sproader)
(on-site and off-site drainage to the level spreader)
(599 for lorested. leaf littler savor 8% for thick ground covor)'(th Ick ground coyer or grass canopied forest with loaf lktDr
groundcover)
Inidal in the space provided to indicate the follaWng design requirements have bow mat and supporting documontation is attached. It a
rcgttiromont has not been met, attach an cxpfanafbovr of why. At a minimum, a complete stocrnwater management plan submittal Includes
a worksheet for each BMP. design calculations plans and specifications showing all BMPs and outlet structure details; a detailed
drainage plan and a fully executed operation and maintenanco agreement. An incomplete submittal package will result In a request far
additional information and will substantially delay final review and appremal of the project
A licants Initial,
Lovol spreader is at least 13 ft per cfs for thick ground cover or grass or I DD 8 per cis in canopied forestwith leaf
litter.
o/ Pre-Form Soour Holes are on flat slopes only
No structures are located in protected bufforW:
If bypass method specified In the Draft Lovol Spreader Design option Document
A1/$ Bypass method Is specified (if applicable) and pram details and calculations are provided
Discharge to lavol spreader and su bsequent filter strip Is hyd raulically and spali!W p soparato from tho bypass
r discharge.
No structures are tocatod in protected buffers.
Plan dotairs for the bypass and outlets are provided.
The operation and maintenance agroamont includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and. notarized by the responsible party is provided
"Level spreaders in sorias can be used on slopes of up to 15% in forostod areas with leaf littler cover or on slopes of up to 25% in areas
with ihia ground cover or grass if designed according to the Draft Level Spreader Design QpOon Dow meet. This potanti soy requrros a
minor variance in protected buffer areas In any event the second level spreader cannot be located in Zone 1 of a protected buffer area
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEI?ENT
Maintenance activities shall be performed as follows:
I Level spica \nn structures that provide diffuse flow shall be intained every six months. All
accumulatend debris shall be removed from the struct , and a level elevation shall be
maintained tire flow spreading structure Any down adient erosion must be repaired and/or
replanted a1 acknowledge my signature below that I am resp sible forthe performance of the maintenance
procedures listee to notify DWQ of any probi s with the system or prior to any changes to
the system or rrty.
Print name:
Title: 4f ? ,? oo ? ..r
Address: 1?oA ,Z,ll gL, r'
Phone: 9 5'-
Signature. /
Date:
Note: The legally responsible party
lots have been sold and a rei
1, Do r ; t 4--Q
County of c ,62 2 A
personally appeared before
execution of the forgoing w?
official seal
"g?'T H Sd'!?
l
,CC
0O 'VA;?
{
'CO
4..n.. nl n••
v
J not be a omeowners association unless more-than 50% of the
of the subdi ision has been named the president.
a Notary tabllc
do hereby certify that ;
this ?'E' day of r
[wetlandl detention basin maintena
SEAL
My commission expires [ k-1, d C7
for the State of
r rl .
and acknowledge the due
rements. Witness my hand and
rage I Ot I
FRED SMITH COMPANY
9191W-8w Delivering More For Less
919-W-8186 (fax) u.b w. fned•.--ilt-;o•i;•ar?+•;;orr
fse(Offedsmithtomp• r,r ;
Engineel-inn Division
MEMO
Date: February 6, 2006
To. U.S. Army Coips cif' l ngineeTs
Flom: Donnie Adanis, PE /024
Fred Smith Company
Subject: Stream Crossing
Buffalo Creek - Fhuse 10
lohnsto-a County
400 Rivitvx a0 Dri%.-
ClWon; NC 27W
The proposed tuadway aligttmentlwetland crossing at the Buffblo Creek - Please 10 project is
necessary to access this tract of land. The subject stream runs completely across the property;
theirefore., a single crossing is proposed to provide access. The alignment of the crossing has been
designed perpendicular to the stream to minimize impact to the channel and associated riparian
buffet as possible.
If you have any questions or need any additional infbtmadon, please give me a call at 919-42.7-
8327.
F_ xP o(o oZ(o3
•
Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 • Phone: [phone] Fax: [phone]
www.SandEC.com
24 February 2006
S&EC Project # 9961.W2
To: US Army Corps of Engineers N.C. Division of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Jamie Shern Attn: Cyndi Karoly
6508 Falls of the Neuse Road, Ste. 120 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27615 Raleigh, NC 27604-2260
From: James Dasher,
Soil & Environmental Consultants, P.A. _
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Buffalo Creek - Phase 10
Johnston County, NC
On behalf of the owner, Fred Smith Company, please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers
(USACE) and the N.C. Division of Water Quality (DWQ) that the activities proposed below may
precede under Nationwide Permit 39 and General Water Quality Certification 3402. Please
contact me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY

Stream Impact (acres): 0.005
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.005
Total Stream Impact (linear feet)`. 119
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization
Express Review Acceptance Letter
DWQ Buffer Meeting results letter
Flowers, NC - USGS Map
Johnston Soil Survey Map - Sheet No. 2
Site Plan
Impact Map & Stream Crossing Profile
Level Spreader Design, Level Spreader Worksheets, & OMA
Impact Justification Memo
$3,000 Application Fee to DWQ
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone]
(704)
e. 336 540-8234
Phone:
Fax: [phone] Fax: [phone]
Project Name Buffalo Creek
Project Type Residential Subdivision
Owner / Applicant Fred Smith Company
Count Johnston
Nearest Town Clayton
Waterbod Name UT to Buffalo Creek
Basin / Sub-basin 030402
Index Number 24-42
Class
C; NSW
IMPACT SUMMARY
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(11 any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ® Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North. Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Fred Smith Company
Mailing Address: c/o Donnie Adams
400 Riverwood Drive
Clanton, NC 27520
Telephone Number: 919.427.8327 Fax Number: 919.550.8186
E-mail Address: dadams(c?fredsmithcompany.com
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: James Dasher
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address:11010 Raven Ridge Road
Raleigh, NC
27614
Telephone Number: 919.846.5900 Fax Number: 919.846.9467
E-mail Address: [e-mail]
Page 1 of 8
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. 'Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Buffalo Creek
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 1790-85-1658
4. Location
County: Johnston Nearest Town: Clanton
Subdivision name (include phase/lot number): Buffalo Creek - Phase 10
Directions to site (include road numbers/names, landmarks, etc.): The site is located
approximately 4,000 feet west of the intersection of Thanksgiving Fire Road (SR 1720) and
Antioch Church Road (SR 1733).
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.6880 °N 78.3286 °W
6. Property size (acres): ±82 acres
7. Name of nearest receiving body of water: Buffalo Creek
8. River Basin: Neuse (030402)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is forested agricultural land, surrounded by mixed
agricultural, residential, and forested land.
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project will construct a new phase of a residential subdivision Standard
construction equipment including heM equipment for grading will be used in the
construction of this project.
11. Explain the purpose of the proposed work: The proposed project will expand an existing
residential subdivision.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. A previous phase (Phases 7 & 8) of this project was reviewed by C-
DWQ (DWQ Project #990864) with cumulative impacts under 200 square feet of impact to
Zone 2 of the riparian buffer; the corresponding USACE Action ID 199820580 authorized 0.8'
acres of impacts to jurisdictional waters, including 143 linear feet of stream crossing under
NWP 26: this impact was revised prior to construction in accordance with DWQ requirements,
and did not occur. S&EC delineated wetlands on site on 31 October 2006. Finally Mike Moran
of NC-DWQ visited the site on 6 December 2005.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No further uermit requests are anticipated at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream -evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
Page 3 of 8
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The applicant proposes one
road crossing to access the site. The proposed road crossing will impact 119 linear feet of
intermittent stream channel and 9,347 square feet of riparian buffer. No other impacts to
jurisdictional waters, waters of the state, or river buffers are proposed
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list imnacts due to both structure and flooding-
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
es/no linear feet
NA NA NA NA NA NA
Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: <15 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must he included- Tn calculate acreage mnltinly lenuth X width then divide by 41 'iAO
Stream Impact
Perennial Average Impact Area of
Number Stream Name Type of Impact Stream Width Length Impact

