20030684 Ver 1_COMPLETE FILE_20030606

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July 23, 2003
DW Q# 03-0684
Guilford County
Mr. Bill Yearns
Linville Farms, LLC
14 Wedgewood Court
Greensboro, NC, 27403
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Yearns:
You have our approval, in accordance with the attached conditions, to place permanent fill in 267 linear feet
of perennial streams in order to construct the Linville Oaks Subdivision in Guilford County, as described in your
application received by the Division of Water Quality (DWQ) on June 6, 2003 and in additional correspondence
received July 23, 2003. After reviewing your application, we have determined that this fill is covered by General
Water Quality Certification Number 3402, which can be viewed on our web site at
http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use Nationwide Permit Number 39 when it
is issued by the U.S. Army Corps of Engineers. In addition, you should get any other federal, state or local
permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Non-
Discharge, Randleman Rules and Water Supply Watershed regulations. Also this approval will expire when the
accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you
change your project, you must notify us in writing and you may be required to send us a new application for a
new certification. If the property is sold, the new owner. must be given a copy of the Certification and approval
letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in
the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification, as well as
the additional conditions listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and
waters or areas within 50 feet of all streams and ponds on the property. These mechanisms shall be put in
place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later). A sample
deed notification format can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands ;
2. We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate for the
impacts to streams. In accordance with 15A NCAC 2R .0402 and 15A NCAC 213 .0242(7), this contribution will satisfy
our compensatory mitigation requirements under 15A NCAC 2H.0506(h) and 15A NCAC 2B .0233(10). Until the
Wetland Restoration Program receives and clears your check (made payable to: DENR - Wetlands Restoration
Program), stream impacts (including fill) shall not occur. Mr. Ron Ferrell should be contacted at [phone] if you
have any questions concerning the Wetland Restoration Program. You have one month from the date of this
Certification to make this payment. For accounting purposes, this Certification authorizes the fill of 267 linear feet of
perennial streams in the Cape Fear River Basin, Cataloging Unit 03030002, and 267 linear feet of stream mitigation is
required. Please be aware that the Wetland Restoration Program (WRP) rules require rounding of wetland impacts to
the nearest foot (15A NCAC 2R .0503(b));

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919733-6893 (fax), (hn://h2o.enr.state.nc.us/ncwetlands)
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
Coleen H. Sullins, Deputy Director
Division of Water Quality
3. The culverts required for this project shall be installed in such a manner that the original stream profiles are
not altered (i.e. the depth of the channel must not be reduced by a widening of the streambed). Existing
stream dimensions (including the pattern and profile) are to be maintained above and below locations of each
culvert. The 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.
The Applicant must submit a plan and receive written approval from this Office to address any head cutting
that will occur as a result of this project (e.g., use of cross vanes downstream of the culvert).
Use of native 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;
4. 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.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition
which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings,
6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding
unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of. the Clean Water Act.
If you have any questions, please telephone Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-
771-4600 or Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
Alan W.. Klimek, P. .
AW K/cbk
Attachments
cc: Corps of Engineers Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
File Copy
Vance Bostock, 3935 Brian Jordan Place, Suite 137, High Point, NC, 27265
030684

