20060060 Ver 1_Complete File_20060515

r
O?O? W AT 4?_RpG
r
Q "C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
May 15, 2006
Mr. Bill Wynn - Wynn Construction
Crosswind Properties, LLC
1696 Hayes Road
Creedmoor, NC 27522
Subject Property: Chesleigh Subdivision
West Prong [NEU01, 27-13-0.2, WSIV, NSW]
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0060
Granville County
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Wynn:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 296 linear feet of intermittent stream and 11,909 square feet (ft) of protected
Zone 1 Neuse River basin riparian buffer and 6,120 square feet (ft2 of protected Zone 2 Neuse River
basin riparian buffer to construct the proposed residential subdivision at the subject property, as described
within your application dated December 16, 2005 and received by the N.C. Division of Water Quality
(DWQ) on January 9, 2006 and all additional information submitted and received by the DWQ on May 2,
2006. After reviewing your application, we have decided that the impacts are covered by General Water
Quality Certification Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide
Permit(s) 14 when issued by the US Army Corps of Engineers (USAGE). This letter.shall also act as
your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 213
.0233. In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control, and Non-discharge regulations. Also, this approval to proceed with your proposed impacts
or to conduct impacts to waters as depicted in your application shall expire upon expiration of the
404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 OversghttExpress Review Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htta://h2o.enr.state.nc.us/ncwetlands
Na
One Carolin
atura!!y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
11
Crosswind Properties, LLC
Page 3 of 4
May 15, 2006
7. Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at http: //h2o. enr.state. nc. us/su/Forms Documents. htm.
8. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result in
dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the
above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. If rip-rap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the
401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.

Crosswind Properties, LLC
Page 5 of 4
May 15, 2006
Enclosures: GC 3404
Certificate of Completion
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Alan Pytcher, Summit Consulting Engineers, 1000 Corporate Drive, Suite 101, -Hillsborough, NC 27278
Filename: 060060Ches IeighS ubdivision(Granvi Ile)401+NBR
0 WATF9Q Michael F. Easley, Governor
0 William G. Ross Jr., Secretary
r- North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 17, 2006
DWQ Project # 06-0060
Granville County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Bill Wynn - Wynn Construction
Crosswind Properties, LLC
1696. Hayes Road
Creedmoor, NC 27522
Subject Property: Chesleigh Subdivision
West Prong [NEU01, 27-13-0.2, WSIV, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Wynn:
On January 9, 2006, the Division of Water Quality (DWQ) received your application dated
December 16, 2005, to impact 215 linear feet of stream, and 10,891 square feet of Zone 1
protected Neuse River basin riparian buffer and 6,167 square feet of Zone 2 protected Neuse
River basin riparian buffer to grade soil for the placement of roadways and placement of pads for
foundations of homes. The DWQ has determined that your application was incomplete and/or
provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected wetlands and/or streams on
the subject property. Therefore, unless we receive the additional information requested below,
we will have to move toward denial of your application as required by 15A NCAC 2H .0506 and
will place this project on hold as incomplete until we receive this additional information. Please
provide the following information so that we may continue to review your project.
Additional Information Requested:
1. Please show all stream impacts including fill slopes, dissipaters, and bank stabilization on
the site plan, and match these sites to the impact site numbers on your PCN form.
2. Please clearly label all buffer impact locations on the site plan, and show the quantities
associated with these locations.
3. Please provide cross-section details showing the provisions for aquatic life passage.
4. Please locate any planned sewer lines on the site plan.
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
` Carolina
ANom tumily
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/] 0% Post Consumer Paper
Crosswind Properties, LLC
Page 2 of 2
January 17, 2006
5. Please indicate the diffuse flow provision measures on the site plan, and provide design
calculation worksheets and an Operations and Maintenance form.
6. Please specify the percent of project imperviousness area based on the estimated built-out
conditions.
7. Please discuss how you determined West Prong to the Neuse River to be intermittent.
8. Please be advised that if affected streams are perennial, mitigation will be required for
this project. The mitigation plan must conform to the requirements in 15 A NCAC 2H
.0500 and must be appropriate to the type of impacts proposed.
Please contact the DWQ within three weeks of the date of this letter to verify that you have
received this letter and that you remain interested in continuing to pursue permitting of your
project and will be providing the DWQ the requested information at a later date. Please contact
me in writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that. any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian
McMillan at 919-733-1786. if you have any questions regarding or would like to set up a meeting
to'discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Alan Pytcher, Summit Consulting Engineers, 1000 Corporate Drive, Suite 101,
Hillsborough, NC 27278
Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 060060ChesleighSD(Granville)On_Hold
with attachment: DWQ 06-0060 Chesleigh S/D
Subject: with attachment: DWQ 06-0060 Chesleigh S/D
From: Laurie Dennison <[e-mail]>
Date: Tue, 17 Jan 2006 15:20:58 -0500
To: [e-mail]
CC: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
Content-Type: application/msword
060060ChesleighSD(Granville)On_Hold.doc Content-Encoding: base64
_ .._... - ..-__ I.
1 of 1 1/17/2006 3:21 PM
A??iAn
CONSULTING ENGINEERS, PA
CIVIL, MUNICPAL A STRUCTURAL ENCNNERS '
COMPREHENSIVE ENVIRONMENTAL SERVICES
August 25, 2005
Mr. Bill Wynn.
Crosswind Properties, Inc.
1696 Hayes Road
Creedmoor, NC 27522
RE: Preliminary Soils Evaluation for 164.5-Acre Lawrence Road Property.
ACE Job#02-508D
Dear Mr. Wynn:
Appian Consulting Engineers, PA conducted a preliminary soil evaluation of
the above referenced property in Granville County, The evaluation was done
in April 2002, in order to determine the soil suitability for installation of
wastewater disposal systems (septic systems). The report on this evaluation
was prepared in accordance with the Laws and Rules for Sewage Treatment
and Disposal Systems by the Division of Environmental Health On-Site
Wastewater Section as amended effective January 1, 1999.
This property is located east of Lawrence Road just south of the community
of Grissom in Granville County, North Carolina. The soils were evaluated
with augers under moist conditions and they consist of well-drained
Piedmont soils, The predominate soils identified on the property during the
soil investigation was Cecil (Fine, kaolinitic, thermic, Typic Kanhapludult).
The published soil map for the property is Map 16 of the Granville County
Soil Survey. Soils mapped by Natural Resources Conservation Service
(NRCS) Soil Survey in the immediate area of the subject property are
predominantly Cecil sandy loam, 2 to 6 percent slopes (CaS); and Cecil
sandy loam, 6 to 10 percent slopes, eroded (CeC2). Soil classification and
mapping performed by ACE during this preliminary soil evaluation generally
conformed to the description and delineation of soils as classified and
mapped for the Granville Count Soil Survey.
841 South Wesleyan blvd. - Rocky Mourn, NC 27803
P.O. Box 7966• Rocky Mount, NC 27A04
Phone: [phone]
Fax! [phone]
email: admin®appianengineers.com
web address' www.appianrnc ineer .chin
Preliminary Soils Evaluation
164.5-Acre Lawrence Road
ACE Job #02-508D
.August 25, 2005
Page 2
The soils were classified in accordance with on-site wastewater system use
and grouped into three units. Unit 1, sails greater than 30 inches deep
which are usable for conventional septic systems. Unit 2, soils between 24
.to 30 inches deep, usable for modified or low pressure pipe systems. Unit 3,
soils less than 24 inches deep or have complex topography, which are
unsuitable for septic systems.
The majority of the soils on this property that are not in natural
drainageways are usable for septic systems. Once the subdivision lots have
been configured, each lot can be evaluated closer to ensure that a practical
site exists for a septic system. Attached is a map of the property with
legend showing the soil classifications with regard to wastewater system
suitability. If you have any questions please give me a call, at 919-218-3352
SOIL S
Respectfully Submitted, o4ls . f
Appian Consulting Engineers, PA
w1028
John R. Davis, Jr. RS, LSS °qr 8 ANOOMM"
Environmental Manager
PC- file
PRELIMINARY SOIL STUDY FOR SEPTIC SYSTEM SUITABILITY
DANA MAYBERRY
JOHN R. DAVIS, JR. LSS
LEGEND
PROVISIONALLY SUITABLE SOIL > 30 Inches
to Saprolite, Parent Material or other Unsuitable
Soil Characteristics. Appropriate ' for
conventional septic systems.
PROVISIONALLY SUITABLE SOIL 24 - 30
Inches to Saprolite, Parent Material or other
Unsuitable Soil Characteristics. Appropriate for
modified or low pressure pipe septic systems.
UNSUITABLE SOIL < 24 Inches to Unsuitable
Soil Characteristics or Complex Topography
including drainageways, gullies, holes, steep
slopes, cut banks etc. Unusable for septic
systems.
DRAINAGE WAYS
TREE LINE