indicate on ma
t?
Intermittent?
Before Impact
linear feet
acres

1 iJT to Buffalo
Culvert
Intermittent
2'
119
0
005
. Creek .
Total Stream Impact (by length and acreage) 0.005
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill. excavation. dredLing_ flooding_ drainage- bulkheads- etc_
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number
(if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
NA NA NA NA NA
Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Irn act (acres): 0.005
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.005
Total Stream Impact (linear feet): 119
Page 4 of 8
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.
NA
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be.created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Current land use in the vicinity of the pond: NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VIL Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The applicant proposes only
one impact, necessary to access the site. All other jurisdictional waters and state-applied buffers
have been left in their natural state, and will be undisturbed by this project Please also see the
attached iustification memo.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
Page 5 of 8
1
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
htip://h2o.enr.state.nc.us/ncwetlands/strm6de.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Mitigation is not normally required for impacts of this minimal extent. Therefore, the
applicant proposes no mitigation at this time.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website_ at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds, or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Page 6 of 8
Note: If you are not sure whether a NEPA/SEPA. document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify. )? Yes ® No ?
2. If"yes' , identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet Mitigation
1 5,901 3 (2 for Catawba) NA
2 3,446 1.5 NA
Total 9,347 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone2 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. No buffer mitigation is required or proposed
for this stream crossing.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Total impervious surface area on site amounts to
approximately 4.18 acres, representing less than 5.1% of the total site surface area.
Page 7 of 8
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The project site is not served by municipal wastewater facilities, and lots have been designees
accommodate septic systems.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes, ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands.. If no, please provide a short narrative description: This
project completes a multi-phased residential subdivision that has been carefully designed to
avoid stream and wetland impacts. This proposed impact represents the first jurisdictional water
to be impacted by this project since its inception prior to enactment of the Neuse Buffer Rule in
1997.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
KCB a
Applican gii&s Signature Date
(Agent's signature is va id only if an authorization letter from the applicant is provided.)
Page 8 of 8
Feb.22. 2006 3:08PM FRED SMITH COMPANY
No. 3747 -P. 2
Environmental Consultants,
All B.lm*s Ta Be Filled .Inn-By The Current Landowner or Municipal Official
Name: .CEO ?• Sisr /T ./.[-
Address:. y'md
et Ta.? Alf 274.24
Phone: 5FO - 84
Project Name/Description: Bkfif Go d4.Ke . o ire# ss S&EC Project # 'P/? AJZ
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington,NC 28402
Attn:
Field Office:
Re; Wetlands Related Consulting and Permitting
To Whom It May Concern:
L the current landowner or municipal official, hereby designate and authorize Soil & Environmental Consultants,
PA to act in my behalf as my agent in the processing of permit applications, to furnish upon request supplemental
information in support of, applications, etc. from this day forward. The day of
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, Is valid only for government officials to
enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site meeting prior to
visiting the site.
Print Property Owner's or Municipal Official's Name
cc: Ms. Cyndi Karoly
NCDENR - DWQ
2321 Crabtrx Boulevard
Raleigh, NC 27604
ZL06/?Z . Add?- rf >toR.
Property Owner or Municipal Official's Signature
cc: Mr. Irian Payne
Soil & Environmental Consultants, PA
Charlotte Office:
236 LcPhillip Cant, Suite C 3817-E Lawndalc Drive
Concord, NC 28025 Grocnsboro, NC 27455
Phone [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
AGENT AUTHORIZATION FORM
FILE
Environmental Consultants, PA
Road - Raleigh, North Carolina 27614 • Phone: [phone] Fax: [phone]
www.SandEC.com
12 December 2005
S&EC Project # 9961.W1
Fred Smith Co.
Attn: Donnie Adams
400 Riverwood Drive
Clayton, NC 27520
Re: NC DWQ Neuse River Buffer Determination
Buffalo Creek (f82 acres)
Johnston County, NC
Dear Mr. Adams:
On 6 December 2005, Mr. Mike Horan of the NC-DWQ reviewed 3 features at the
Buffalo Creek site for applicability of the Neuse Buffer rule. The site is approximately
82 acres in size and is located approximately 4,000 feet West of the intersection of
Thanksgiving Fire Road (SR 1720) and Antioch Church Road (SR 1733). Figure 1 and
figure 2 show the location of the site on a USGS topographic quadrangle and the
Johnston County Soil Survey, respectively.
The evaluated features are labeled E, F, and G on the attached Soil Survey map. Mr.
Horan determined that feature E is subject throughout its extent on site, and that
features F and G are not subject to the Neuse Buffer rule at any point on site. Mr.
Horan will send written confirmation of these findings.
Neuse River Buffer Rules
The Neuse River Buffer rules protect up to 50 feet from the edge of existing "surface
waters" (intermittent streams, perennial streams, lakes, ponds and estuaries) found within
the Neuse River Basin. The 50-foot buffer basically consists of two zones. The first
zone is measured 30 feet landward from the top bank of streams and intended to contain
an undisturbed-forested area. The second zone is measured 20 feet from the edge of the
first zone and is intended to contain a vegetated buffer. A couple of notable points of the
rules include; the allowance of grading with re-vegetating within Zone 2 (the outer 20
feet) and the-requirement of mitigation for road crossings greater than 150 feet in width
and utility lines running parallel and within Zone l of the buffers. Please call if you
would like to discuss the rules in more detail.
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
12 December 2005
S&EC Project # 9961.W1
Page 2 of 2
Additional Services
If you choose to have us perform additional work, the following is a listing of additional
services: (1) Request an appeal call from the NC-DWQ, (2) Obtain sign-off/approval of
our delineation from the USACE for use in permitting, and (3) Send notification to the
USACE and DWQ regarding proposed impacts to wetlands and permitting issues, if
required. This additional work can be completed at our hourly rates or a proposal can be
generated. Please advise.-
Dasher
.Attachments: Flowers, NC USGS Topographic Map
Johnston County NRCS Soil Survey
Revised Wetland Sketch Map
Technician
Cc: Mike Horan, NC-DWQ
??-
i
eew-
l F?r••- ti l _ ! i ?? it ?C' 1?l•a ?y ! / ?J
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Neal-
1? ` ?.; ?_ ! ! '`?`„? "' i?'•.? ti I t r(? ?i.r`? ?S l rr.) ` 1 Neal 08 J i ! `1 ?r
Project No. FIGjure I - I :24K USGS
996 I .W I
Topographic Quadrangle
Project Mgr.: Buffalo Creek- Riverwood Soil & Environmental Consultants, PA
JP Fred Smith Co. 11010 Raven Ridge Rd.- Raleigh, NC 27614
Scale: Johnston County, NC [phone]•[phone]
Web Page: wwwr.SandEC.com
2,000'
10/31 /05 Flowers Quadrangle
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%
Project No. Figure 2 - NKC5 5011
Survey Map
Project Mgr.: Buffalo Creek Soil & Environmental Consultants, PA
Jason Payne
Fred Smith Co. 11010 Raven Ridge Rd.- Raleigh, NC 27614
Scale: ?O}1nS?On Count [phone] • (919) 84&-9467
County EC. Web Page: wvvw.SandEC.com
I " = 2,000,
Johnston County Soil Survey
[10/3 1/05 Sheet 2
1 ?f L ` A SCALE Sr r = 40'
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LEVEL SPREADER TABLE
2
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- I v - '
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CHECK 11x1
INLET PROTECTION
TEMPORARY DIVERSION "'-TD-(?
PERMANENT DIVERSION ?.ypD-?
SILT FENCE -O-
CONSTRUCTION LIMITS H+kHHVIF
TEMPORARY SEDIMENT TRAP
STRAW MULCH SECURED
W/ NETTING
LEVEL STATION LEFT D,MENSI ONS
SPREADER STREET