NORTH CAROLINA-DIVISON OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2 H .0500, Mr. Bill Yearns of Linville Farms, LLC has permission as. outlined
below to fill 252 linear feet of perennial streams in order to construct the Linville Oaks Subdivision in Guilford ,County,
North Carolina. All activities associated with these authorized impacts must be conducted with the condition "s listed in the
attached certification. THIS CERTIFICATION IS NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT
WETLAND RESTORATION PROGRAM
LOCATION: Linville Oaks Subdivision
COUNTY: Guilford
BASIN/SUBBASIN Cape Fear (03-00-00-02)
Impacts:
267 linear feet of perennial streams
As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to compensate for
the above impacts through the restoration, creation, enhancement or preservation of wetlands as outlined below prior to
conducting any activities that impact or degrade the waters of the state.
Mitigation:
267 linear feet of perennial streams by WRP required for the 401 Water Quality Certification. In correspondence dated
June 6, 2003, the WRP indicated that up to 504 linear feet of stream mitigation will be conducted by WRP if necessary for
the 404 Permit.
Note: Linear foot requirements proposed to be mitigated through the Wetland Restoration Program must be rounded
to the nearest foot and acreage requirements must be rounded to one-quarter acre increments according to 15 2r
.0503(b).
One of the options you have available to satisfy the compensatory mitigation requirements is through the payment
of a fee to the Wetlands Restoration Fund per NCAC 2R .0503. If you choose this option, please sign this form and mail it
to the Wetlands Restoration Fund at the address listed below. An invoice for the appropriate amount of payment will be
sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU
RECEIVE NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE WETLANDS RESTORATION
PROGRAM.
Signature Date
WETLANDS RESTORATION PROGRAM
DIVISON OF WATER QUALITY
1619 Mail Service Center
RALEIGH, N.C. 27669-1619
(919)-733-5208
(IPTI ENGINEERING AND SURVEYING, INC.
Land Development Consulting
WETLAV S/401 CSR V
July 21, 2003
JUL
North Carolina Department of Environment and Natural Resources
Water Quality Section
2321 Crabtree Blvd.
Raleigh, NC 27604-2260
Attn: Cyndi Karoly
Re: Linville Oaks Subdivision: DWQ Project #03-0641
Guilford County
Dear Cyndi:
I am writing this letter in response to your letter dated July 16, 2003. Enclosed is a copy of the
letter from Ronald Ferrell accepting payment into the North Carolina Wetlands Restoration
Program for a maximum of 504 feet of stream impact.
We are revising the total impacts to 267 linear feet from the 252 linear feet proposed to allow for
the crossing of septic lines for lots- 34-37. These lines will be placed in the same trench and will
involve 15 linear feet of additional stream impacts.
Please review this information, and if acceptable, issue the 401 permit as soon as possible so that
the developer can make the appropriate payment to NCWRP.
Very truly yours,
Engineering and Surveying, Inc.
ruby, E
President
Cc: Todd Tugwell, USACOE-Raleigh
3935 Brian Jordan Place • Suite 137
High Point, NC 27265
Telephone [phone] Fax [phone]
North Carolina
Department of Environment and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Sincerely,
R"?,5-
Ronald E. Ferrell,
Program Manager
cc: Cyndi Karoly, Wetlands/401 Unit
Todd Tugwell, USACOE-Raleigh
Steve Mitchell, DENR Raleigh Regional Office
file
Wetlands Restoration Program 1619 Mail Service Center Raleigh, NC 27699-1619
[phone] Fax: [phone]
Vance Bostock, PE
CPT Engineering & Surveying, Inc.
3935 Brian Jordan Place, Suite 137
High Point, NC 27265
Subject: Project: Linville Oaks Subdivision
County: Guilford
_e1n
NCDENR
June 6, 2003
The purpose of this letter is to notify you that the North Carolina Wetlands Restoration Program (NCWRP) is
wiiing to accept payment for stream impacts associated with the subject project. Please note that the decision by
the NCWRP to accept the mitigation requirements of this project does not assure that this payment will be
approved by the U.S. Army Corps of Engineers and the N.C. Division of Water Quality Wetlands/401 Unit. It is
the responsibility of the applicant to contact these agencies to determine if payment to the NCWRP for impacts
associated with this project is appropriate.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued
404 Permit/401 Certification within this time frame, this acceptance will expire.
The stream mitigation will be provided as specified in the 401 Water Quality Certification and/or Section 404
Permit for impacts associated with the subject project in Cataloging Unit 03030002 of the Cape Fear River Basin.
The mitigation will be performed in accordance with the Memorandum of Understanding between the N.C.
Department of Environment and Natural Resources and the U.S. Army Corps of Engineers dated November 4,
1998.
Stream
(linear feet) Wetlands Riparian
(acres) Riparian Buffer
(ftZ)
Impacts 252
Mitigation Maximum 504
Based on the information supplied by you in a letter dated June 4, 2003 the stream restoration that is necessary to
satisfy the compensatory mitigation requirements for this project is summarized in the following table. The
maximum amount of mitigation that the NCWRP will accept for this project is also indicated in this table.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
' Jul'22 03 02:54p CPT Engineering 336-812-8780 p•2
North Carolina
Department of Environment and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
mNCDENR
June 6, 2003
Nance Bostock, PE
CPT Engineering & Surveying, Inc.
3935 Brian Jordan Place, Suite 137
High Point, NC 27265
Subject: Project: Linville Oaks Subdivision
County: Guilford
The purpose of this letter is to notify you that the North Carolina the
subject Wetlands Res oratPlease ion Pro note th tNthe C decision by
willing to accept payment for stream impacts associated
the NCWRP to accept the mitigation
Div lion of Water Quality Wetlands 401 Unit. It is
of Engineers and this project
approved by the U.S. Army y Corps o the responsibility of the applicant to contact these agencies to determine if payment to the NCWRP for impacts
associated with this project is appropriate.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued
404 Permit/401 Certification within this time frame, this acceptance will expire.
Based on the information supplied by you in a letter dated June 4, 2003 the stream restoration that is necessary to
accept for summarized in the
satisfy the compensatory mitigation the NCWRP for
ro'ect is also indicated in this tab ehe
maximum amount of mitt anon that
ream Wetlands Riparian Riparian Suffer
Im acts 22,522
Maxitnum 504
Mitigation ction 404
The stream mitigation will be provided as specified in the 401 Water Quality Certification and/or Se
Permit for impacts associated with the subject project in Cataloging Unit 03030002 of the Cape Fear River Basin. the N The mitigation will be perfin accordance with the Memorandum of ormed
d t d November 4,
al Resources and the U.S. Army Corps of Engineers
Department of Environment ment
1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Sincerely,
cc: Cyndi Karoly, Wetlands/401 Unit
Todd Tugwell, USACOE-Raleigh
Steve Mitchell, DENR Raleigh Regional office
file
Ronald E. Ferrell,
Program Manager
Wetlands Restoration Prograrn 1619 Mail Service Center Raleigh, 73365321619
[phone] (?
?oF ?ArFRQ
`Q P
F?j r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 16, 2003
Guilford County
DWQ Project No. 03-0684
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Vance Bostock
Linville Farms, LLC
14 Wedgewood Court
Greensboro, NC, 27403
Dear Mr. Bostock:
On June 6, 2003, the NC Division of Water Quality (DWQ) received your application for a General 401 Water Quality Certification to
impact 252 linear feet of streams in order to construct the Linville Oaks subdivision in Guilford County. In accordance with 15A NCAC 2H
.0506, a thorough inspection of the site has been conducted by Mr. Dave Penrose of the DWQ Central Office and also by Mr. Daryl Lamb
of the DWQ Winston-Salem Regional Office. DWQ has determined that the subject streams are in fact perennial, not intermittent, and
that significant uses would be removed or degraded by this project. Since the perennial stream impacts associated with this project
exceed 150 linear feet, compensatory stream mitigation is required in accordance with 15A NCAC 2H .0506(h). You have the. following
options for satisfying the stream mitigation requirement associated with this project:
1. Payment into the North Carolina Wetland Restoration Program (WRP), if the WRP will accept the responsibility for conducting this
mitigation work, or
2. Preparing and implementing a stream mitigation plan with a minimum of a 1:1 restoration component for 252 feet of impacts.
If you decide to pursue use of the Wetland Restoration Program in lieu of developing your own stream mitigation plan, you will
need to contact Mr. Ron Ferrell with the WRP at [phone] to see if they will accept the project. You should note that mitigation
requirements proposed to be mitigated through the Wetland Restoration Program must be rounded to the nearest linear foot increment
according to 15 2r.0503(b).
Furthermore, please discuss how the project design will allow for septic pipes from lots 34 through 37 to access the septic system
without impacting the stream.
Until the information requested in this letter is provided, I will request (by copy of this letter) that the Corps of Engineers place this
project on hold. Also, this project will be placed on hold for our processing due to incomplete information (15A NCAC 2H .0507(h)).
Thank you for your attention. If you have any questions, please contact Daryl Lamb in the DWQ Winston-Salem Regional Office at
336-771-4600 or Cyndi Karoly in Raleigh at [phone]. Questions regarding the Wetland Restoration Program may be directed to
Ron Ferrell at [phone].
Sincerely,
John Dorney
cc: Corps of Engineers Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Ron Ferrell, WRP
File Copy
Central Files
Ron Linville, WRC
Vance Bostock, 3935 Brian Jordan Place, Suite 137, High Point, NC, 27265
030684
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htro://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877.-623-6748
4%
Triage Check List
te: 4 d o3
To:
FILE
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Project Name: CJ?vk" X4 OAV-?, -Sz?
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DwQ#: 63 - 0 Z9
County:. wt
Wry *
Mike Parker
Ken Averitte
Alan Johnson
Steve Mitchell
±rom:
WARO
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WSRO
Telepb
Tom Steffens
Noelle Lutheran
Cyndi Karoly (Central Office)
?ve-
one: (919)
The fide attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Cream 1
tream determination
? wetlan a m ation and distance.to blue-line surface waters on USFW topo maps
? Minimi?atipn/aVOidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman).
? Pond fill
..
? Mitigation Ratios'.
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
mments:

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FILE COPY
CPT Engineering and Surveying, Inc.
3935 Brian Jordan Place - Suite 137 • High Point, North Carolina 27265 • Phone [phone] • Fax [phone]
LETTER OF TRANSMITTAL
To: NCDENR
401 Wetland Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Date: 6/4/2003 Job No:232-02
Attention:
Re: Linville Oaks Subdivision
F
R gnvurl
We are sending you: JUN x, b ')003
x Attached ? Under separate co,92 :®6 ®' RATE v a i jtterns:
? Plans ? Diskette(s) ? For Approval ? For Review ? Specifications
? Other:
Remarks: Please review and let me know if you have comments.
CC:
Vance Bostock PE
CPT ENGINEERING AND SURVEYING, INC.
zOft 1 LN Up r
Status Code: A. Approved D. Rejected - See Remarks G Approved - As noted
B. Sign and Return E. For your information H. As Requested
C. Amend and Resubmit F. Refer to Remarks L Review and Comment

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FO ffiee Use Only:
USAC'L Action ID No t'Or", Vcrsion rcbmary 2002
No.
No.
Ifany particular itetn is not applicable to this project, please enter "Not Applicable" or "N/ "
leaving the space blank. A rather than
1• Processing
0 a
1. Check all of the approval(s) requested fo lie fo?
,Section 404 Permit
? Section 10 Permit
:401 Water Quality Cert ifcation
El Riparian or Watershed Buffer Rules
11.
2. Nationwide, Regional or General Periniit Number(s) Rec uested• q
1 ?I'wP "?l
3. If this notification is solely a courtesy copy because written approval for the 401
is not required, check here: El Certification
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP is r
mitigation of impacts (sec section Vill - Mitigation), check here: El
) p oposcd for
Applicant Information
I. Owner/Applicant Information
Name: '.,)
Mailing A(Jdress:l!±_ ?vfl :. 1 i"x
I cIcpnone Nlllnber:
Fax Number:
E-mail Address:
?Pc5r1? S (C 41
2. Agent Information (A signed and dated copy of the Agent Authorizati
attachcd if the Agent has si nato to must be
Name: on let
b ry authority for the owner/applicant.)
,
Company Affiliation.
Mailing Address:
Telephone Numbs : h .
F-may Address: ,? fx? l_n i