Note: The intensity in . which preliminary soil studies are
conducted may contain minor inclusions of unsuitable soil
within the provisionally suitable soil units.
SCALE 1" = 400'
0 400 goo 1000 1200 1400 1600
DRAWN BY: N CONSULTING ENGINEERS P.A.
kLUATION. - 02-909 0• CIVIL, MUNICIPAL it •STRUCTUML EACINEER4 a,
FILE NAME COMPRENENsIVE ENVIRONMENTAL SERVICES © Q
SCALE: rww.applanrnolneen.eeen .
,CT. t' = 400' - P.D. Box 7966 Rocky 52) 72-7, N.C. 27604 APPiAn
SHEET ? Phone: : [phone]
DATE; N Fox: [phone]
TY9 NC APRIL. 11, 2002 2 EMAIL: oamindloppionengines"•ooen
(f)
rou ac
BOUNDARY DESCRIPTION SHOWN YOU DI pRELIMiNARY SOIL E
IS 90 FOR RECORDATION. ? - no
'-°?-
ADA AND LEGAL DISCLAIMER 164.5 AC TE
This document is not rapreeenud to comply with -0A require.nent° hOaiN
at Ila X-CA?
contained in the ADA or other Iowa tnpk1een licensed to o"ccut
antEa
Interpret law-A, or Olw ddviee eo++eerning laws. the *"or should hove ©RANVILLE COL
tale document reviewed by his attomey to determine loyal eoRmpllonca
RECEIVED SEP 1 9 2:605
MEMO
Soil Horizons.
PO Box 1063
Youngsville, NC 27596
DATE September 15, 2005
TO Mr. Bill Wynne
FROM John R. Davis, Jr. LSS
RE Revised Soil Map for Lawrence Road Property.
Attached is a revised map of the usable soil areas for septic systems.
Modification were made to the areas around the houses and the old barns. Also,
the northwest corner was revised some too. The area in the northeast corner
was revised slightly, but there are some marginal soils in that area that could not
be changed very much. The steeper slopes have allowed some past erosion of
the soil rendering it shallow and consequently provisionally suitable or unsuitable
for septic systems. I will forward these maps to Brian Ketchum with Summit
Consulting Engineers.
Also, I have enclosed a copy of the jurisdictional determination document from
the U. S. Army Corp of Engineers that indicates that they have reviewed my
delineation of three possible stream crossing areas and concur with the
delineation. I will forward the hand sketch of these areas to Acculine surveys so
that they can locate the flags. Acculine will have to coordinate with Summit
Consulting Engineers in case any of these three original road crossings have
been revised or eliminated.
To complete the wetland crossing permit, I will need the engineers to give me the
culvert size and length including outlet protection and linear feet of stream
impacted to complete the application. If the cumulative impacts are under 150
- linear feet, then the State will require a $200.00 check made out to the NC
Division of Water Quality. Give me a call if you have any questions.
Thanks John Davis 919-818-5087
Thanks John Davis
w

Revised Soil Studv MaD.Lawrence Road
John R. Davis, Jr. LSS
September 15, 2005
Scale V= 200'
Area around houses and barns
Tie into original
soil lines here
Existing Septic System
here does notappear to. be
functioning properly.

SOIL LEGEND
Provisionally Suitable Soil for Septic Systems.
Soil depth greater than 24 inches to unsuitable
characteristics with uniform smooth topography.
\ Unsuitable Soil for Septic Systems. Soil depth
less than 24 inches deep with complex topography
including gullies and ruts.
Revised Soil Study Map Lawrence Road
John R. Davis, Jr. LSS
September 15, 2005
Scale V= 200'
Northeast corner in back field.
F- t
t`
1 ty` 1' J
3 i'' iy F ! f
9

t

F

l
SOIL LEGEND
Provisionally Suitable Soil for Septic Systems.
Soil depth greater than 24 inches to unsuitable
characteristics with uniform smooth topography.
Unsuitable Soil for Septic Systems. Soil depth
less than 24 inches deep with complex topography
including gullies and ruts.