IF T) OR
RIGHT ENTRANCE
W'OTH

OfPTH
EN"

W

LENGTH
ra urr 1..15 ( 10' 0.5 J' 15'
1 xuxrfx u l 11.15 R 10' 05' J' 15'
J xvxrfR 4xf 15.15 ( 10' 05' J' 50'
9 wxrfx (wr I5.J5 R 10' 05' J' 15'
5 xvxrrx ux[ 50.50 ( 10' 05' J' 15'
6 9?ff1A 15x15 R 10' 0.5' J' 25"
- INLET TABLE

PIPE DETAIL TABLE
CULVERT LENGTH Drq PIPE END SCOPE OUILEI PROTECTION
STREET FROM TO (R) (1N) TYPE TREATMENT (R) STONE
FT FI FT CLA55

51 1 HUNTER -E A B 600 Az RCV I.I 18 18 1 B
511 P-rEA-E B C 560 7A RCP T2 16 10 1 B
51 J -TER VN( 0 f ABO 18 RLR I.I 9 6 1 B
-NUILS" 1. PIPL LLNUIH INCLUULS I'IPL LNU IHLAILMLNI
7. SEE EROSION CONTROL DETAIL SHEET FOR
SPECS ON INLET PROTECTION
INLET TYPE STREET TOO
ELEV. INV
IN INV
OUT
A 'Es wxrEl+-f 11.11 (lA]F)
8 'Es xxnrlx u i N.77 (Al0L)
0 I(S w.mhR uvE Nr2l (116 )
D 'Es Ruxlfv -1 N.II (114 1)
E FES E A..60 (I19)
r rES r.wC ..-7,(IJ 11)
GRAPHIC SCALE
Ir recr I
( 1Mn • 100 fL
TRAP STATION LEFT TRAP 01MEN SION5
STREET (FT) OR
RIGHT
(FT)
FT
FT WEIN
LENGTH
1 x YER -F L x19 258 1 9
1
] xux?EB WF
Nux)ER W,E a
L 1 1 9
291 IS e
A9 5 1
1
B
? xux1ER LANE R rA5 190 J
5 SIRCEIA 151 SrJ 1 B
6 xuxlER -E l xl A 60 9 7 e
1 -TER fexE ( 199 J9e 1
z?
O
K
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x{
Q ?
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ri
J
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a
z
°
a
V
? S
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L
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l? U
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z
z
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w
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I Too
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5
a6
CIL OF
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LS'
IN ET
ROTECT N LIM OF
'Lx8,WX9 D I I DIRBANCE
LS CLAS B ST NE
RIGHT OF WAY
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W J JJ
1
J J'
HUNT JJJJJ 00 JJJJJ
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JJJJJ
55 JJJJJ JJJJJ
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ITZ
JJJ
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JJJJ ? ? JJJJ LS OF WAY
L LIMITS O/
DISTURB fq /CE
3
OUTLET CIL OF
PROTECTION STREAM
28 Lx18'Wx2 D
CLASS B STONE
IMPACTS TABLE
GRASSED LEVEL SPREADER TABLE
WS) (FT) (FT)
BUFFALO CREEK 1 NB Jf If stone d%ssipofor)
ZONE 1 IMPACT
=40'
LEVfL
SPREADER DESIGN
010 REQUIRED
LENGTH PROVIDED
LENGTH
1 0.77 10 25
2 0.77 !0 25
3 2.8 36.4 50

4

.97

1
IMPACT SF (CH
LO
PROPERTY OF FRED J. SMITH, JR
25 SCALE 1 "--40' 1 NB-TOTAL 9,347
CATION TYPE LF (CH ONLY)
& WL)
1 CH 238 1191f total (8511 pipe impact d[

- ZI 5901
1 NB - Z2 3446

i
i

/ //V?
6
6 ???
\J
, ?
\6 W ?b
?
\6 „wL "WL 6" L- 6"

Culvert 1
Sto 24 77 Hunter one
601f of 42 RCP
@ 021
BUFFALO CREEK
(HUNTER LANE)
STREAM CROSSING PROFILE
SCALE 1 "=50'
D
Level Spreader (not to scale)
Vegetated . ......Transition .
diversion '. Y.• ?. ?, , *;;, '=L' to 0 grade
?" • "! r3?3f r 4 w A.-
4
' y.
y Y1„ • ?ti, i+y'rM1 ??? i? ?0 S? ?v ..fin rte: •.
r1 ' n ? ? ally \,? ., '"?' ! '?' ,v. ?+' ~` , 1. •
' ?• ??:t,•t{• ip.ku.?L..??•Mid ?•:•? A.'?, ?„ ?'? r ,?' i?••
r dt4' ,y ??w it ?.a 'v \•y .rte yam` y 4k .j5i• ?
Stabilized
%
'? ,?`??' .?• ?t. ?. *' ,\ , .:a.?.,.? .`?? a J,"`' ' slope
Stable } a- +ti • v.. ?, - d a'.
undisturbed til ,? . Al 161
outlet ?,ti.•kt ti•` ?• .tit
4.
FI ,.1 ?
01
.v I . • • Nil St 1
k
L ?? k
Figure 6.40a t ore] spreader is desigied to disperse small volurant. of concentrated flow across sr WO slopes.
t
Gratle--The grade of the 1= 20 feet of the divetsion Channel should provide `
a smooth transition from cbanncl grade to level at the spreader. The grade of the
spreader should be 0Fe
Spreader lip-Consmict the level lip on undisturbed sail to uniform height and
zero grade over the length of' The spreader. Protect it with an emgicn-msistant
material, such as fiberglass matting to Invent. erosion and allow vogetatien to
become established.
Outlet arva•--•Tbe outlet disposal area must be genetaliy smooth and
rich-vegetated with a w omimurn slope of 1496.
Vegetate all disturbed areas.
Construction 1. The matting should be a ruitpmuni of 4 it wide extending 6 inches over ilia
Specifications lilt and buried 6 tnchcs deep in a vertical ranch on 1ho lower edge The upper
edge should butt against smoothly cut sod wid tm sec?=1y held in plate with
closely spaced heavy duty wire staples at least 12 inches long.
2.. >rnstuc that the , preadr,.r lip is level f'or uniform spreading of su= runoff.
I Constmot the Iovel spreader an undisturbed soil (not on fill).
4. Construct a 20-ft ttawdtion Section from the diversion channel to blend
smoothly to the width and depth of the spreader.
6.,4.2
Praefice Standards and Specifications

miri
= flff I ?, ??Et r
3. Disperse runoff from the spreader across a properly stabilized slope not to
exceed 1017a. Make sure the slope is suificicntiy smooth to keep flow from con-
c?ntrating.
6. Immediately after its consuuctiot, appropriately seed and mulch the entire
disturbed area of the spreader.
maintenance IMP= level spreadcats Act every zainfall until vegetation is established, and
promptly mare needed repairs. After the area hoc been .mobilized.. mnke, peri-
odic inspections and keep vegetation in a healthy vigorous condition.
References SarfaceStabilizadon
6.10.. Temporwy Seeding
6. 11. Permanent Secd3ng
Ruwff Control Measures
6.20, Temporwy Diversions
6.21; T tt manent Diversions