JUN l? 6 10 0 3
R ? t p
rf
Fax Number:_CS ;t) R la-tf ????
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan show'
boundaries and development plans in relation to surrounding plan showing Properly
and site plan must include a scale and north arrow. b properties. Both the vicinity map
impervious surfaces, or other facilities must be included. 1i11 possible, tlotPl`r)stts of all buildings, and include the appropriate USGS Topographic Quad Map and NRCS Soil Survey twith Ptlo ans property
should
boundaries outlined. Plan drawings, or other maps may be included at the a > >lica? ' • •
! ! )t s drscrctrUn,
so long as the property is clearly defined. For administralivc and distribution purposes,
hte
USAC1? requires infurnurtion to be subnriUul on sheets no larger than I I by 17-1 nch Iho4vcvcr, DWQ may accept paperwork of any sire, pWQ prefers full-sire consto?ructnituron
;
drawings rather than a sequential sheet version of the full-size plans. If full-size
reduced to a s?nall scale such that the final version i s i llc e plans are
the project has been placed on hold until dipherable maps leare , the ov)iddnt will be ")fo rmed that
ec
1. Name ofproject:_L'
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number ("I'ax PIN : CL - ,
4. Location
County:-
Subdivision name (include phase/lot nurnbcr Nearest ? own'
Directions to site (include road numbers, landmarks, etc.): a
it ? ? r•? l.+
5 /V(-
site coordinates, if available (UTM or Lat/Long): /V jf, 1
(Note - if project is linear, such as a road or utility line, attach a sheet that selaratcl
coordinates for each crossing Of a distinct waterbody.) p y lists the
6. Describe th+e existing land use or condition of the site at the time of this application:
7. Property size (acres):
8
9
stn.
(Note - thismust be on of North Carolina's seventeen designated major river
River Basin map is available at IllJI) i!h2o.enr.state.nc.us/adtnin/In s/. J basins.
Nearest body of water (stream/river/sound/ocean/lakc
River l3,
The
Page 6 or 12
• • 10. Describe
le , the Purpose of the proposed work:- 1"vc
?1Crt-P<
l [ . List the type of equipment to be used to construct the project: r_ ,, ?
k4l " F w?
12. Describe the land use in the vicinity of this project:
:i
IV* Prior Project IIistory
If jurisdictional detenninations and/or permits have been requested and/or obta'
project (including all prior phases of the same subdivision) in the past, please cx )lain for this
the USACI Action ID Numbcr, DWQ Project Number, application date, and dale
permits certifications were issued or withdrawn. Provide Number, application
photocopies of at I Include
certifications or other useful inforrrurtiorr. Descnbc previously ,! )l)rove and
butter impacts, along with associated previously issued permits,
(where applicable). If tills is atINCDU'I`proJ Jcct,
list and describe permits issued for prior segments of the same T.I.P. Construction schedules. project, along with
(?,?.. ! r " er l`
---
V• Future Project Plans
Are any future permit requests anticipated for this project? tf so, describe the anticipated work,
1
and provide justification for the exclusion of this work from the current application.
4L',. 'L? r ,
nos rye.
VI* Proposed Irnpucts to Waters of the United States/Waters of the state
it is the applicant's (or agent's) responsibility to determine, delineate and 111,1 a
wetlands, open water, and strcahannels associated with the project. The applicant
i justification for these irn c111pacts
prov de in Section VI( below. All proposed im}pactsll, permanent to
and temporary, must be listed herein, and must be clearly idcntiG?ble oil an a(,uCOn1p;Umlyrustnb, also
urnent
plan. All wetlands and waters, and all streams (intermittent and perennial) ,just be shown oil l site
delineation 111,11), whether or riot impacts are proposed to these systems. W
cvaluatron and` delineation forms should be included as appropriate. Photographs ea tt
m
d nay ea be
included at the applicant's discretion. IC this proposed i P.[c•t is stri for egwetland an or stream
ctly
nutip;atiun, list and describe the impact in Section Vlll below. If additional s pace is needed
listul? or description, please attach a separate sheet }ace is needed for
Page 7 of 12
1. Provides brill Written description of the proposed impacts: ?? j, f,I r
2. Individually list wetland impacts below:
Wetland Impact
Site Number Area of Located within -----
Type of Impact' Impact I00-year Flood plain' ` Distance to --- --
indicate on nta? { Nearest Stream Type of Wetland
acreses/no lincar feet)
- l >_ _ 1
List cacti ""Pact l scparatcly and identify Iernlxtrary iutpacts. hnpacls include, but arc not liutitexl Io: mochanizal clearin
e.KcavaUOn, floooding Jilchin drainer
•• I00-Yrar f O(APIaims are identified through FO (Linis. tile Fed ral1I.' ' IS( Mt hl ungcmcol
online al hl l?ll,stnrctur (MA'' and flooding. b d.radutg, till,
(FIKh1), uIlFp;/[??tI:MA-aPt)rovccf local Ilctodplaut maps. Maps are a1'allable through the I:[: . , Se MA Caller a(I irance S8-94
) Flood Insurance Itatc
aps
\?t, lcm;i. gur.
Li
11h1, or
Us( a wctland type that best describcs wetland to be impacted (c.
••• ('arolina !3n\, bog, clc.) b, fresh\vatcr/saltuatcr marsh, forested wctland, -leaver
pond,
List the total acreage (estimated) of all existing Total area of wetland impact proposed: b wetlands on the property:
3. Individually list all int i
erm
ttent and Perennial stream im pacts below:
Strc:un Impact

--- --__-
____

Site Nuntbcr
rYPc of Impact`
indicate rttaJ? -
1_engtI of
Ira "c t
P' ' Stream Name -

Average Width
ofSlr

Perennial r
_
4A
linear feet
C clnt

Before Im tact _
intermittent?
__ )Icasc s )cclf

art
- --- } AZT
--
-
_ --D 1 LT i

List each impact scparatcly an it 'ltcnt I --- -?L-.
porary impacts. tint>acls inclutlc, but arc not Iirnittxl lo: culverts and assttcialal rip-rap,
Jams (separately list impacts due to b()(11 structure; and flooding
), relocation (innclude linear feel efitrc and alter, and act loss/gain),
slabiliiauon acti\'itics (ccntcnl wall, rip-rap, crib \call, ?'abious, etc.), excavatio. Jitchingir fe lbefor
.. Illopowd, plans alld plUlllcs SITU\t'Illg the linear looli ull for both I}tc original and relocated sUcanu trust be etc. If
stream Stleant names c:ut be linutd on USGS topographic maps. If a stream has no name, list as UT (annealed Iribi17nlor`IoCallctll is
downstic.1111 named sllcant Into which it flows. USGS claps arc ;n'ailable through the USGS at 1-800-358-9616, or
\?\?? ?!g1•!,'or. online at
Several intcrnet silcs also al?o\v direct download and printing of USGS lma s ) he nearest
+!N ?5_autpilucsl coin, clc.).
Cumulative impacts (linear distance in feet) to all streams on site:
r
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Upen Water Impact
Site Number Are_110 f
Type of Impact' Impact Name of Waterbody Type of Waterbody
(indicate on map) (if applicable) (lake, pond, estuary, sound,
1C['CS? bay, Ocean. etc.)
' list each i+n acl scP?ualcl ? I
p Y a++d identify temporary impacts. Impacts include, but arc not limited lo: fill, excavation, dredging,
flooding, drainage, bulkheads, cfc.
5. Pond Creation
if construction of a pond i
Included above s proposed, associated wetland and stream impacts should be
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
Describe the method of construction (e.g., ? stream [] wetlands
dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local storlnwater requirement, etc.):
Size of watershed draining to pond:
Expected pond surface area:
V11, Impact Justification (Avoidance and Minimisation)
Specifically describe measures taken to avoid the proposed
int'ormation related to site constraints such as topogra yc build ng ordinan c s, ibilprovit, financial viability of the project. The applicant play attach drawings of alternative, lower-iyipact
site layouts, and explain why these design options were nit feasible. Also discuss how impacts
were mirtinuzed once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
r)`' ?' ' 4> }?' "Jul i t
..5