4
Revised Soil Study Map Lawrence Road
John R. Davis. Jr.:LSS
September 15, 2005
Scale V= 200'
'Northwest corner
Law
SOIL LEGEND
Provisionally Suitable Soil for Septic Systems.
Soil depth greater than 24 inches to unsuitable
characteristics with uniform smooth topography.
Unsuitable Soil for Septic Systems. Soil depth
less than 24 inches deep with complex topography
including gullies and ruts.
State of North Carolina ?
Department of Environment
and Natural Resources Iv
Raleigh Regional Office
Michael F. Easley, Governor NCDENR
William G. Bill Ross Secretary NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LETTER OF APPROVAL
October 19, 2005 -
Bill Wynn
1696 Hayes Road
Creedmoor, NC 27522
RE: Project Name: Chesleigh Subdivision Ph 1
County: Granville
Submitted by:,Summit Consulting Engineers
Date Received: 9/30/05; 10114105
Date Processing Initiated: 09/30/05
Watershed: Tar-Pamlico #1/03-03-01
New Submittal (X) Revised ( )
Dear Mr. Wynn:
This office has reviewed the subject Erosion and Sedimentation Control Plan. We find the plan to
be acceptable and hereby issue this letter of approval. If any modifications, performance reservations, or
recommendations are applicable, a list is enclosed and is incorporated as a part of this letter of approval.
The enclosed Certificate of Approval should be posted at the job site. In addition, it should be noted that
this plan approval shall expire three (3) years following the date of approval, if no land-disturbing activity
has been undertaken, in accordance with Title 15A, North Carolina Administrative Code (NCAC)
413.0029.
If any modifications are not incorporated into the plan and implemented in the field, the site will
be in violation of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statute
(NCGS), 113A-61.1).
15A NCAC 413.0018(a) requires that a copy of the approved plan be on file at the job site. Also,
this letter gives the notice required by NCGS 113A-61.1(a) concerning our right to perform periodic
inspections to ensure compliance with the approved plan.
North Carolina's sedimentation pollution control program is performance oriented,
requiring protection of the natural resources and adjoining properties. If at anytime during this project it is
determined that the Erosion and Sedimentation Control Plan is inadequate to meet the requirements of the
Sedimentation Pollution Control Act of 1973 (NCGS 113A-51 through 66), this office may require
revisions in the plan and its implementation to ensure compliance with the Act.
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
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CaB

i

Ali

?[Record No
Name 1 113098 Map Number 182400121237
POOLE CAROLYN DILLARD ET AL Address Situs -? 1032 LAWRENCE RD
Address Billing
City Billing 8928 MANGUM DAIRY RD ZIP Code Billing 27587
WAKE FOREST NC

Acres Township Code 102
164.00 Real Value 331934
Land Value -
Deed Book 438439 Building Value 149779
2000 Deed Page 233
Plat Book .:

Sale Price NO DATA
Account -? 7571
0

Deed Month Improvements D
12 Deed Day 01
Deed Year 00 [Description 182400121237
Disclaimer: This map is prepared for the inventory of real property found within this
jurisdiction and is compiled from recorded deeds, plats, and other public records and Mao Scale "
data. Users of this map are hereby notified that the aforementioned public rims 1 inch 814 feet
information sources should be consulted for verification of the information contained Grid based on the North
Carolina State Plane Coordinate
on this map. The County and the mapping companies assume no legal System, 1983 North American
responsibilities for the information contained on this map. Datum.
http://vm,?Ar. aranvillec,is.org/granGISweb/printPreview.aspx?PrintOptData=Granville%20County... 9/21/2005
Appian
CONAA.TINGINGINURS, PA
CIVIL. MUMC?AL &•ST1tUC7URALFNGtNNFAS
COMFR"NSI VE *"VIR0NM7<NTALZVKV ILX3
August 25, 2005
Mr. Bill Wynn
Crosswind Properties, Inc.
1696 Hayes Road
Creedrrmor, NC 27522
RE: Pre"nary Soils Evaluation for 164.5-Acre Lawrence Road Property.
ACE Job#02--508D
Dear Mr. Wynn:
Appian Consulting Engineers, PA conducted a preliminary soil evaiuaition of
the above referenced property in Granville County. The evaluation was done
in April 2002, in order to determine the soil suitability fogy installation of
wastewater disposal systems (septic systems). The report on this evaluation
was prepared in accordance with the Laws and Rules for Sewage Treatment
and Disposal Systems by the Division of Environmental Health On-Site
Wastewater Section as amended effective January 1, 1999.
This property is located east of Lawrence Road just south of the community
of. Grissom in Granville County, North Carolina. The soils were evaluated
with augers under moist conditions and they consist of well-drained
Piedmont soils- The predominate soils identified on the property during the
soil investigation was Cecil (Fine, kaolinitic, thermic, Typic Kanhapludult).
The published soil map for the property is Map 16 of the Granville County
Soil Survey. Soils mapped by Natural- Resources Conservation Service
(NRCS) Soil Survey in the immediate area of the subject property are
predominantly Cecil sandy ? loam, 2 to 6 percent slopes (CaB); and Cecil
sandy loam, 6 to 10 percent slopes, eroded (CeC2). Soil classification . and
mapping performed by ACE during this- preliminary soil evaluation generally
conformed to,, the description and delineation of soils as classified and
mapped for the Granville County Soil Survey.
841 South Wesleyan Blvd. • Rocky Mount. NC 27883
P O. Box 7966 Roby Mount, NC 27804
Phone: [phone]
Fax: [phone]
C-MAH* 2dminQ1zPPianensineer5.com
web address; 'v-0PPk nt nginaers.c )in
PRELIMINARY SOIL STUDY FOR SEPTIC SYSTEM SURABILITY
DANA MAYBERRY
JOHN R. DAVIS, JR. LSS
LEGEND
PROVISIONALLY SUITABLE SOIL > 30 Inches
to Saprolite, Parent Material or other Unsuitable
Soil Characteristics. Appropriate for
conventional septic systems,
PROVISIONALLY SUITABLE SOIL 24 - 30
Inches to Sapiolite, Parent Material or other
Unsuitable Soil Characteristics- Appropriate for
modified or low pressure pipe septic systems.
UNSUITABLE SOIL < 24 Inches to -Unsuitable
Sail Characteristics or Complex Topography
including drainageways, gullies, holes, steep
slopes, cut banks etc. Unusable for septic
systems.
?- -? DRAINAGE WAYS
TREE LINE
Note: The intensity in whichl preliminary soil studies are
conducted may contain minor inclusions of unsuitable soil
within the provisionally suitable soil units.
SCALE 1' r 400'
O 400 800 1000 9200 1400 1i8o0
?T[aN DRAWN BY:_ CONSULTING ENGINEERS P.A. '° n n r
a2-5D0 o CIVIL, MUNIMPAL R STRQCMRN. R=iiiiiS
FILE NAVE CMP!!Mi VE UMNOWMAL SEi1VM
T
TY NC Be, P7956 hone: , 252) 7, N.C. 27dt1s ¦
DATE SHEET I: Phene: (252) 47272--77Q3
Fax: (=2 972.-7831!
APRIL 11. 2002 2 eu a? oaenln0oRp AM s

o c?
BOUNDARY DESCRIPTION SHOWN Of IS NOT FOR REOORDATIOh. YOU me
PRELIMINARY SOIL E'
ADA AND LEGAL DISCLAIMER TTrk {
r.P?...?t.d to - r wlTh d r.quksrn?ta
daam hnt U not AC TF
oontaWed h rn. AM w athw' lw. Enyhn?s ? "at 11ca m d to ?t.?JdvW or ,k„ ?,?.
ktp lamm, the awnw ahoOd ho
d.onw?t by Ms attaenay to dalwn+l?i Igd oentplf?, .
ur !Hr Q R A N V 1L LE C C) U
f \' J