Cross Section
Material Variable -
Stapled in
place
tc7. r97, jft
jTf
Level lip
of spreader
???ft«?' ?IIE
?fff?? lf?f
Buried Au rr,
6-, min
FI pure 5.A0 b Detail of level spreador cruse saadan
6.4.3
DVVQ F'mW No
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please cgptpla? the following Information).
Project {dame : P -c
Contact Person' ,.wrg '4-4'ns Phone plumber: (9/9) YZ 7-85'-7 7
Level Spreader ID: LS' L
Level Spreader Longth ?S it. (perpendicular to flame)
Drainage Area 0.5s ac (on•sito and off-sits drainage to the level spreader)
ImperviNs Area all ac (on-site and off-site drainage to tho level spreader)
Maximum Filter Strip/Buffer Slope % (61A for forested. leaf littler cover 9% for thick ground cover)`
grass
Uax. Discharge from a 10 Year Storm 4. "71 cfs
Max. Discharge to level Spreader D, 1 cis
Fiftor StriAuffor Vegetation ?kK& dArptX4 (thick ground cover or grass canopied forest%vhh loaf litter
groundcovor)
Pre-treatment or Bypass Method ?Jlfa"?u ,?000v
-70
eBrk
It. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate tho following desfgn requirements have been met and supporting documentation is attached. If O
mqulmmml hes not been met attach an exptanadan of wiry. At a minimum, a complete stormwator management plan submittal includes
a worksheet for each BMP, design calculations plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
add i5w4 information and will subsWntlally delay Bnal review and approval of the project
A lice i' s
Level spreader is at least 13 R par cis for thick ground cover or grass or 100 it per efs in canopied farostwith loaf
litter.
/y Pro-Form Scour Holds are an flat slopes only
No structures are located in protected buffers'
If bypass mothod specifiod in the Draft Level Spreader Design Option Document.
Bypass mellhod is specified (f applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip Is hydraullpally and spatially separate from tho bypass
discharge
_ No structures are located in protected buffers.
Plan details for the bypass and outlets are provided
The operation and maintenance agreement includes annual erosion and vogotation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided .
" Level spreaders in series can be used on slopes of up to 15% in forosted areas with leaf IlWer cover or on slopes of up to 26% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffor areas. In any event the second level spreader cannot be located in Zone I of a protected buffet area
DWQ Projeot No
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
PROJECT INFORMATION
Projoct N amo : r!
Contact Iverson. aai
Lent Spreader ID-.. ZS ;Z
LoW Spreader Length
Drainage Area
Impervlous Area'
Maximum Filtor StripfBuffer Slope
grass
the follmving infoTmaliion):
ZS' ft.
49.38 ac.
Max Discharge from a tgfearStorm ?*7 cis
Max, Dlsctrargo to Level Spreader ?- cts
Filtar StillAuffor Vegetation
F re-treatment or Bypass Method
'cifREQUIRED ITEMS CHECKLIST

Phone Number. ( 9,-)? 9Z ;!- 83 Z7
(perpendicular to flow)
(on-sito and oft-site drainage to the level spreader)
(en-site and off-site drain ago to tho WWI spreader}
(89t. for forested. Leaf littler cover S A for thick ground cover)"
(thick ground cover or grass canopied forest with leaf litter
groundcover)
Inftiat in the space provided to indicate the foltvaing design requiremonts have boon met and supporting documentation is attached. If a
mqufmmont has rot bm mMt, att ch .27 extol I*kn Of why. At a minimum, a complete stom7water managemont plan submittal includes
a wartssheet for each SMP, design calculations. plans and spocitcations showing all 8MPs and outlet structure details a detailed
drainage plan and a fully exeCmted operatlon and maintenance agreement. An incomplete submittal package will result In o request for
odditional information and will substardially dolay final review and approval of the project
A lican nitials
Level spreader is st least 13 ft per cfsfor thick ground cover or grass or 100 ft per as in canopied torestivith leaf
lltter-
Pro-Form Scour Moles aro on flat slopes only
No structures are located in protected buffers"
If bypass method spocifiot in the Drat Level Sproader Do*n Option Document
Bypass method is specified (If applicable) 9nd plan details and calculations are provided
Dischargo to Leval sproador and subsoquentliitter strip is hydraulically and spatially separate from tho bypass
discharge
No structures are located in protected buffers.
.r! Plan details for the bypass and outlets are providod
_The operation and maintenance agreement includes annual erosion and vegotation repair.
E Tho operation and maintenance Agreement signed and. noWdzed by the responsible party is provided
" Level spreaders in series can be used on slopes of up to 15% in forested areas with loaf littlor cover or on slopes of up to 25% in areas
with thick ground cam or g rass if dosig ned according to the 0 raft Level spreader Design Option Document. This potantialiy requr= a
minor variance in protected buffer areas. In any event tho second lovol spreader cannot be located in Zone 1 of a protected buffer area.
DWG Project No
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (ploaso oomplete the following information):
Projoct Namo : --eife%que 644',"=
Contact Person. ?uv?r Hay Fhone Number:
Level Spreader ID- , ,G S
Lv4l Spreader Loagth U tt. (perpendicular to flow)
Drainago Area ?•p ac. (on-silo and off-site drainage to the level spreader)
Impervious Area. ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Stdp)Buffer Slope dp N • (69i• for forested . loaf littlor cover 8 % for thick ground cover)"
grass
Max Discharge from a 10 Year Storm
Max, Discharge to Loot Sproador
Filter Striouifer Vegetation
2.8 cis
Z r cfs
e0V6Wf'
(thick ground cover or grass canopied foresiv ith leaf litter
groundcovE4
Pre-treatment or Bypass Wthod

REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design roqu iromonts havo been met and supporting documentation is attached, If ri
requirement has not b Wn mcf, adRO an expel-inaUarr of why. At a minimum, a complete stormwater management plan submittal' includes
a worksheet for each 13MR, design calculations plans and specifications showing all SMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a requast for
additional information and will substantially delay final review and approval of the project
A karats Initials
ZQf4 Level spreader Is at least 13 ft per cis for thick ground cover or grass or 100 ft per cis in canopied forest with Isaf
litter,
.if Pre-Farm Scour Holes are on flat slopes only
No structures are located in protoctod buffore:
If bypass moihod specified in the Draft Level Spreader Design Qption Documont:
Bypass mothod is specified (if applicable) and plan details and calculations are provided
_ IIA Discharge to level spreader and subsea cent filter Strip is hydraulically and spatially soparato from the bypass
discharge .
No structures are located in protected buffers,
Plpn details for the bypass and outlets are providod
The operation and maintenance ag reement includes annual erasion and vegetation repair,
The operation and maintenance agreement signed and notarized by the rosponsibla party is provided
" Level spreaders in series can be used on slopes of up to 15% in forosted areas with leaf Iitffer cover or on slopes of up lo 25% In areas
with tMck ground cover or grass if designed according to the Draft Level Spreader Design Option Document: This potontially requires a
minor variance in protected buffer areas In any event the second level sproador cannot bo located in hone ! of a protected buffer area
DWO Froject No
Project Name :
Contact Person,
Level Spreader ID:. eJ //
Level Spreader Length
Drainage Area
Impervious Aroa
Maximum Filter StriptBuffer Slopo
grass
2S5' ft.
el i113 ac
.0,/ ac
47% %
Max Discharge from a 10 Yoar Storm __g9
77 cfs
Max. Discharge to Level Spreader 99,917 cfs
Filter StriplBufferVegetdon "Iff VV
Ca 45141
F re-treatment or Bypass M;othod Aeff-P e- .!
REQUIRED ITEMS CHECKLIST
Phono Number:
(perpendicularto flow)
(on-site and oUko dtainago to tho love[ Sproader)
(on-site and oif-site drainage to the level spreader)
(0 for fore.-led. leaf llttter cover 8 % for thick ground cover)':
(thick ground cover or grass canopied forostwith loaf littor
groundcover)
Initial in the space providod to indicate the following design rsqulrements have been mot and supporting documentation is attached. It a
roquiromont has not beery met attach an oxpr'ar?a ke of why. At a minimum, a oomplete stormwater management plan submittal Includos
a worksheO for each BMP. design calculations plans and specifications showing all BMPs and outtot structure details. a detailed
drainage plan and a fully executed operallon and maintenanco agroement. An incomplete submittal package will result In a request for
additional information and wilt substangally delay final review and approval of the project
A licanfs Initial,
Lovol spreader is st least 13 ft per.efs for thick ground cover or grass or IDD $ per cfs in canopied forestwith leaf
litter.
Pre-Form Scour Moles are on flat slopes only
No structures are located in protected buffeW
It bypass method speclfied In the Draft Lovol Spreader Design Opflon Document
A X Bypass method Is specified (if applicable) and plan details and caiculafians are provided
Discharge to lovol spreader and subsequent filter strip Is hydraulically and spagally soparato from the bypass
665 discharge.
No structures are located in protected buffers.
Plan details for the bypass and ov%tS are provided.
The operation and maintenance agroomont includes annual erosion and vegetation repair.
Art K.,704? The operation and maintenance agreement signed and. notarlxed by the responsible party is provided
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
PROJECT INFORMATION (please complete the following information):
"Level spreadets in sorios can be used on slopes of up to 15% in forostod aroas with leaf littler cover or on slopes of up to 26A in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Optlon Document. This potentially requiros a
minor variance In protected buffor areas in any event the second level spreadcr cannot be located in Zono I of a protected buffer area
LEVEL. SPREADER OPERATION AND MAINTENANCE AGREEMENT
Maintenance activities shall be performed as follows:
1 Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure Any down gradient erosion must be repaired and/or
replanted as necessary
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: ;THOS X .4&,rZZ&
Title: V4?. .are S ?r /??gdcy - Roza 44C
Address: Sao q/Aag / el-!2%-,aAl-__-A?4Z- 7 s x-0
Phone: 9/9- SSO
Signature.
-l
Late:
Note: The legally responsible party should not be a homeowners association unless more-than 50% of the
lots have been sold` and a resident of the subdivision has been named the president.
I, -Lor l 1?1 '-CK a Notary Public for the State of ir1
County of s' .112EPA do hereby certify that Tr C&- Li VI
personally appeared before me this ALT-` day of _1 1 O&y1 and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal
kO A 1i B
SEAL
My commission expires 1. 1-11 ?( C)
Page IotI
FRED SMITH COMPANY
9195508x66 Delivering More For Less
r9rr0.81&i Sfax) W.. W. 6-d•.--I iti• :o'ipary.; err
fsc(r.3?[?
9 2f1sOlithC omp . ,
)engineering Division
MEMO
Date: February G, 2006
To: U.S. Army Corps of l ngineeT3
Morn: Donnie Adams, PE 1,12
Fred Smith Company
Subject: Stream Crossing
Buffalo Creek - Fhusc 10
Johnston County
400 riiverwr 3)A DO%
C wton; NC 275520
The proposed roadway alignment/wetland crossing at the I3uCib1o Creek -Phase 10 project is
raecesslury to access this tract of land. The subject stream ruins completely across the property;
therefore., a single crossing is proposed to provide access. The alignment of the crossing has been
designed peipendicular to the stream to minimize impact to the channel and associated riparian
buffet as possible.
If you have any questions or need any additional infhimation, please give me a call at 919-42,7-
5327.
7
February 17, 2006
EXPRESS REVIEW ACCEPTANCE LETTER
Fred Smith Company-Buffalo Creek, LLC
Attn: Mr. Donnie Adams
400 Riverwood Drive
Clayton, NC 27527
Project Name: Buffalo Creek Subdivision
Dear Mr. Adams:
Alan W. Klimek, P.E. Director
Division of Water Quality
Wake County
On February 17, 2006, the 401 Oversight/Express Permitting Unit of the Division of Water Quality received an
email request from James Dasher, S&EC, regarding a project known as "Buffalo Creek" for acceptance into the
Express Review Program. This letter advises you that your project will be accepted into the Express Review
Program once the following items are received:
WATF9
pG
1. The application fee of $3,000.00 [for the Riparian Buffer Approval and 401 Water Quality Certification
services, made payable to the North Carolina Division of Water Quality];
2. Five (5) complete and collated copies of the PCN Application;
3. One (1) copy of the Addendum; and
4. Five (5) copies of all site plan information pertaining to this project (please refer to the Addendum
http•//h2o enr state.nc.uslncwedands/appadd5.pdf).
Thank you for your attention to this matter. Please keep in mind that the clock for this project will not start until
receipt of the. completed application package and required fee are received. If the impacts are greater than
indicated on the initial interest form and/or the services are different, you may be required to remit an additional
fee.
If you have any questions or wish to discuss these matters further please do not hesitate to call Cynthia Van Der
Wiele at 919-715-3473.
Sincerely,
ApAdUA'
/cvdw
CBK
,,/4ylndi Karoly, Manager
0 /Express Review Oversite Unit
cc: File copy
Central Files
James Dasher, S&EC; 11010 Raven Ridge Road; Raleigh, NC 27614
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
One
N Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
2.,X-P .O Lo - 0 'I, tP 3
Soil & Environmental Co's ll B A
11010 Raven Ridge Road Raleigh, North Carolina 27614 • Phone: (919) &"We • , Fax: (9 9467
www.SandEC.com
Transmittal
• ?r;Ch
To: Project #; 9 to!. u)a Date: a g 07?,
Project Name: && 0 CfefK-;IrAsr-
99( r uffe RVII., ?eO-?5D
Pod ftUh ,eve ?`7coo?
We Transmit to you Herewith:
File:
Drawings ? For your information and files
? Specifications [ For comment or approval
? Brochures or photos ? Returned for correction, resubmit
[2' Correspondence ? Approved as noted
? As per your request
Under-SeparatE Cover:
? By mail
By courier
? • By express
No. Copies Document No. Date Description
2??JU, W kC
Remarks:
If enclosures are not as listed as above, kindly notify us at once.
By. d&aw 0?-Aj I Ids
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone:; [phone]
Fax: [phone]
9961.W2 Buffalo Creek
4 _4 L,^
Subject: 9961.W2 Buffalo Creek
From: "James Dasher" <[e-mail]>
Date: Fri, 17 Feb 2006 11:32:12 -0500
To: <[e-mail]>
CC: "Adams, Donnie " <[e-mail]>, "Jason Payne" <[e-mail]>
Dr. Van Der Wiele,
Attached, please find an Initial Interest Form requesting participation in the 401 Express Review Program for our
client, the Fred Smith Company - Buffalo Creek, LLC.
Our client proposes 119 linear feet of impacts to culvert a stream channel in order to access and develop an 82
acre site in Johnston County. Details are in the attached Initial Interest Form. I will submit the PCN and
Addendum pending your acceptance of this request.
Please do not hesitate to contact me with any questions, requests for clarification, or other comments,
suggestions, or concerns. I will also submit this request via fax for your convenience. Please choose whichever
medium for correspondence that best suits your needs.
Thank you,
James Dasher