VIII, Mitigation
DWQ - In accordance with 15A NCAC 21-1 .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.
I .vA n P,1` „t
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
neccssauy to ensure that adverse ef-Iects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of' the project; establishing acid 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;, restorin .
functions and values, preferable in the same watershed. b' enhancing, or preserving similar
If' mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACI? or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
Incomplete. An applicant may also clioose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide tier Stream Work in North Carolina, available at
http://h2o.enr.state.tic.tis/ncwctlands/strm ,i(le.litml.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach dircclions
and/or map, if'otlsitc), affected stream and river basin, type and amount (acreage/linear feet)
of, mitigation proposed (restoration, enhancement, creation, or
preservation mechanism (e.g., preservation), a plan view,
description of'the current site ond tionsraridrproposed method oflconst utctint, etc ), and
a separate sheet if more space is needed. on. Please attach
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicatin
you would like to pay into the NCWRP. Please note that payment into the NCWRP mustlbe
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit iC payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at httI //122.cnr.state nc.u?/%vrprin?c? Ium. If
use of* the NCWRP is proposed, please check the appropriate box on page three and provide
the following information.-
Amount of stream mitigation requested (linear feet : c
)
Amount of buffer mitigation requested (square feet): ,
Amount of Riparian wetland mitigation requested (acres):
Amount of'Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):-
Page 10 of 12
1X* Environ?ncntal DOCUMCntation (DWQ Only)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state and?
Yes No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SLPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
lfyes, has the document review been finalized by the State Clearinghouse? Ifso, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) res(wnsibility to determine, delineate and ma) all im)act
1 ? s to
required state and local bu(Ters associated with the project. The applicant must also rvv1
IustifWatioR 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 o 1,
a
map, whether or not impacts are proposed to the buffers. Correspondence from the DW
Regional Office may be included as appropriate. Photographs may also be included at
applicant's discretion. the
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neusc), I SA NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman I'Ves and
Water Supply_13uftcr Itegttirc nents), or other (please identify
Yes U No t;4 I If you answered "yes", provide the following g it
t ' ))
tormaUOn;
Identity the square feet and acreage of impact to each zone of the riparian butlers. If butler
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
7_one* Impact Ire aired
9
I Miti it
s< uare feet Mn,,,
2
Total
Zone 1 cxtaxls ou
t 3U focirdiculur fadditional 20 feet Irom he edge ofZouc 1. anochannd; Zonc 2 c c\?t nds an
Page I I of 12
f

ll'buf er mitigation is required, please discuss what type ofrnitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information its
identified within 15A NCAC 213.0242 or.0260.
Xl. Stormwatcr (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss Stormwatcr controls proposed in order to protect surface waters and wetlands
dofrwnstream from the property.
6 if /•!S I 7r ft' A? ?y
All r C!, 7A c - v
>tuy?'r?.+S, gIlrvs;u? fc.?frv? ?v1?sc ^rs Crt
r G1irS1`yYt `Z IC1 `? Sic; l P ( f !Vy" ' Il ?UYT Irr?c1 i'lcl.nt?t /i% ,
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (nun-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of th • Subject t,icility.
4
5 4e Imo'! YT't w,/? ()e ^p??G{ V N -SI'te
X111. Violations (DWQ Only)
Is this site in violation of DW Wetland Rules (I 5A NCAC 21-1.0500) or any Buffer Rules?
Yes ? No x
Is this an after-the-tact permit application?
Yes ? No
XIV. 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).
u
Apl icant/Agent,s Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

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'
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V"i
REF. U966 QUAD MAP, BB_E IS GREEK, N G.
UNITED STATES 6EOL061GAL SURVEY
RE"SM 1994
ENGINEERING AND S(JRVEYIN(5, INC.
LAND DEVEL.OPMENT C0N5U_TIN6
3935 BRIAN JORDAN PLACE - SUITE 131
H16H POINT, NORTH CAROLINA 21265
PHONE. [phone] FAX. [phone]
L I WI LLE OAKS
OIJAVRAMSLE MAP
OAK RIWOM TOWNSHIP
6UILF0R17 COUNTY
OAK R104513, 3.yN0RTH CAROLINA
SCALE, 1" m 1500':t
-Af AN

/9'rlSJS:. AY"t4f?.,!?5rr 3 ,.3 1;it. z?f t Y6l?_Z 5t ;s-.! Y:? . r k1dJ'
REF: SOIL SURVEY OF 5011- TYPES:
GUILFORD COUNTY, NC C,--B - CECIL SANDY LOAM, 2-6% SLOPE!
UNITED 5TATE5 DEPARTMENT OF AGRICULTURE GC6 - CECIL SANDY LOAM, 6-10% 5LOPE5
501L5 CONSERVATION SERVICE MOE - MADISON SANDY LOAM, 15-35% SLOPES
DECEMBER 1417 MhC2 - MECKLENBUR6 SANDY CLAY LOAM,
(MAP NO. 1) 6-10% 5LOPE5
Wi - VE+VZKEE SILT LOAM, NEARLY FLAT
L I NV I LLE CAKS
ENGINEER
ING AND SURVEYING, INC.
LAND DEVEL.OPMENT CONSULTING 50 1 L SURVEY MAP
OAK RIDGE TOWNSHIP
3435 BRIAN JORDAN PLACE " SUITE 13l 6UILPORD COUNTY
1-116H POINT, NORTH CAROLINA 21265 OAK RIDGE
NORTH CAROLINA
PHONE: [phone] - FAX: [phone] ,
NOT TO SGAL!°
}
Biological Reconnaissance Form #
BIOLOGICAL RECONNAISANCE FORM
PerenniaVIntermittent Point
Send to Dave Penrose
401/Wetlands Unit, Division of Water Quality
1650 Mail Services Center
Raleigh, North Carolina 27699-1621
// e-mail [e-mail], FAX [phone]
a) Location p o/ I'le ? '.
Stream Name: Receiving Waterbody: f?
,,?" w
Location/Road: /. County: , Date` Regional Office:
Basin: Subbasin: Latitude/Longitude:

Ecoregion:
7

Rosgen Class:
1

(}r erv s:
V r

US GS Quad Sheet:
Notes (attach photograph or drawing on the beck of this foinm):

b) Habitat
Primary Adjacent Land Use: 11 Riparian "Lune Characteristics:
Stream Width: Flow Conditium:_. - t Stream Order:
Stream Permanence Characteiistics, Rating (if relevant
c) Biology
Benthic Macroinvertebrate Taxa: , =,.. o f Mfr"r??', e;? , >
Amphipoda: ? Isopoda: ? Decapoda:,P5 Chi,onomidie:,,<Oligochaeta: ? Mollusca: ?
Ephemeroptera Plecoptera: ? Trichoptera Coleopteri: x ,-Other Diptera
Fish and Salamander Taxa: a °
Other Observations (i.e. Presence of Iron Oxidizing Bacteria):
- F
Biological. Reconnaissance Form #; _
BIOLOGICAL RECONNAISANCE FORM
Perennial/Intermittent Point
Send to Dave Penrose
401/Wetlands Unit, Division of Water Quality
1650 M i•1 Services Center
a
Raleigh; North Carolina 27699-1621
e-mail Dave.Penrose@N?Cmail.net, FAX [phone]
a) Location
{
Stream Name: Receiving Waterbody:
Location/Road: County: Date:
// Regional Office:
C _
Basin: Subbasin: Latitude/Lo itude:
Ecoregion. / Rosgen Class: Observes: USG Quad S ee
#
Notes (a tack photograph or drawing on the back of this form): ,.

b) Habitat
Primary Adjacent Land Riparian Zone Characteristics:
Stream Width Flow Con(itiuns ; , Stream Order: '•
Stream Permanence Characteristics, Rating (if rel'evaflit)
:

c) Biology
Benthic Macroinvertebrate Taxa
Amphipoda: Isopoda: ? Decapoda: ? Chiron{nttidae: ? Oligochaeta: -1 Mollusca:
Ephemeroptera: Plecoptera Trichoptera. ? C'oleoptera: x Other Diptera.
Fish and Salamande Taxa:
Other Observations (i.e,Presence of Iron Oxidizing Bacteria):
Cohiplete items 1, 2, and 3. Also'compke
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 ma!Wece,
or on the front if space permits.
1. Article Addressed to:
Linville Farms, LLC
14 Wedgewood Court
A. Signature
? Agent
X? ? Addresse
B. Received y ( rated Name) C Date of Deliver
D. delivery address different :from item 11 ? Yes
If YES, enter delivery address below: ? No
Greensboro, NC 27403 3• se Type
DWQ# 03-0684 -Guilford Certified Mail ? Express Mail
? Registered eturn Receipt for Merchandis,
Insured Main ? C.O.D.
4. Restricted Delivery? (Exlm Fee) ? Yes
>.. Article Number
(Transfer from sendce
70022410 0203 2275 1673
i = iDon estic return Receipt 11025951-C
UNITED STATES POSTAL SERVICE First-Class Mail
Postage & Fees PaIG
ASPS I
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box, •
f
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
I