Pipe Sizing Worksheet
Pipe # 1
Q(25)=C1(25)-A
Q= The estimated design discharge (cfs)
C = The composite runoff coefficient for the watershed
1(25) = Rainfall intensity (in/hr) for the designated return period and time of concentration
A = Watershed area (ac.)
C => Estimate C based on watershed content and soil type from
Table 2: Rational Forumla C Values. (C=.35 is a common estimate)
1(25) _> Find tc = [L^3/H] ^.385 tc = Time of concentration
---------------- L = Hydraulic length of the watershed (ft.)
128 H = The elevation change of the watershed (fi
Use tc to find rainfall intensity (in/hr) from graph.
A => Calculate total area of watershed
C= 0.75
1(25)= 8.5
A= 0.33
Q(25)= 2.1038 cfs
1(10)= 7.5 Q(10)=
1(50)= 9.25 Q(50)=
L 431 "Never use tc< 5 min
H= 8
tc= 3.872 min
1.85625
2.289375
Use Q(25) and chart to find diameter of culvert with HW/D < 1.0
(Use column 1 on the chart)
Pipe Size (in)= 18
HW/D= 0.5
Inv. In= 456.30
Inv. Out= 456.10
Length (ft)= . 52
Slope= 0.04%
V(10)= 3.1
Apron Size (LxWXD)= 6'x4.5'x12"
Stone Size (in.)-- 3"
Thickness (in)= 12"
Type Rip Rap Class "A"
,0sgset
b?? ..N" CAM01",%,
OTN'
ISEAL
R
56

Pipe Sizing Worksheet
Pipe # 2
Q(25)=C*1(25)-A
Q= The estimated design discharge (cfs)
C = The composite runoff coefficient for the watershed
1(25) = Rainfall intensity (in/hr) for the designated return period and time of concentration
A = Watershed area (ac.)
C => Estimate C based on watershed content and soil type from
Table 2: Rational Forumla C Values. (C=.35 is a common estimate)
1(25) _> Find tc-= [L^3/H) 1.385 tc = Time of concentration
---------------- L = Hydraulic length of the watershed (ft.)
128 H = The elevation change of the watershed (ft
Use tc to find rainfall intensity (in/hr) from graph.
A => Calculate total area of watershed
C= 0.75 L= 57 *Never use tc< 5 min
1(25)= 8.5 H= 2
A= 0.19 tc= 0.638 min
Q(25)= 1.2113 cfs
I(10)= 7.5 Q(10)= 1.06875
1(50)= 9.25 0(50)= 1.318125
Use Q(25) and chart to find diameter of culvert with HW/D < 1.0
(Use column 1 on the chart)
Pipe Size (in)= 18
HW/D= 0.5
Inv. In= 463.60
Inv. Out= 463.40
Length (ft)= 52
Slope= 0.04%
V(10) 3
Apron Size (LxWXD)= 6'x4.5'x12"
Stone Size (in.)-- 3"
Thickness (in)= 12"
Type Rip Rap Class "A"

' 'CHESLEIGH SUBD. 05-070
Sediment Basin #1 Sediment Basin #4
Drainage Area= 0.26 Drainage Area= 0.61
Tc= 5 Tc= 5
110= 7.5 110= 7.5
C= 0.75 C= 0.75
Q10= 1.4625 Q10= 3.43125
Min Req Surface Area= 637.07 '
Basin Dimensions= 15'x45'
Surface Area Provided= 675
Min Req Sediment Storage Volume= 468.00
. (1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 2,025.00

Sediment Basin #2
Drainage Area= 0.32
Tc= 5
110= 7.5
C= 0.75
Q10= 1.8
Min Req Surface Area= 784.08
Basin Dimensions= 1TX49'
Surface Area Provided= 867.00
Min Req Sediment Storage Volume= 576.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 2,601.00
"JI
Sediment Basin #3
Drainage Area= 1.38
Tc= 7.5
110= 7.5
C= 0.75
Q10= 7.7625
Min Req Surface. Area= 1,494.65.
Basin Dimensions= 23'x69'
Surface Area Provided= 1587,
Min Req Sediment Storage Volume= 1,098.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 4,761.00
Min Req Surface Area= 3,381.35
Basin Dimensions= 34'x102'
Surface Area Provided= 3468
Min Req Sediment Storage Volume= 2,484.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 10,404.00
CHESLEIGH SUBD. 05-070
Level Spreader #1
Drainage Area= 0.26
Tc= 5
110= 7.5
C= 0.75
Q10= 1.4625
Min Req Length= (1Tx Q10)
19.01

GHESLEIGH SUBD. 05-070
79

Channel A
Drainage Area= 1.17
Tc= 5
110= 7.5
C= 0.35
Q10= 3.07125

Channel B
Drainage Area= 0.26
Tc= 5
110= 7.5
C= 0.75
Q10= 1.4625

Channel C
Drainage Area= 0.20
Tc= 5
110= 7.5
C= 0.75
Q10= 1:125

Channel D
Drainage Area= 0.59
Tc= 5
110= 7.5
C= 0.75
- Q10= 3.31875
W7,
Channel E
Drainage Area= 0.39
Tc= 5
110= 7.5
C= 0.75
Q10= 2.19375

'
F
Channel
Drainage Area= 0.20
Tc= 5
110= 7.5
C= 0.75
Q10= 1.125
_
x I (:.
Channel G
Drainage Area= 0.59
Tc= 5
110= 7.5
C= 0.75
? : ...M_r .._.."
f Mm
ll-1
Channe
Drainage Area= 1.17
Tc= 5
110= 7.5
C= 0.35
Q10= 3.071255
8
Channel
Drainage Area= 0.26
Tc= 5
(10= 7.5
C= 0.75
Q10= 1.4625
..157. .... ......?
Channel J
Drainage Area= 1.18
Tc= 5
110= 7,5' .
C= 0.75,
Q10= 6.6375

Q10= 3.31875
oJE?I E,,CHESLEIGy Cf1ANNE?A-_ -- ---'--__. -A OJgCjNO 0501011_
.d9GE_A9EA_]..___.._...__;.
HYDRAULIC RESULTS
Disch.pe
(dsl Peak Flow
Pe(iod(h:J Val-* UP, Asee(sglt) HyAa(!e
Radus(n) Normal
Depth([
31 2.0 1.B9 0.63 0.22 646
P300 (n?
S-0.0600
11
`fib 'a'lea. n'
Not to Scale