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MIMEDefang Administrator <[e-mail]>. For more information about MIMEDefang, see:
http://www.roaringpenguin.com/mimedefang/enduser.php3
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intitial interest form.pdf
9961.W2 Buffalo Creek intitial interest form.pdf
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2 of 2 2/17/2006 1:04 PM
? A
INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS REVIEW PROGRAM
WITHIN THE 401 OVERSITE/EXPRESS PERMITTING UNIT
September 1, 2004
Version 3 P 0 0263
Applicant Name: Fred Smith Company - Buffalo Creek LLC
Applicant Address: 400 Riverwood Drive
Clayton NC 27527
Applicant's phone number: 919.427.8327
Fax number: 919.553.1326
Applicant's email address: dadams(afredsmithcompany com
Consultant Name (if applicable):
Soil & Environmental Consultants, PA
Consultant address (if applicable): 11010 Raven Ridge Road
Raleigh NC 27614
Consultant's phone number: 919.846.5900
Fax number: 919.846.9467
Consultant's email address: idasher(a?sandec.com
Type of action requested under the Express Review Program (check all that apply):
401 Water Quality Certification
? Isolated Wetland Permit
Riparian Buffer Approval
? Stormwater Management Plan
? Stream Origin Determination
# of Determinations Requested
? Intermittent/Perennial Determination
# of Determinations Requested
? Mitigation Plan
? Stream ? Wetland ? Buffers (check all appropriate)
Name of Project: Buffalo Creek County: Johnston
Total project acreage: 82 (acres) Total built out impervious area: -4.18 (acres)
Nearest named stream (from USGS topo map): Buffalo Creek
Please provide a brief description of this project (attach site plan if available):
The proposed project is a residential subdivision The proiect will expand an existing subdivision. Impacts are
limited to one stream crossing necessary to access the site
Please attach a map of site location using USGS 1:24,000 map and county soil survey.
Location of project site - please include reference to the county, nearest name town and highway number:
The site is approximately 82 acres in size and is located approximately 4000 feet west of the intersection of
Thanks ivin Fire Rd SR 1720 and Antioch Church Rd SR 1733).
Proposed impacts:
Acres of 404 wetlands: 0
Acres of isolated wetlands: 0
Linear feet of streams: 119
Linear feet of isolated streams: 0
Square feet of protected stream buffers: 9,347
Has consultant or applicant attended any DWQ-sponsored training sessions in the past two years? If so, please list
which ones. Yes: Express Review in Spring 2005, UP Stream ID in Fall 2005, Benthics in Winter 2006
Has any DWQ staff visited the site? Yes , if yes, please provide DWQ staff name, Mike Horan and
date of visit: 6 December 2005
Which other environmental permits from other agencies will be needed for this project? Please list the permits and
issuing agencies below:
NWP 39 from USACE
Does this project require approval under the State Environmental Policy Act or National Environmental Policy Act?
No
Is this project an After-the-fact application or has this project received a previous Notice of Violation from DWQ?
No
Does this project require approval of a Variance from the NC Environmental Management Commission? No
Are you aware of any local controversy concerning this project? If so, please describe the controversy and any
measures that have been taken with respect to public involvement.
No current controversy attains to this project generally, or to this phase particularly.
This form must be submitted via email (c/o 401expressCcilncmail. net), faxed (919-733-6893) or hand-delivered to the Parkview Building, 2321
Crabtree Blvd., Raleigh, NC 27604. Applicants who are selected to participate in the Express Review Program will be notified via email or fax
within 2 days. Successful applicants will then be instructed regarding detailed procedures for full application (Please Note: Submittals of the review
packages on Friday after 12:00 pm will be stamped as received on the next business day).
Please contact Cynthia Van Der Wiele at 919-715-3473 if you have any questions regarding this form.
2
SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of Water Quality
Trrn N lnvoic,' Type Date Reference
10189 02242006 Invoice 02/24/06 #9961.W2 Express Review
000931
Check Number: 931
Date: 2/24/2006 Check Amt: $3,000.00
Balance Discount Pa; Amount
$3,000.00 $0.00 $3,000.00
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery Is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
I . Article Addressed to:
Fred Smith Company
.Attn: Mr. Donnie Adams
400 Riverwood Drive
Clayton,NC 27520
DWQ# 06-0263-Johnston
A.
X
0 Agent
L n -__.
B. Re eived by (Printed Name) =
D. ?Is delivery address different from item 1?? 0 Ye;
If YES, enter delivery address below: 0 No

3. Serv ce Type
rtified Mail 0 Express Mail
0 Registered etum Receipt for Merchandise
,JOHR
0 Insured Mail
0 C.O.D.
4. Restricted Del'
2. Article Number 1 V ery? (bra Fee) ? Yes
(fransferfrom...... Blab 5 10000 9954 5811
PS Form 3811, February ??Domeslti,6ROeturn Receip4.
102595-02-M-1540
First-Class Mail
UNITED STATES POSTAL SERVICE Postage Fees Paid
USPS
.Permit No. G-10
F• Sender. Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
_?? - I:}l?11???1,Il??tl????l:;???I?t??l,l?llt???Ii??l,(?li„:t?ii?i
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this cans to the back of the mailpiece,
or on the front if space permits.
1 • Article Addressed to:
Fred Smith Company
Attn: Mr. Donnie Adams
400 Riverwood Drive
Clayton,NC 27520
DWQ# 06-0263-Johnston
2. Article Number
(Transfer from service labeq
A.
X
? N-ent
C.
D. A delivery address different from item tT ? Yes
If YES, enter delivery address below: O No
3. Service Type
V Certified Mail ? Express Mail
O Registered gRetum Receipt for Merchandise
O Insured Mail ? C.O.D.
14. Restricted Delivery? (Extra Fee)
A Yes'
7005 1160 0000 9954 5583
PS Form 3811, February 2004 Domestic Return Receipt
102595-02-M-1540
UNITED STATE R.l `CI t C age
USPS _10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
r I
¦ Complete items 1, 2, and 3. Also complete
it
4 if R
t
i
t
d D
li
I
i
d A. Signature
A
ent
13
r
c
e
e
very
em
es
s
es
red. g
X
V?
u i
¦ Print your name and address on the reverse -- ? Addressee
W t-
so that we can return the card to you. g, Re?elved by (Printed Name) C. Date of Delivery
¦ Attach this card to the back of the mailpiece, U
or on the front if space permits. ??
? Y
es
D. Is delivery address different from Rem 1?
1. Article Addressed to: If YES, enter delivery address below: ? No
Fred Smith Company
Attn: Mr. Donnie Adams
400 Riverwood Drive