REV1510N5 . N~
LEGEND 1 ~ ~ COUNTY CAMMENTS: 3-7-03
Sellars r ~bp~ Lrnding
EGM ~ .....EXIST. CONCRETE MONUMENT - _ _ _ _ _ , \ ' , \ ~ - - - - ; _ - ~C ~ Strip EROSION CAMMENTS: 523-03 ~ V~ V 1 ~ l l I li~ II I I I I1~1 V I A V~ V ~ 44J3
1 v ~ A ~ ~ ~ ~ ~ V A~ ~ ~ ~ A EIP ~ .....EXIST.IRONPIPE I I 1 ~ ~ ~ \ \ ~ \ ~ ~ ~ I I I ~ ~ I ~ \ ~ V ~ \ ~ \ V ~ ~ / I ~ ~ I f ~ ~ ~ ~ I
~ A ~ ~ V ` V A ~ ~ / / ~ ~ I I I I I 1 1 I I ~ ~ I I ~ ` ~ I~
EIR .....EXIST.IRONROD I A ~ ~ `~~~~~v v~ A\V A~~~ v \I I ~ ~ A~\\ 0 ~ v'v~ v ~ v v ~ r~ , ~ 1 ~ i ~ \ \ \ V A I I ~ ` ~ AV ` ~ ` V ~ l I l ~ l l I I ~ ~ I I I I , ~ ~ ~ ~ ~ ~i ~ ~ ~ I I i ~ ~ ,:5 ~ r:~ ~ ~ ~ ` ~ ~ I l ~ I I I I ~ , ~
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GP COMPUTED POINT - / ~ A \ 11 \ V A\ \ \ \V A 11 11 1 1 jlV~~ ~ ~ ~ ~D~D~OO~t4~G~~~Pi}~h,,~'I~{Il/l/ ~ 1 I / / ~ ~ i --i~~~ ~ i x ~ ~ ~ ~ ~ ~ ~ - "7 / / i / _ _ - ~ - / i
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l r l r I - Is~ESS~r,"T" 1- - r III 1 I I MINIMUM LOT WIDTH: / ~ ~ r ' r I ` - \ ~ ,r r Irl~l I I ~ ~ ' I I I Z ~ ~ 1 -c ~ - r ' r III IIII 11 1 1 I I l/l/ ~ r I I ~ - --~1R~ ~ ~ ~ 1 v I I ~ - ~ 1 I I~I I f I~ I I I - ~ I 1 1~ dJ I \ I ~ I Il~ ~ _ ~ N IIII I STd ~ ~ ~ I IIII 1 IIII ~ I ~ I z- / I I 1111 III II ~ I i ~ I _ I ~ ~ ~ I 1 ~ - - ~ r
INTERIOR LOT: 150' r r I 1 1 I ~ ~ - _A ~ ~ ~ ~ i ~ rr l Ir /II I I I III, , 11 1 I , ~ l I 1 ~ , ~ ' % ~ I I I I I ~ ~ F- ~ '~/Ill1 111 II Irl I ~ ) ~ I lU ~ I I 11 I ~ ~ ~ , ~ I ~ ~ ~ m I I ~ I v ~ > ~ I ~I II l I ~ , I
ll~ I I I / J CORNER LOT: 150 r I 7 _ I I I ~ ~1 , /l J 1 11 1 11 1 II l v ~ ~ ~ , ~ ~ ' , , i ~ ~ ~ ~ f~ , I I 1 111 1 ~ ~ , ~ ~ ~ ~ I i i ~ t III I 1 ~ I l 11 ~ ~ ~ ~ ~ ~ ~ i , i , ~ 1 \ ~ ~ 2 Z ' ~ I 1111V1 11 ~V ` 1 V` , / ~ , ~ ~ 1 I A ~ Z -
MINIMUM 5TREET FRONTAGE• 50 , /1 - ~ \ ~ , ~ ~ I ~ 1 I - i I 1 1 - ~ \ ~A ~ A ~ ~ ~ "'C - - - ~ I 1 I i I V 1V 1 ~ , , ~ ~ I I ~ 1 A \V ~ A \ / / /i / ~ ~ A A ~ ~ ~ I 1 1 V `1A 1 V ~ ~ V ~ \ ~ ~ ~ ~ ~ , ~ , ~ l - ~ W X , l 1 I I 11V ~1A1 1V 1 1 1 I1 \ V~~~ ~ l / / , ~ , i~ \
MINIMUM STREET SETBAGK:a R I I 1 1 ~ ~ v \v ~ ~S_-_ soy ur2. ~ ~ ~ r l 1 1 ~ I ~ I 1 ~ v ~ ~e~,,u' \ ~ r ' I 11 II ~ / / ~ , / ~v ~ ~Q / 1 I 1 ~ ~II I I A ~ - , , , ~ ~ (Y 11, 1v v,v I I l ~ ~ , ~ , , , I - ~ l I I i IIII 1j1 IIII / I / / / ~ ~ / ~ ~ Q
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MAJOR THOROUGHFARE: 50'/95' ~ 1 ~ ~ ~ I l ~ ~ ,r r r r ~ , ~i ~ , ~ ~ r I ~ , - • ~ ~ /i If I it II l~l \ I 1 I l ~ ~ , , i ~ / / I ~ / / I I I IIII 1 I I l / i~ i ~ l ~ ~ W (V --t l 1 1 1 11 I ~ l ~l I l l ~ z
~ ~ l ~ ~'r . ~ o , ri ~ MINIMUM INTERIOR SETBACKS: ~ , ~l r ' r r \ i 1 ~ r~~ rll I ~r/~ v r ~ ~ i~ III I II ~ r! I II I ~I l ~ l / / l I I I I O ~ -Q z z_ - ' ~ J d0 ~ I I IIII IIII 11, IIII I l l s l/ l I I I i I ' ~ ~ dJ II III i I I I I I l l~~ I Q -
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G. HEIGHT: 50 ; ~ / I ~ ~ / v - - ~ MAXIMUM BLD - r ~ , ~ _ _ , _ - ~ - _ _ / i III I I ~ ~ ~ , ~ - f(1 I / I I ~ 1 A ~ 1 \1 l I IIII I I I l ` ~ 1 ~ I 1 ~ ~ - - - ~ - / I I I I ~ 1~ I I I ~ - , - - fs W 1 1I ~II ~I I 1~ \ V ~ ~ , ~ / / I I 1 ~ I I 1 1 \ 1 1 , ~i ~ (n z
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- A TWENTY (20) F00T UTILITY EASB~1'f 5HALL BE - r r _ lil 1 I 1 - \ r r ~ ~ PROVIDED ALONG THE FRONT OF ALL LOTS. /I ~ ~ ~ I I r , I r • ~1 I 1 ~ I~ v ~ ~ ~ I 1 \ \ \ \ \ ~ , ~ , ,1
/ ~ ~ ~r I Irl ~ I I I v~--- -WATER TO BE PROVIDED BY A GOMMIA~IITY WATER / i i , ~ I , I I l~r ~ , ~ 1 ~
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- EACH LOT SHALL HAVE THEIR OWN SEPTIC 5Y5TEM. I i J r I , \ \ 1 1 I 1 , ~ ~ - I ~ I ~ I ~ ~ ~ ~ i I I ~ ~ , P I ~ , v ~ ~ ~ v l P~ILL~ i~HARRE~L~ E
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3. 51TE ZONING= U1-R5-40 'M T. _ _ - - - - r \ ~ %t / r ~ ` - - r ~ / / ~ ~ I I I ~ I 1 ~ ~ i ~ 1 ~ Q - ~ I I i I v I ~ ~ - ~ ` ei - l~ I I ~ ~ ~ I I II I I _
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8. AREA DEDICATED TO TF~ TOWN OF ~ , _ _ ~i i ' ' ~ ' - - - / I ~ ~ ~
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Q 13+00 13+50 ~J1 20 00 20+50 21+00 21+ } - - - ~ - -I-- - ~ - -I-- ~ - ~ - - -I
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I ip ~o, ~k z, F 41 Included angle = 02-25-35 - R~ F (!t - 3J ~ ~0 3~ o ~ I+ ~
40 i' Radius = 1200.00 - { - p 32 ? r
Tangent length = 25.41' ~ l0 ~ m ~ > m
O Arc length - 50.82 t~
Chord len th =50.81' r, g I S L External secant = 0.27' ~ ~
~T M - fi Mid ordinate - 0.21 ~ p ~
1 11/ ~ T De ree of curve = 04-46-2q 9 0.V i
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40 0 20 +0 80 160 1 .o ~ v ,
_ ~ 0 DITCH SECTION
LO I = 87 .2 DITGH ~
(W FEET) LO I A = I +'1 .8 ~ ~ ~ TEMPORARY DIVERSION DITGH/BERM
1 inch = 40 fC. m +
A D. 8 66 --K K-- SILT FENCE
RIP-RAP ItiUlnull:l
SYNTHETIC DITGH LINING
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- - - - I ~ DATE: 03/26/03
870 ~ 1870
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DITCH v \ ~ ~ ~
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I 1 DITGH/BERM - I
--x x- SILT FENCE r
RIP-RAP
GRAPHIC SCALE SYNTHETIC DITCH LINING HIGH POINT ELEV = 883.88
+o 0 2a 4o eo Aso LOW POINT ELEV = 866.41 I ROCK GHEGK DAM HIGH PDINT 5TA = 28+g3.b5
LOW POINT 5TA = 23+38.00 .,w,r,rY,. GLEARIr~ uMlr PVI 5TA = 2q+83.67
PVI 5TA = 23+68 PVI ELEV = 888.03
PVI ELEV = 862.82 DI5TURBED AdtEl4 ¦ bb AGRE5 t ( IN FEET ) A.D. = -12.00 ~ I
1 inch = 40 ft. A.D. - q.qq c, K 30.00 , \ ~ . ~3~ '
K = 30.02 ~ ~'4~
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SCALE: ,
- - V: I -4
V~V i - - - DATE: 03/26/03
~'f/L.M ~ I ~.A/1 ~1~1~ M M~~M ~f A . .r _ - _ _ - - _ 850
~v~.v i i M. s~Tw s- L-nvv 1~+UV 26+00 27+00 28+00 2Q+00
30+00 31+00 PROJECT: 232-02
r ?nn 0 m m~ u~d) ~m n0 _r in (Z _
uim ~ry ~n- m~ rr ~t~ pr N 0~ y- ~0 ~ 4 ~r 0 u~ U- •%o ~ ~ n0 v W ~ 0 _ - m m r . - DRAWN BY: JJ
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SHEET 4 OF 8