Reach MaOV Type
tabfiay Analysia Vegetation Ch.acteislics
Pamisable
CakJated
Solely Fedor
Rem.ki
Staple Pane. Phase Class Type Densny She.Sl(ess
N=R Shee(SUess
(p(R
54aiphl P300 VeOetalim 2 D M'. 50757 7.00 1.72 4.07 STABLE
StapleE Sol Clay Loam 2A00 1.092 1.03 STABLE ,
Discharge
cfs Peak Flow
Period (his) I 'Velocity (fps) 'Area (sq.ft) Hydraulic
Radius(ft) Normal
Depth(ft)
1.5 2.0 4.07 0.37 0.17 0.35
LINER RESULTS
Reach
Straight
Not to Scale
Malting Type
Stability Analysis Vegetation Characteristics
Permissible
Calculated
S
-Safely Factor
Remarks
Staple Pattern !Phase Class Type Density Shear Stress
(Psf) I)
Shear
(PSI)
P300 Vegetation 2 D Mix 50.75% 7.00 1.31 5.34 STABLE
Staple E Soil Clay Loam 2.000 0.831 2.41 STABLE
Bottom -J
. 3.0 Width = 0.00 It 3.0
North American Green -:ECMDS Version 4.2 IMMU COFdPUTED BY: 'aime
PP OJECT NAME: cheslei h-channel c PROJECT P10.: A5 070
FROf?1 STATIONIREACH TO STATION/REACN:_DRAINAGE AREA:.20 DESIGN FREtUEPILY:
t-4vnraar n rr- HF 111 j1 IN
Discharge
cfs Peak Flow
Period (his) I Velocity (fps) Area (sq.ft) Hydraulic
Radius(fl) Normal
De th fl
h.l 2.0 2.08 0.53 0.18 0.36
1L
4.0
LINER RESULTS

Reach Matting Type
Staple Pattern
Straight S75
Staple D
Unvegetated
S75
Sam/
Bottom
Width = 0.00 it
1 1
4.0
Not to Scale
aUVrI VIIGlaclcuauw
Permissible Calculated Safety Factor Remarks
Class Type Density Shear Stress Shear Stress
(PSI) (Pst)
1.55 1.36 1.14 STABLE
HYDRAULIC RESULTS
Discharge
cfs Peak Flow
Period lus Velocity (fps) Area (sq.lt) Hydraulic
Radius ft Normal
De th ft
0.3 2.0 2.08 1.59 0.35 0.73
I INFR RFg111 TS'
S75
S = 0.0200 `
1L I1
B tlom --1
3.0 Widt?i = 0.00 0 3.0
Not to Scale

Reach MatCrng Type
Stability Analysis Vegetation Characteristics
Permissible.
CalcOated
Safety Factor
Remarks
Staple Pattern Phase Class Type Density Shear Stress
(Psf) Shear Stress
(Psf)
Straight 575 Unvegetated 1.55 0.91 1.71 STABLE
Staple D
DiF Peak Flow
Period (his) 'Velocity (fps)
I Area (sq.Il) Hydraulic
Radius ft Normal
De th ft
2.0 4.22 0.52 0.18 0.36
LINER RESULTS
Not to Scale

Reach Matting Type
Stability Analysis Vegetation Characteristics
Permissible
' Calculated
Safety Factor
Remarks
Staple Pattern Phase Class Type Density Shear Stress
(psfj Shear Stress
(PSI)
Straight P300 Vegetation 2 D Mix 50-75% 7.00 1.35 5.18 STABLE
Staple E Sol Clay Loam 2.000 0.857 2.33 STABLE
Bottom
4.0 Width = 0.00 It 0
North American Green - ECIYIDS Version 4.2 COMPUTED BY: 'aime
P OJECT FLAME: cheslei h-chan el f PROJECT NO.: 05-070
FROMM STATION/REACIL TO STATIONJR--ACH: DRAIFJAGE AREA: 0.20 DESIGN FRE UEhdLY:
HYDRAULIC RESULTS
Discharge
cfs Peak Flow
Period hrs Velocity [fps) Area (sq.ft) Hydraulic
Radiusft Normal
Depth ft
1.1 2.0 2.08 0.53 • 0.18 0.36
LINER RESULTS
Not to Scale

Reach Matting Type
Stability Analysis Vegetation Characteristics
Permissible
Calculated
Safety Factor
Remarks
Staple Pattern Phase Class Type Density Shear Stress
(PSI) Shear Stress
(PsfJ
Straight S75 Unvegetated 1.55 1.36 1.14 STABLE
Staple D
L_ Bottom r
4.0 Width = 0.00 ft 4.0

HYDRAULIC RESULTS
Dischargd
cfs Peak Flow
Period Ius Velocity (fps) Area (sq.ft) Hydraulic
Radius fl . Normal
De th ft
3 2.0 2.08 1.59 0.35 0.73
LINER RESULTS
S75
S = 0.0200
1 L___ Bottom J 1
3.0 Width = 0.00 ft ad
Not to Scale

Reach Matting Type
Stability Analysis Vegetation Characteristics
Permissible
Calculated
Safety Factor
Remarks
Staple Pattern Phase Class Type Density Shear Stress
(psf) Shear Stress
(psf)
Straight S75 Unvegetated 1.55 0.91 1.71 STABLE
Staple D
P1ort i American Green - ECIviDS Version 4.2 HAJIMIJEM COMPUTED BY: 'a'cne
PROJECT NAME: cheslei h-channel h PROJECT NO.: 05 070
FF,110M STATI01j1REACH: TO STATIOtdiREACH: DRAINAGE AREA: 1.17 DESIGh1 FRE UEIJCY:
HYDRAULIC RESULTS
Discharge
cfs Peak Flovr
Period (11-ns Velocity (fps) Area (sq.11) Hydraulic
Radius(ft Normal
Depth 1111
0.1 2.0 2.72 1.14 0.26 437
LINER RESULTS
1I
( 3.0
S75
fl
3.0J
Plot to Scale

Reach Matting Type
Stability Analysis Vegetation Characteristics
Permissible
Calufiled
Safety Factor
Remarks
Staple Pattern Phase Class
I
Type
Density
I
Shear Stress
(PSI)
Shear Stress
(psf)
Straight S75 Unvegetated 1.55 1.30 1.13 STABLE
Staple D
Bottom
Width = 2.00 It

Discharge
cfs Peak Flov,-
Period hrs Velocity (fps) Area (sq.ft) Hydraulic
Radius(ft) Plormal
Depth ft
5 2.0 1.72 0.87 0.22 0.30
LINER RESULTS
Not to Scale

Reach Matting Type
Stability Analysis Vegetation Characteristics
Permissible
Calculated
Safety Factor
Remarks
Staple Pattern Phase Class Type Density Shear Stress
(psfJ Shear Stress
(psf)
Straight S75 Unvegetated 1.55 0.56 2.76 STABLE
Staple D
3 Widthtto2 00 It 3