Clayton,NC 27520 3. Service Type
DWQ# 06-0263-Johnston Certified Mail 13 Express Mail
? Registered AVRetum Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article Number 7005 116 0 0000 9954 5 811,
(Transfer from service labs.
Ps Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540
UNITED STATES POSTAL SERVICE
LISPS
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
First-Class Mail
Postage & Fees Paid
Permit No. G-10

¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front If space permits.
11. Article Addressed to:
Fred Smith Company
Attn: Mr. Donnie Adams
400 Riverwood Drive
Clayton,NC 27520
DWQ# 06-0263-Johnston
A. Signatu
X ? Aont
? Addressee
B,/.e edbA PrtnWd Ij C5/ /?DI t of Delivery
D. Is delivery address different from Rem 1?' ? Yes
If YES, enter delivery address below: ? No
3. Service Type
)1 Certified Mail ? Express Mail
? Registered P Return Receipt for Merchandise
? Insured Mail ? C.O.D.
2. Article Number
(rmnsfer from service labeq
PS Form 3811, February 2004
4. Restricted Delivery? (Extra Fee) ? Yes
I--
7005 1160 0000 9954 5583
Domestic Return Receipt
102595-02-M-1540.!
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UNITED STATE
REGI t irs - al
age
USPS
P -10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
_.._..+?? ?? ?tt?t??trt?t??tt??ttttjrt?tt?t?ttft?t??ttttlttt?r?tl?ttttt?ltl
estricted Delivery is desired.
rAAddressed items 1, 2, and 3. Also complete
namo and add.ress on the reverse
e can return the card to you.
s card to the back of the maiiplece,
front if space permits.
sed to:
A.
? Agent
X U ?l AJ t4-10,1 -- ? Addressee
B. at d by ( Printed Name) C. Date=f Delivery
V7 D. Is delivery address different from Item 11 ? Yes
If YES, enter delivery address below: ? No
Fred Smith Company
.Attn: Mr. Donnie Adams -,
400 Riverwood Drive

Clayton,NC 27520 3. Service Type
DWQ# 06-0263-Johnston ACertified Mail
? Registered ? Express Mail
)IM'fietum Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
2. Article
(transfer from from service /a6e 7005 1160 0000 9954 5811
PS Form"3811, February 2004 Domestic Return Receipt 102595-02-M-1540
UNITED STATES POSTAL SERVICE
First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
_??:- illl?TIIIII?lil?liiillllllillillid lill M lll.1ild iliiililll
¦ Complete items 1, 2, and 3. Also complete
Item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Fred Smith Company
Attn: Mr. Donnie Adams
400 Riverwood Drive
Clayton,NC 27520
DWQ# 06-0263-Johnston
A. Signatu
13 X _ Ayient
r r"' ? Addressee
B. ed7 PfinWd Dat /o pDII?rY
D. ,(s delivery address different from item 1?' ? Yes
If YES, enter delivery address below: ? No
3. Service Type
JA Certified Mail ? Express Mail
? Registered RRetum Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? yes,
2. Article Number
(linnsW from service labeli
7005 1160 0000 9954 5583
Ps Form 3811, February
Domestic Return Receipt
102595-02-M-1540.
UNITED STATE irs - a!
R.EGI t age
USPS
' P -10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
,.- ? ... L.°?..?'.:' 1Ftitliltl?l?Ittltltlt?lt?lt?!{!1?l?3?1!llt?ltl?l?tl?Fttt21?I!

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1 111\ 11 l,. ~ / / ~ \ \ \ I / ~ / _ , 1 1 11 11 I iii / , / ~ ~ \ ~ ~ \ \ ~ \ / l , ~ ' / / t / \
111111111 X \ ~ / ~ ~ ~ \ \ \ / ~ i// I 1 1 11 111 1 1 / / / ~ ~ ~ ~ ` \ / / ~ ~ / / / / LEVEL / STATION LEFT DIMENSIONS
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~ 111 II 1 I / / / ~ ~ \ \ \ / / /v ~ RIGHT WIDTH WIDTH
\ I 1 11111 i I - i / ~ \ / I 8 ~ L~~ / / 1 HUNTER LANE 24+25 L 10' 0.5' 3' 25'
111 2 / ~ / ~ 1 I ~ Z \ \ / 1 - ~ 0~~, 4 ~ DE \ ~ z 2 HUNTER LANE 24+25 R 10' 0.5' 3' 25' O
3 HUNTER LANE 25+25 L 10' 0.5' 3' S0' ~ U1
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/ ? i I III \ ~ ~ ~ / ~ 1 1 \ / 1 11 1 ~ ~ / ~ ~ 1
i / I IIII 1\\ \ \ ~ i I 1 1 TR. / !(1111 \ - / 1 5 I 11111\ \ \ / / ~ 1 1 1 ~ TRAP STATION LEFT TR,4P DIMENSIONS 6 STREET A 25+25 R 10' 0.5' 3' 25' STREET ~ OR W WEIR
I I III 1\ \ ~ / / / 1 1 ~ # RIGHT FT FT FT LENGTH
\ \ ~ / ~ ! I LEGEND , 1 HUNTER LANE 2a+25 L 12.9 25.8 2 4 INLET TABLE
2 HUNTER LANE 2a+25 R 12.9 25.8 2 4
\ \ 11 \ \ ~ ~ / / ~ I I i CHECK DAM ~ 3 HUNTER LANE 25+2s L 24.7 49.5 2 8 TOC INV INV FlLE
INLET TYPE STREET 4 HUNTER LANE 25+25 R 14.5 29.0 3 4 ELEV. (N OUT BUFFALO CRK
\ \ \ \ ~ ~ ~ ~ f~/ ~ / l INLET PROTECTION 5 STREET A 3+05 25.7 51.3 2 8 A FES HUNTER LANE 4+77 DESIGN
6 HUNTER LANE 34+15 L 30.4 60.9 2 8 2 (34.3 R) DCA
\ \ ~ ~ / / TEMPORARY DIVERSION \ ~ / / g FES HUNTER LANE 24+77 (43.0'L) DRAWN 7 HUNTER LANf 50+5o L 19.9 39.8 2 4
` ` \ ~\~~.`r' PERMANENT DIVERS/ON C FES HUNTER 1ANf 34+25 (23.6 R) ~S
l \ \ ~ ~ ~ / I \ \ PIPE DETAIL TABLE D FES HUNTER LANE 34+25 (32.4'L! CHECKED DCA
1 SILT FENCE \ OUTLET PROTECTION E FES HUNTER LANE 44+60 (23.9'RJ HCRIZDNTAL SCALE
~ CULVERT ~ CONSTRUCTION LIMITS }-H~}}}}}~-F}~ STREET LENGTH DIA PIPE END SLOPE F FES HUNTER LANE 44+60 23 9 L 1 " = 100 STREET FROM TO ~ IN TYPE TREATMENT 9' STONE ~
~ ~ # \ VERTCAL CALE (FT) (FT) (FT) CLASS N A
~ ~ ~
HUNTER LANE A B 80.0 42 RCP FES o Both Ends 1.1 28 18 2 B DATE
TEMPORARY SEDIMENT TRAP ST 2 HUNTER LANE HUNTER LANE B C 56.0 24 RCP FES o Both Ends 1.2 16 10 2 B GRAPHIC SCALE 1 20 05
ST 3 HUNTER LANE L><Jl STRAW MULCH SECURED "NOTE HUNTER LANE D E 48.0 18 RCP FES ® Both Ends 1.1 9 6 2 B goo o so JOB NO. 100 zoo J400 DCA
**NOTES** 1. PIPE LENGTH INCLUDES PIPE END TREATEMENT SHEEP
W/ NETTING
2. SEE EROSION CONTROL DETAIL SHEET FOR 5
SPECS ON INLET PROTECTION ( IN FEET) OF 1 inch = 100 ft ~~.6