REVI510N5
REV: 5-23-03: PIPE #2
'T' (MIN.) NOTES
LINER IF REO'D. 1. Q2 AND Q10 BASED ON 12= 4.5 IN/HR, 110= 6.2 IN/HR ( ) C - 0.4 Q=GIA ? o PIPE CALCULATIONS c=0.45 STORM RETURN PERIOD 25 YEARS ~
, . ~ ~
Z 1 'B' 1 , , o ~ TEMPORARY PERMANENT < 0.50 > 0.50 TOTAL I 010 FROM TO APPRx. N PIPE PIPE m 111 N PIPE AREA in hr FS MAX. Z ~ ~ _ ) (C ) INV. INV. LENGTH SLOPE SIZE MATERIAL VEL. ELEV. - ~ ~ N dJ
v Ht H2 N.A. GREEN S75 DS75 1.55 N/A 0.055 0.038 / N0. (AC) (FT) (FT) (FT) (x) (in) (FPS) ~ Z - r
N.A. GREEN SC-1508N 1.80 N/A 0.050 0.034 1J..I~ ~iN`o
V-DITCH N.A. GREEN C-1256N 2.25 N/A 0.022 0.018 N.A. GREEN C-350 3.20 8.00 0.049 0.030 1 37.8 6.2 105.5 852.00 847.50 110' 4.09 .013 ~ ~ Q m 42 RCP 21.3 856.1 ~ t z ~z
0 26.5 6.2 73.9 75' OF 20' SPAN-PIPE ARCH ~ ~ W X
DRAINAGE CHANNEL SCHEDULE v ~ ~ Q 3Q 0.8 6.2 2.2 880.70 878.50 72' 3.01 .013 16" RCP 7.4 - ~ Q ~ 11- ~ Q
CHANNEL CONDITION LINER 'Hi / H2' 'D' 'B' 'T' SLOPE MAX. FLOW AREA MAX. FLOW VELOCITY MANNINGS SHEAR DEPTH (Acres) (CFS) (FPS) n FORCE (PSF) 4 7.8 6.2 21,8 854.50 849.50 72' 6.94 .013 24" RCP 17.5 857.4 0 Q ~ a. ~ ~
5 7.2 6.2 20.1 821.00 818.30 96' 2.81 .013 4" Z Q z ~ Q 2 RCP 12.2 823.6 Q 0
1 TEMPORARY BARE EARTH 4/2 1' 0' 6' 2 OR 0.26' 0 27 4.9 2,1 0.055 1.1 PERMANENT GRASS 4/2 1' 0' 6' 0.34' 6.7 2.5 0.050 1.2 CHANNEL ~2 & #30 ~0 Q~0 © 8.5 6.2 23.7 .013 24" RCP ~-uI (X ~ dJ
2 TEMPORARY N.A. GREEN S75 4/2 1' 0' fi' 0.36' 0.9 2.3 0.055 1.7 4MERICAN GREEN S75 - ~ > 0 ~ ~
PERMANENT N. A. GREEN S75 4/2 1' 0' 6' 7'7R 0.39' 0'S 1.2 2.65 0.050 1.9 STA 12+B5 -STA 15+00 TO BE NORTH AMERICAN GREED z~ ~~N . -a z?a~
3 TEMPORARY BARE EARTH 4/2 1' 0' 6' 1 OR 0.55' 1 4 2.5 2.7 0.022 0.3 PERMANENT GRASS 4/2 1' 0' 6' 0.70' 3.5 2.4 0.030 0.4 CHANNEL }~4 ~Q do^
Utz AMERICAN GREEN S75 ~ Q ~ ~ m
4 TEMPORARY N.A. GREEN S75 4/2 1' 0' 6' 0.4B~ 1.4 2.0 0.055 1.2 STA 12+85 -STA 14+93 TO BE NORTH AMERICAN GREED PERMANENT GRASS 4/2 1' 0' fi' 4.OR 0.44 O'8 2.0 3.5 0.030 1.1 ~ Z m~
5 TEMPORARY N.A. GREEN S75 4/2 1 ~ 0~ 6~ 3 OR 0.72' 2 0 3.6 2.3 0.055 1.3 CHANNEL #5 m z
PERMANENT N.A. GREEN S75 4/2 1 0 6 0.79' 5.0 2.7 0.050 1.5 STA 25+00 -STA 14 27+90 TO BE NORTH AMERICAN GI TH AMERICAN GREEN 875 Z 0
6 TEMPORARY N.A. GREEN S75 4/2 1' 0' 6' ~ OR 0.30' 0 3 0.5 1.9 0.055 1.3 j ~ 0. I ~
PERMANENT GRASS 4/2 1' 0' 6' 0.27' 0.7 3.3 0.030 1.2 CHANNEL #6& #7 ~~i
7 TEMPORARY N.A. GREEN S75 4/2 1' 0' 6' 7 OR 0.30' 0 3 0.5 1.9 0.055 t.3 STA 0+50 -STA 14+55 TO BE NORTH AMERICAN GREEN PERMANENT GRASS 4/2 1' 0' 6' 0.27' 0.7 3.3 0.030 1.2 MERICAN GREEN 875
8 TEMPORARY N.A. GREEN S75 4/2 1' 0' 6' 9 OR 0.35' 0 5 0.9 2.4 0.055 2.0 CHANNEL #8 PERMANENT N.A. GREEN S75 4/2 1' 0' 6' 0.3B' 1.2 2.8 0.050 2.1 STA 28+95 -STA 32+25 TO BE NORTH AMERICAN GREET
9 TEMPORARY BARE EARTH 4/2 1' 0' 6' 2 OR 0.33' 0 5 0.9 2.8 0.022 0.4 AMERICAN GREEN 875
PERMANENT GRASS 4/2 1' 0' B' 0.41' 1.2 2.4 0.030 0.5 CHANNEL #10 & #11
10 TEMPORARY N. A. GREEN S75 4/2 1' 0' 6' 7 OR 0.4fi' O 9 1.6 2.6 0.055 2.o STA 11+40 -STA 13+85 TO BE NORTH AMERICAN GREEK PIPE OUTLET CONTROL DEVICE SCHEDULE AMERICAN GREEN S75 ~ ,
PERMANENT N.A. GREEN S75 4/2 1' 0' 6' 0.50' 2.2 3.0 0.050 2.2 ; y.:, ~ PIPE DIA. LENGTH APR N - .w'1'r""•~ 0 WIDTH RIP RAP ~ ; ^.Y ~ ,
11 TEMPORARY N. A. GREEN S75 4/2 1' 0' 6' 7 OR 0.27' 0 2 0.4 1.8 0.055 1.2 CHANNEL #14 PERMANENT GRASS 4/2 1' o' s' 0.24' 0.5 3.0 0.030 1.o STA 34+42 -STA 37+80 TO BE NORTH AMERICAN GREET
AMERICAN GREEN S75 ~ ~ ~ 42 35 11 CLASS II _ ~ r ~ ~
12 TEMPORARY BARE EARTH 4/2 1' 0' 6' 0.19' 0.2 1.9 0.022 0.2 PERMANENT GRASS 4/2 1' 0' 6' 2'~ 0.21' 0'1 0.2 1.5 0.030 0.3 CHANNEL #16 - ~ 4, .
13 TEMPORARY BARE EARTH 4/2 1, o; s; y oR 0.14; 01 0.2 3.3 0.022 0.8 STA 38+75 -STA 40+14 TO BE NORTH AMERICAN GREEIr 2 42" 35' 11' CLASS II ~ ~ ~ 1MERICAN GREEN S75 ~ I ~ ^ti
PERMANENT GRASS 4/2 1 0 6 0.16 0.2 2.6 0.030 0.9 CHANNEL X17 3 16" 6' S' CLASS A . ';;t'~~``y,"`.,~_;.;.. .