Discharge
cfs Peak Flov,,
Period this) Velocity (fps) Area (sq.ft) Hydraulic
Radius ft [formal
Depth ft
6.6 2.0 5.26 1.26 0.28 0.39
LINER RESULTS
1?
3.0
, 1 1
3.0
Not to Scale

Reach Matting Type
Stability Analysis Vegetation Characteristics
Permissible
Calculated
Safety Factor
Remarks
Staple Pattern Phase Class Type ADerisity Shear Stress
(psf) Shear Stress
(Psf)
Straight P300 Vegetation 2 D Mix 7.00 1.23 5.69 STABLE
Staple E Sol Clay Loam 2.000 0.780 2.56 STABLE
Bottom
Width= 2.00 ft
;Office Use 0nily:
US ACE Action ID No.
Form'Version March 05
No .20060060
(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 Z 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: ,rf I LI
IPOrb -t74 2e SS I t-.> Cs >
3. If this notification is solely a c esy copy because written approval for the 401 Certification
is not required, check he .
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Mana of
,Environmental Concern (seethe top of page 2 for further details),
11. Applicant Information JAN 9 - .2006
1. Owner/Applicant Information DENR DENR - W W TORATER C]UALI`f`?'
QUAUT BRWH
Name: B"'`- LJ`INiJ - lJ-Y Jr-1 ocf &.-3
Mailing Address: G2oS5/Jwv po-OW- Z-CtES Lt..e?-
1644, I-EatiES 174An
G2?awt ooh, ??. ?75ZZ.
Telephone Number: 91 g- 5.2e', - 1347 Fax Number: 9l9 - 5.78 - g146
E-mail Address: AJ vt ?7l0 GS • °?"`
2. Agent/Consultant Information. (A signed and dated copy of the Agent Authorization letter
D must be attached if the Agent has signatory authority for the owner/applicant.)
;: _.> .. Name: SJmml't- 0co.-36J t t r 11JG 1R-?G t.J e5C-V.5 - A"W P'-ftz --
er^
-Company Affiliation: `ro -'"E Gc:?t'"
Mailing Address: /odo G.oziawA•c? p2,.?E S vt?r? ia?
;--? _ "? H i us, t3oczo ?c?! n1C. X71 ?P
Telephone Number: 911- 7.V- 3 83 Fax Number: 9119- -1
E-mail Address: a 1a ?, P,)+" ew-9R ems, e-o w l
Page 5 of 12
M. Project Information
Attach a Acinity 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 norfh 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 projecthas been placed on hold until decipherable maps are provided.
1. Name ofproject:
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): e4 -
4. Location
Nearest Town: tZ?Doe jZ-
County:
Subdivision name (include phase/lot number): 614tvs,--t-?
Directions to site (include road numbers/names, landmarks, etc.): E_-Asr !Si E)C oF"
L.Ati iz<,-_?eC jloAca KNL Ste t vo) A PrzeX . O 3 m ti-6.e. s',,.rrg © r
4P-05156A tiJ 694,•}JI+-u£ GoJ?.?f'?l t ac.??s?W tTa S+?4SS?x ?7
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): 34, - 3 - //q• 3 °N 78 -- 35 - 2d. 8 °W
6. Property size (acres):
7. Name of nearest receiving/' v of ?/ .
8. River Basin: T4&-- 'Q? v?'? 545 t.. )
(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/mays/.)
.9. Describe the existing conditions on the site and general land use in the vicinity of the project
atthetime of this application: -TNT p2oQE4-t' GoaSt?t? oF ;-c P",^J :.
5or,_? A.J-p VAC A,,tT I-4-Jo iJ i- -A S er tG rl-? c-7 54.6p&-y A¢.g5A5.
Page 6 of-12
10. Describe the overall project in detail, including -the type of equipment to be used: ?'N€
8 V L?c.co z e? 2fs LX G.Q04?'o ¢.S F7 OM P 'r5L?cIOS
,L??J? Ntoro2- G?AC?-S Tbl? PP..c-?" tJctc? L3?"Gt?.? [3 `f G ?E?c
THE z_ A^_)=;, P4-440^16 -rke_ c?J?a.45?r?JC--rva A.Jc AeA p)-A-! -rrFAZU J5J1 ..Q„1G L6tJ;3
R
11. Explain the purpose of the proposed work: ?? GQAr?E So t--
d F 1ZOAv&_JA-t a A•JD P4Ae_ MCI" o'F I:Mr7S 5b0- PdLU.r>=A-a -55 ot=
Wo rnC
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. LEwe-- QE AFT79mAc. F",i-i PJ_? c;6AJ7- * Sops ta,J. A`-
it;;-STAR-,E-y' e-cv rT?oL, Pc.A.J is s r,?cc,t 5ut3vtyisto..? tS t?J 'Eiot -
VMAS E DF 4-O- IJ J -noo A te.-r to.J 3??rJC? 5J3ra r['i?E9 Fr?G? C"Yr--cQc-
L 13Z'Lo-T 5va???cs?a.J.
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.
L?2iJ tJArl PE¢H ?T' ;JA rrl*- . Fo% .- ^Y-t7o'C' ,Q PP¢o+?4t_. . ?'2t?Sco,J
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
ritprap 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 maybe included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VDII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Im PAe--r„, /aaE r.JLt,JtxED
ICJ "r44F S K-j;c. PL,,,A j For- -TOC PAO ROSCV Std . Oot P,4et 0 1 poe-i-om -
1A ICJ-t£g?vt 1rrErYf fLE?4wl tJ cF ?t5 /-F', INtPa4trT '?L I?x.wvE?S
AsJ t&ygcat.,.rrr4? :5,. RGit,?? JpJ LogJGTW-1 OF It>5L.F. /JO j.Jr__"r`A1_)
,dam Aar FWRo4A .
Page 7 of 12
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, :flooding, ditching/drainage, etc. For dams,
stracture and flooding.
Wetland Impact
Site Number Type of Impact
(indicate on map)
? r4 /Uo W ?t'c
Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.)
Located within Distance to Area of
100-year Nearest Impact
Floodplain Stream (acres)
Total Wetland Impact (acres) I
3. List the total acreage (estimated) of all existing wetlands on the property: ? ? $
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multi ly length X width, then divide b Impact of
Stream Impact Perennial Average Imp
Number Stream Name Type of Impact intermittent? Stream Width Length Impact
Before Impact linear feet acres
indicate on ma
impAeT' '? l rtF,2 ¢ ?JE? PRoAosE? AP4 1A.WCOMer "1'6" 11S4. r. . 13Ae,
P* to- MZ 2 OZ;i? 400W- FV-oP"eP A04V a25' ' 105 . F. . i? A?
G,QD4S tAjeA-S
_u?155 ., I Qa P
RAP
v5£JtE
w . L=
?
Total Stream Impact (by length and acreage) -
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill; ex fl din draina e bulkheads etc
Open Water Impact
Site Number
indicate on ma
AVo of-AE'rJ 0410
IIr1 /??f'S onJ 5
avathon, dredging, oo