~ CUL VER T STl CONSTR UCTION SE UENC~ Q SEQUENCE
~ ~o i ~ i
o 1. Install temporary sediment traps, level spreaders, and ,,,6 ~ INSET 1 readers, and ~ 1 ~ 1 ~ i ~
o silt fencing adjacent to stream crossing. Traps and lev raps and level 1 1 ' ~ N 1 i ~
SCALE.' 1 = 4~ s readers must be outside of 50' ri arian buffer. ~ P P puffer. \ ~ N
r~ ~ 2. Rough grade and establish site outside riparian buffe I \ / ~ iparian buffer. \ i
~ o o0 l I \ i i s
° ~ ' ; C~ 3. Install cofferdam upstream of crossing, install rock nstall rock I I \ 1 ~ o / U I I / ~f
check dam downstream of crossing. Water must be SITE gg pumped from in front of the cofferdam to the rock must be 1 0 ~ ~ I I 1 Z ~ /i Z the rock ~ ~ o
ARCHER o check dam, while the pipe is being installed. Installatioi I 1 5 ~ Installation I I ~ \ / Z
0o LODGE ~ ~1 X33 9 must be completed in one day. I 1 1 i I I ~ \ ~ „a
. I''' ' • ~ 1 4. When pipe installation is complete, convert rock chec I ~ s. / / N Z rt rock check I I I 55 <<~ / o
l ~3s os ~ 9 dam to appropriately sized energy dissipater on outlet o on outlet of / I 1 ~ ~ / ~
,w ' ! 135 ~r`' pipe, then remove cofferdam. soh i 1 ~ u" d I ~ ~ 5 I
~ ',FLOWERS JORDAN ~M„9 ssl 5. Ensure that silt fencin has been installed down slo o ~ 3 1 ~
^~o~ ~ from all disturbed area inside the buffer, ~d down sl e ~ 6\ / I . oP a ~ 1 5 1 l S 6 ~ \ I 1 + _ I I
4 9 TO CLAYTON \ ~ as o / \ \ I
~ ~ ~~„9 6, Finally, seed and mulch slopes and all disturbed arec ND isturbed areas. / I I / / / I
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25 1 i ~ l ` / ~ ~ /
~ 1 x ~ ~ ~ / 1 1 LEVEL LEFT DIMENSIONS ~ SPREADER STATION
1 2 ~ ~ ~ ` ~ , - ~ ~ STREET ~ OR ENTRANCE END DEPTH LENGTH
x ~ ~ / ~ ~ # RIGHT WIDTH WIDTH
1 HUNTER LANE 24+25 L f0' 0.5' 3' 25'
1 I 2a o ~ / 1 `~~~~i 2 HUNTER LANE 24+25 R 10" 0.5' 3' 25' Z O
Tgp,Y 3 HUNTER 1ANE 25+25 L 10" 0.5' 3' S0' i~
1 I ~ \ TEMPORARY SEDIMENT TRAP TABLE 4 HUNTER LANE 25+25 R 10' 0.5' 3' 25' a
1 ~ 1 I 1 i ~ ~ 5 ~ ~
~ I I \ ~ 5A ~ ~ \ TRAP 27 ~ 2 LEFT TR,4P DIMENSIONS HUNTER LANE 50+5o L 10 0.5 3' 3o W TRAP STATION 6 STREET A 25+15 R 10' 0. '
i ~ g I I \ ~ i STREET ~ OR WEIR 5 3 75 # RIGHT FT FT FT LENGTH
~ I ~ - I LEGEND
1 ~ 1 i HUNTER LANE z4+25 L 12.9 25.8 2 4
' ~i 6 \ ,i I 2 1 \ 6A 2 ~ 1 CHECK DAM ~ s 2 HUNTER LANE 24+25 R 12.9 25.8 2 4 INLET TABLE 3 HUNTER LANE 2s+25 L 24.7 49.5 2 8
~ \ / I \ \ 4 4 HUNTER 1ANE 2a+25 R 14.5 29.0 3 4 INLET TYPE STREET TOC INV INV n~
\ \ ~ / INLET PROTECTION \ / 5 5 STREET A a+as 15.7 51.3 2 8 ELEV. 1N OUT BUFFALO CRK
\ ~ ~ / 6 DESIGN 6 HUNTER LANE .~+25 L 30.4 60.9 2 8 A FES HUNTER LANE ?4+77 (34.3'R) 247.0
\ ~ TEMPORARY DIVERSION 7 HUNTER LANE 50+50 L 19.9 39.8 2 4 DCA
\ ~ Q FES HUNTER tANE 24+77 (43.o'L) 245.0 DRAwN 8 HUNTER LANE 44+so L 23.2 46.3 2 6 C FES HUNTER LANE 34+25 (23.6'R) 257,0 DAS LS
\ PERMANENT DIVERSION 8 ~PD~ \ CHECKED
~ EROSION CONTROL D1TCH LINER: SILT FENCE Pl PE DETAIL TABLE D FES HUNTER LANE 34+25 (32.4'L) 255. D DCA
1 STREET.• LEFT STATION RIGHT STATION CONSTRUCTION LIMITS OUTLET PROTECTION E FES HUNTER LANE 44+60 (23.9'R) 233.5 HORIZONTAL. SCALE
\ CULVERT O ~ HUNTER LANE 19+50 - 24+00 19+50 - 24+00 TEMPORARY LINER STREET I LENGTH DIA PIPE END SLOPE 1 " = 100' STREET FROM TO TYPE STONE F FES HUNTER LANE 44+60 (23.9'L) 233.0
0 b _ (FT) (1N) TREATMENT (q) vERrICAL cALE (FT) (FT) (FT CL4SS N A
R ~ ' HUNTER LANE 26+00 28+50 PERMANENT LINER TEMPORARY SEDIMENT TRAP \ ^ P . ~ ST 1 HUNTER LANE • INTER LANE A B 80,0 42 RCP FES 0 Both Ends 2.50 28 18 2 8 DATE
1 n11 NflNTFR IdNF 9R~.!)!) - ;t1a5l1 9R~.5fl - .37~-5(l TFdfPt7RARY IINFR
X ST 2 HUNTER LANE INTER LANE 8 C 56.0 24 RCP FU 0 Both Ends J.57 20 12 2 8 GRAPHIC SCALE 1 15 Ub
R - ' HUNTER LANE 40+00 44+50 40+00 44+50 TEMPORARY LINER P - P P INTER CANE D E 48.0 18 RCP FES 0 Both Ends 1.04 9 6 2 8 JOB NO.
HUNTER LANE 45+00 - 49+00 TEMPORARY LINER STRAW MULCH SECURED ST 3 HUNTER LANE W NETTING STREET A 0+00 - J+00 0+00 - 3+00 TEMPORARY LINER 100 0 50 100 200 p~- ~a b?J aoo DCA
**NOTES** '*NOTES** 1. PIPE LENGTH INCLUDES PIPE END TREATEMENT SHEET
STREET A OUTFALL PERMANENT LINER PERMANENT DITCH LINER \ \ 2. SEE EROSION CONTROL DETAIL SHEET FOR 2
HUNTER LN. OUTFALL PERMANENT LINER SPECS ON INLET PROTECTION ( IN FEET) OF
1 inch = 100 ft. 8