14 TEMPORARY N. A. GREEN S75 4/2 1' 0' 6' 0.38' 0.9 2.0 0.055 1.3 C ~ ® 24 16' 6' CLASS I C ~ ~ AMERICAN GREEN S75
PERMANENT GRASS 4/2 1' 0' 6' 5.5% 0.34' 0.5 1.2 3.a 0.030 1.2 STA 34+42 -STA 38+35 TO BE NORTH AMERICAN GREEN 24" 12' 6' CLASS B ~ ,
15 TEMPORARY BARE EARTH 4/2 1' 0' 6' 3 OR 0.17' 01 0.2 2.2 0.022 0.3 CHANNEL /19 dt X20 PERMANENT GRASS 4/2 1' 0' 6' 0.20' 0.2 1.7 0.030 0.4 t, /`fi ~ ~
STA 5+60 -STA 9+25 TO BE NORTH AMERICAN GREEN S 16 TEMPORARY N.A. GREEN S75 4/2 1' 0' 6' 3 OR 0.42' 0 7 1.3 2.4 0.055 0.8 :RICAN GREEN 875 * APRONS SIZED, USING N_Y. DOT METHOD
PERMANENT N.A. GREEN S75 4/2 1' 0' 6' 0.45' 1.7 2.8 0.050 0.8 CHANNEL #25 & 26
17 TEMPORARY N.A. GREEN S75 4/2 1' 0' 6' S SR 0.40' 0 55 1.0 2.1 0.055 1.4 STA 14+00 -STA 16+00 TO BE NORTH AMERICAN GREEN MERICAN GREEN 875
PERMANENT N.A. GREEN S75 4/2 1' 0' 6' 0.44' 1.4 2.4 0.050 1.5
18 TEMPORARY BARE EARTH 4/2 1' 0' 6' 9 OR 0.13' 01 0.15 3.1 0.022 0.7
PERMANENT GRASS 4/2 1' 0' 6' 0.17' 0.25 2.8 0.030 1.0
19 TEMPORARY N.A. GREEN S75 4/2 1' 0' 6' 7 OR 0.30' 0 3 0.5 1.9 0.055 1.3 PERMANENT GRASS 4/2 1' 0' 6' 0.27' 0.7 3.3 0.030 1.2
TEMPORARY SEDIMENT TRAP (10 YR. STORM)
20 TEMPORARY N.A. GREEN S75 4/2 1' 0' 6' 7 OX 0.30' 0 3 0.5 1.9 0.055 1.3 PERMANENT GRASS 4/2 1' 0' 6' 0.27' 0.7 3.3 0.030 1.2
21 TEMPORARY BARE EARTH 4/2 1' 0' 6' 3.OR 0.25' 0 3 0.5 2.8 0.022 0.5 DRAWAGE DISTURBED SED1 STORAGE Sm. STORAGE SED. TOP BOTTOM WEIR Z AREA (AC.) AREA (AC.) REQ D. (CFA PROVIDED (C~ DEPTH DIAI. (Lxw) DIAI. (LxW) IENGTH ~
PERMANENT GRASS 4/2 1' 0' 6' 0.31' 0.7 2.4 0.030 0.6 1 1.a o.2 0 414 4832 4' 52'X34' 36'X18' S' , ` X
22 TEMPORARY BARE EARTH 4/2 1' 0' 6' 4 OR 0.21' 0 2 0.4 2.9 0.022 0.5 PERMANENT GRASS 4/2 1' 0' 6' 0.24' 0.5 2.5 0.030 0.6 ~J `l 2 2.1 0.3 450 10,360 5' 68'X44' 48'X24' S' Z
3 0.6 0.3 450 1792 4' 32'X24' 16'X8' S'
23 TEMPORARY BARE EARTH 4/2 1' 0' 6' 4 OR 0.21' 0 2 0.4 2.9 0.022 0.5 PERMANENT GRASS 4/2 1' 0' 6' 0.26' 0.5 2.5 0.030 0.6 4 0.3 0.3 576 1192 4' 26'X21' 10'X5' 5' Q
24 TEMPORARY BARE EARTH 4/2 1' 0' 6' 1 OR 0.38' 0 5 0.9 2.1 0.022 0.2 0 m 5 1.3 0.2 324 4456 4' 50'X33' 34'X17' 5' ~ ~
PERMANENT GRASS 4/2 1' 0' 6' 0.47' 1.2 1.8 0.030 0.3 1--1 d ~ 6 4.7 O.B 1440 14,736 3' 98'X59' 1 es'xaT 12' ~ _ J N
25 TEMPORARY N.A. GREEN S75 4/2 1' 0' 6' 6.OR 0'47' 0.9 1.6 2.4 0.055 1.8 7 0.3 0.3 5 ~ V 40 1760 5' 28'X24' 6'x4' 5' O ~R ~ ~
PERMANENT N.A. GREEN S75 4/2 1' 0' 6' 0.51' 2.2 2.8 0.050 1.9 8 0.3 0.2 432 736 4' 2 ' V ~ ~ V 0X18 4x2' 5' ~ Q
26 TEMPORARY N.A. GREEN S75 4/2 1' 0' 6' 6.OR 0.34' 0 4 0.7 2.0 0.055 1.3 PERMANENT GRASS 4/2 1' 0' 6' 0.31' 1.0 3.4 0.030 1.2 n F- ~ Z 9 0.9 0.2 360 2816 4' 40'X28' 24'X12' 5' ~ t~ ~ ~ ~
10 1.2 0.2 360 4096 4' 48'x32' 32'X16' 5' ~
27 TEMPORARY BARE EARTH 4/2 1' 0' 6' 1 OR 0.28' 0 2 0.4 1.7 0.022 0.2 PERMANENT GRASS 4/2 1' 0' 6' 0.34' 0.5 1.5 0.030 0.2 SID ~ 11 0.2 0,2 432 528 3' 20'X16' 8'X4' 5' ~ Z ~
28 TEMPORARY BARE EARTH 4/2 1' 0' 6' 4.OR 0.17 0.1 0.2 2.5 0.022 0.4 J~ } z -Q~n 12 0.1 0.1 162 348 3' 16'X14' 4'X2' 5' ~ ~ ~ z
PERMANENT GRASS 4/2 1' 0' 6' 0.19' 0.2 1.9 0,030 0.5 z ''nn W 13 0.3 0.3 594 872 4' 22'X19' 6'X3' 5' O V -
29 TEMPORARY BARE EARTH 4/2 1' 0' 6' 1 OR 0.28' O 2 0.4 1.7 . 0.022 0.2 .-..I J ~ 14 0.2 0.2 360 432 3' 18'X15' 6'X3' S' ~ Q -
PERMANENT GRASS 4/2 1' 0' 6' 0.34' 0.5 1.5 0.030 0.2 _N/ ~ 15 0.9 0.2 360 2816 4' 40'X28' 24'X12' 5' ~1n 1~.
30 TEMPORARY N.A. GREEN S-75 4/2 1' 0' 6' 7 7R 0.21' 0 3 0.5 2.0 0.055 1.4 i6 0.3 0.3 468 736 4' 20'X18' 4'X2' S' V
PERMANENT GRASS 4/2 1' 0' 6' 0.25' 0.7 3.4 0.030 1.3 17 0.9 0.2 1494 2816 4' 40' Q
31 TEMPORARY BARE EARTH 4/2 1' 0' B' 2 OR 0.19' 01 0.2 1.9 0.022 0.2 PERMANENT GRASS 4/2 1' 0' 6' 0.21' 0.2 1.5 0.030 0.3 X28 24'X12' S' - 18 0:3 0.3 1044 1576 4' 30'X23' 14'x7' S' ~ Q
DETAIL
SHEET
SCALE: A5 SHOWN
DATE: 4/q/2003
PROJECT: 232-02
DRAWN BY: JJ
SHEET D-2
_