Name of Waterbody

(if applicable) , g ,

Type of Impact ,
Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.
Area of
Impact

acres

Total Open Water Impact (acres) c
Page8of12
!6. List th
.1 _i__,. ?......?..,.+ +_ o1I AlTnf, rc nffl,P. TT ;.q. resulting from the project:
e -ou uiuiau vs, uu a...< -- - - -
Stream hn act (acres):
'SA
Wetland Impact (acres)-. No..s+= e? 5 r ? A
Open Water Impact (acres): NEE ?? S '"? A
Total Impact to Waters of the U.S. (acres) ?.sE a.--? s rrc
Total Stream Impact (linear feet): .? ?
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ONO
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or -linear feet). Please note that this section only
applies. to waters that have specifically been determined to be isolated by the USACE.
Pond Creation : ./No P- J V's A
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
VII. Impact Justification (Avoidance and Minimization)
Expected pond surface area:
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.
k>69-C A4t/JIM179C= If e_etj..L, 4oLSE SAS Gti] Qr.?1 vS !.J ?Qcv.?r' a?
.5''J`2EA . 5 k1 lh idoLr C s 55 t ?. aG . Z-oi-? I,JG .o Q n?• ••?-? Pc.?I D S'PEc-c t_=te__
.5 ms a 5'ZaW___Cco.J a,.;? _T f4< La .3c, tJ I'nsd 'TA tz - PA lco i?-t JER.
tit' v ?,E?s .
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.
Page 9 of 12
USAGE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure 'that adverse effects to the aquatic environment are minimal- Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating; restoring, enhancing, or. preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USAGE 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
htto://h2o enr stite.nc.us/nowetlands/strmgide.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.
7M C iE Fi*e4aV5%'-:;1 Q tJEV-- T-At-a l.J V5 -74a- P Ama t e-o 410oe . r5 4-w J ?J rnl
A 1--1Pr-1 ?or r --, MW art L3JFrE0- •ft? 1CZ't'1419r-e• S/06-1 oFTfd£ 6.4. Q
'Ta?t',A,?. l wt PAS' d? !J ' G . F. tJ 1 ?- ?-. C?? P??>r'J d•.) `T'r{ E" s rPA? "?o?crA? c.t..1G
5 ??s *T-A,qi-?V Aas `TAX AQ Rg2ozm5 Ajv A e.ce-,emo.j i4AV, GveeE^YC-
$IT? Go.J9rc?oh3S AMC-- ??l?l.? 4-A•JV?S 014#4 6F 97•A4L -t SLpr€ls?? TaQcGe•tiPt?'1,
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):
Amount of buffer mitigation requested (square feet):
Amouiit of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
/i1 ?x??,J °2`? t fJ i It r r..f7 13 /? t Y CoR P v
Page 10 of 12
sM Environmentad Documentation (required by DWQ)
1. 'Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (fedeml/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements -of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes. ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
2.
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
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
identi fy 7,?4(Z Pa,.tieeo )? Yes 2L No ?
if "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
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. .Q?f?/>rr1?.?nJ 23JFF622, , Brae ei-ri
&)/t. bC xLr tJ l?t7N/sJ 155,4 AkAe- OAF cV4F ---5-rA--yA&rr:5
Zone* Impact
(square feet Multiplier Required
Mitigation
1 /O *T 1 .3 (2 for Catawba) 3 3 6. S
2 G 14o, I 1.5 9117 . S
Total /7 e7-5V a5 5;r7
Page 11 of 12
3a. Stormwater (xequired 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. gM,' "s IJuLL- aer- v5icy To ?2?yEwsc'
?2ostosJ A,,J.n Pe 7v - r SJRr4c4c_:' Aj4`rE?,5 . A^) fl . tJgr?'1_4. 3ms
j?2oAv5?r7 ?.•-rA?-•?toJS SJf??tc-?E ? ?.?5 hL.-
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.
5 EG?r'?G- 5 K STi?'.?l Ant r> cJE?-+-S ?...? tit- SE" v SE?7 a.J 5 e-? ?otz.
Dt4e_WA=e.5'
XIIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCA.C 2H .0500) or any Buffer Rules?
Yes ? No N
Is this an after-the-fact permit application? Yes ? No XT,
10M Cumulative Impacts (required by DWQ)
Will.this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstreamwater quality? Yes ? No. 0
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 web -site at
http://h2o.enr.state.nc.us/liewetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. . However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work.schedules '(e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
b5
A,Oplican 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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Record No 3`_9R Map Number 182400121237
I Name 1 POOLE CAROLI'N DILLARD ET AL Address Situs 1032 LAWRENCE RD
Address Billing 1 18928 MANGUM DAIRY RD ZIP Code Billing 1 127587
City Billing -? WAKE FOREST NC Township Code 102
Acres 164.00 Real Value 331934
Land Value 1 1438439 Building Value 149779
Deed Book 1 12000 Deed Page 1 1233
Plat Book NO DATA Account 7571
I Sale Price 1 10 1 1 Improvements D
Deed Month 11 12 Geed Day 01
Deed Year 11 00 Description 182400121237
Disclaimer. This map is prepared for the inventory of real property found within this
jurisdiction and is compiled from recorded deeds; plats, and other public records and Map ScaIe
1 inch = 1985 feet =
data. Users of this map are hereby notified that the aforementioned public primary Grid based on the North
information sources should be consulted for verification of the information contained Carolina State Plane Coordinate