t
~,I I 1 I , I ~ , , \ ~ REVISIONS
NEW PK NAIL ~ ~ ~ ~ I ~ I I ~ v ~v v `v I 1 v `v A ~ ~ ~ I v ~ ~ ~ a / , III I I ~ ~ ~ I 1 1 v ~ ` ~ A ~Q
218.4? - , I I I \ \ 1 ~ s 64 56'18 W cE INTERSECTION ~ \ \ \ I 1 1 , I I I I v ~ r r + / ~ It ~ ~ ~ Ro
r ~ 1 I ~ ~ V 1 I v ~ i r r I I V A I ~ V v v r r ! I ~ A 1 1 I v r r r r r I r 1~ 1 1 1 I \ V A / r i ~ III 1 ~ ~ I I t v ~ ~ ~ couNTYCOrIrl~r+rs: ~-,-os V A ~ ~ ` ~ ` 5ellar's ~ST , i 1 1: ~ ~ 1 v v v v ~ ~ / ~ II II 1 A ~ ~ A 1 \ V `V ~ V A \ Lan~Ig C{tO510N COMMENTS: 5-25-03
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'3~ , L.~ ~~~I . r - • I 1........... 1 \ I I I 1 I ' ,UTILITY NOTES: -..1 I I I 1 1 1 _ I I I I~ I I , ~ rn
~ r \ ` ~ v ' 1 / \ F/p 1 ~pl b ~ - ; , , / / , . ~ _ I ~-.J- ---1- x -T x ~ x ~ INS / / / x x j--•-. I 1 I \ \ , I I , , _ , - A TWENTY (20) FOOT UTILITY EASEN~NT SHALL BE x I I I~ I 0 I I E I - _
V ~ ~I ~ 1 GD \ ~ ~ / / / / / ~ I I `x ~ - I I I 1 1 \ I ll ~ ~ , PROVIDED ALONG THE FRONT OF ALL LOTS. '•I 1 I t ` 1 1 ~ I + I 1 1 1 1 1 \ \ E I I I \ t~ ~ ~ - - -WATER TO BE PROVIDED BY A COMMUNITY WATER
1 1 1 1 11 ~ 1 I I A ~~x _ ~ i
I ~ , ~ ~ F~ S 63 12'58 W---' , ~ ! / / / / / I I I I 1 \ I I v ~ / r!, / I I v ~ ~ , I I-. +1 ITO ~T \ \ \ \ 1 \x ~ ~ 5Y5T8'1ONSITE. r \ '~1 \ ` r 1 ~ . ~ ~ ~ \RO\ \ E \ ~ las~.2 " - _ - - -EACH LOT SHALL HAVE THEIR OWN SEf~fIG SYSTEM. ~ ~ t ~ ~ v v ~L ,
+r•. 1 III .5~4 ~ \ \ \ \ \ , ~ i ~ I , ~
I ~ ~ - - ..nn / / / / \ ~ ~ t ~ 1 ~ I / - - - / T0~8~ GONYEI'~T / , r / / / I I I \ \ ~ i J i I+I I I~ 1 1 1 \ \ \ E , i I I I 1~ 1 1 ~ ~ ~ , ~ i ~ I I I I a ~ \I \ I 1 1 \ ~ - , ~ ~ i'RELIMINARY
/ y~~ ~ L. ~K-tM1. B / , I I I \ ~ ~-f~ , 1 I I I I 1 I I I I 11 \ : -r-. SUBDIVISION
I ` o ~ / / J ~ v v / ~a W - / / / / k i ~ ~1 / / / / / I I I I A ~ v ~ I / / ~ --t11 \ X0.54 AG / , / / / . I v v v v ~v ~ , 1 1 1 I I I I ~ ~ ~ / ~ / I 1 r II 1 I I I 1 A ~ ~ PLAN
/ / r v \ ~ ~ , ~ / ~ J ~ ~ ~ ~ r ~ i ~ / , , I I I ~ ~ v ~ r ~ ~ / / , - \ ~ , , ~ I I; I I ; I r,- - poor ~ f, ~~r
I I \ ~ \ \ \ ~ / ~ I \ ~ 1 1 s ~ r r l l l l I v v A , ' Cp _ _ _ - - , ~ ~ / , , I I aOHN L~BAKA d \ ~ / ~ r / 1 I 1 1 I ~ ~ ~ A ~ ~ L ~ i + / , I ~ i SCALE: I = 100
~ , I , ~ r r ! ! ~ r I I KIM L. ,
~ ~ ~ r 1 I v v v v / / v ~ / ~ ! I / ~i 1 v DEED 5149 152 v v v / r ~ r / / ! r l ~ ~ •l /x , ~ ~ l 1 1 I Y ~ ` v ~ ~ I ~ i i ~ ~ l I ~ A V ~ 1
~ / I \ / / , , / / I 1 I -06-314-1169 18 / - I \ / / / / I I I I ZONING: AG / r I v v~ ~ ~ v ~ ~ r ' I ~ DATE. 2-13-03
-•I• ~ ~ • ~ ~ v ~ I ~ ~ ~ -
i ~ ~ ~ ~ r n n Hair Cr n$'~ ~ ~r PROJECT: 232 02
W-r.1, VVIM j hm r. I-, % 1 i IS i . k LTL%tiLJL lllV L.UVZULL & 4:
DELTA CURVE RADIUS CHORD ARG ,oo o ao 100 20° 40° DRANN BY; MV
1 1200.00' 50.61' 50.81' 02° 25'34* rr 1 r~
2 900.00 118.80 128526' 81' 4q'20" ~ ( IN 1Er) SHEET I of 8
3 "150.00' 365.14' 368.65' 28° 10'41" 1 inch = 100 it