on this map. The County and the mapping companies assume no legal System, 1983 North American
Datum
responsibilities for the information contained on this map
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APPiAn
CONSULTING ENGINEERS, PA
CIVIL, MUNICPAL A STRUCTURAL ENCINNERS
COMPREHENSIVE ENVIRONMENTAL SERVICES
August 25, 2005
Mr. Bill Wynn_
Crosswind Properties, Inc.
-
1696 'Hayes Road
Creedmoor, NC 27522
RE; Preliminary Soils Evaluation for 164.5-Acre Lawrence Road Property.
ACE Job,#02-50813
Dear Mr. Wynn:
Appian Consulting Engineers, PA conducted a preliminary soil evaluation of
the above referenced property in Granville County. The evaluation was done
in April 2002, in order to determine the soil suitability.for installation of
wastewater disposal systems (septic systems). The report on this evaluation
was prepared in accordance with the Laws and Rules for Sewage Treatment
and Disposal Systems by the Division of Environmental Health On-Site
Wastewater Section as amended effective January 1, 1999.
This property is located east of Lawrence Road just south of the community
of Grissom in Granville County, North Carolina. The soils were evaluated
with augers under moist conditions and they consist of well-drained
Piedmont soils, The predominate soils identified on the property during the
soil, investigation was Cecil (Fine, kaolinitic, thermic, Typic Kanhapludult).
The published soil map for the property is Map 16 of the Granville County
Soil Survey. Soils mapped by Natural Resources Conservation Service
(NRCS) Soil Survey in the immediate area of the subject property are
predominantly Cecil sandy loam, 2 to 6 percent slopes (CaB); and Cecil
sandy loam, 6 to 10 percent slopes, eroded (CeC2). Soil classification and
mapping performed by ACE during this preliminary soil evaluation generally
conformed to the description and delineation of soils as classified and
mapped for the Granville Count Soil Survey.
841 South Wesleyan 13W. - Rocky Motlnt, NC 27603
R0. Box 7966• Rocky Mount, NC 27804
Phone: [phone]
Fay: [phone]
e-mail: [e-mail]
web addressf,v- •.appianei)gineers.(xnn
Preliminary Soils Evaluation
164.5-Acre Lawrence Road
ACE Job #02-508D
August 25, 2005
Page 2
The soils were classified in accordance with on-site wastewater system use
and grouped into three units. Unit 1, soils greater than 30 inches deep
which are usable for conventional septic systems. Unit 2, soils between 24
to 30 inches deep, usable for modified or low pressure pipe systems. Unit 3,
soils less than 24 inches deep or have complex topography, which are
unsuitable for septic systems.
The majority of the soils on this property that are not in natural
drain ageways,are usable for septic systems. Once the subdivision lots have
been configured, each lot can be evaluated closer to ensure that a practical
site exists for a septic system. Attached is a map of the property with
legend showing the soil classifications with regard to wastewater system
suitability. If you have any questions please give me a call at 919-218-9352
SOIL rr
Respectfully Submitted,
Appian Consulting Engineers, PA
John R. Davis, Jr. RS, LSS
Environmental Manager
pc: file

PRELIMINARY SOIL STUDY FOR SEPTIC SYSTEM SUITABILITY
DANA MAYBERRY
JOHN R. DAVIS, JR. LSS
LEGEND
PROVISIONALLY SUITABLE SOIL > 30 Inches
to Saproiite, Parent Material or other Unsuitable
Soil Characteristics. Appropriate for
conventional septic systems.
PROVISIONALLY SUITABLE SOIL 24 - 30
Inches to Saprolits, Parent Material or other
Unsuitable Sail Characteristics. Appropriate for
modified or low pressure pipe septic systems.
UNSUITABLE SOIL C 24 Inches to Unsuitable
Soil Characteristics or Complex Topography
including drainageways, gullies, holes, steep
slopes, ` cut banks etc. Unusable for septic
systems.
-?--? DRAINAGE WAYS
TREE LINE
Note: The intensity in which preliminary soil studies are
conducted may contain minor inclusions of unsuitable soil
within the provisionally suitable.soil units.
SCALE: 1" = 400'
0 400 Boo 1000 1200 1400 1600
DRAWN BY: J,. TEMERSIVE SUJING ENGINEERS P.A.
_ 02-5DO MUNICIPAL k STRUCTURAL ENGINEERS
kLUA7iON, ENVIRONMENTAL SERVICES
SCALE: FILE NAME rww.appb?n9?ewn.wm .
1v? ¦ 1` = 400 '- ex 7968 Rocky Mount, -7N.C. 27801 APPiAn
SHEET Phone! : (25Z) 97272-)703
DATE; # Fox: (252) 972-•7639
v
¦ ! 14C 0K 1I, 2002 2 EMAIL: eaminOappion1nglne9n•oom

BOUNDARY DESCRIPTION SHOWN 8Of0Rf rou ac hR 1ALIMINARY SOIL E
IS 40 FOR RECORDATION. Cj, ML fm
1-900- 164.5 AC TF
ADA AND LEGAL DISCLAIMER 672-4940
Tills document In not 'represented to comply with all requlr4ms"t° MORIN
contained In the ADA or other lams Enkf q sera a• not licensed to orx-eut
C'"°`A"° GRANVILLE COL
Interpret love' or qiw edvles ceneernlnp lows, the owner should boys aN,cs
ithIll document reviewed by his 0ttomey to determine 1#901 tompllones.
RECEIVE-0 SEP 1 9 "005
MEMO
Soil Horizons
PO Box 1063
Youngsville, NC 27596
DATE September 15, 2005
TO Mr. Bill Wynne
FROM John R. Davis, Jr. LSS
RE Revised Soil Map for Lawrence Road Property
Attached is a revised map of the usable soil areas for septic systems.
Modification were made to the areas around the houses and the old barns. Also,
the northwest corner was revised some too. The area in the northeast corner
was revised slightly, but there are some marginal soils in that area that could not
be changed very much. The steeper slopes have allowed some past erosion of
the soil rendering it shallow and consequently provisionally suitable or unsuitable
for septic systems. I will forward these maps to Brian Ketchum with Summit
Consulting Engineers.
Also, I have enclosed a copy of the jurisdictional determination document from
the U. S. Army Corp of Engineers that indicates that they have reviewed my
delineation of three possible stream crossing areas and concur with the
delineation. I will forward the hand sketch of these areas to Acculine surveys so
that they can locate the flags. Acculine will have to coordinate with Summit
Consulting Engineers in case any of these three original road crossings have
been revised or eliminated.
To `complete the wetland crossing permit, I will need the engineers to give me the
culvert size and length including outlet protection and linear feet of stream
impacted to complete the application. If the cumulative impacts are under 150
linear feet, then the State will require a $200.00 check made out to the NC
Division of Water Quality. Give me a call if you have any questions.
Thanks John Davis 919-818-5087
Thanks John Davis

M.
Revised Soil Studv Map-Lawrence Road
John R. Davis, Jr. LSS
September 15, 2005
Scale 9' = 200'
E Area around houses and barns
-- -- _-^--._ Tie :into original
soil lines here
Existing Septic System
here does notappear to. be
functioning properly. --?

-
fr
rr
$[ilall Pond
`Large'Pond

SOIL LEGEND
Provisionally Suitable Soil for Septic Systems.
Soil depth greater than 24 inches to unsuitable
characteristics with uniform smooth topography.
\ Unsuitable Soil for Septic Systems. Soil depth
less than 24 inches deep with complex topography
including gullies and ruts.
Revised Soil Studv MaD Lawrence Road
John R. DaVis..Jr. LSS
September 15, 2005
Scale V= 200'
Northeast corner in back field.
?r
1rI !' f?
F
A?''J Y7 ,Y (?F F
A S' Y
F r
SOIL LEGEND
Provisionally Suitable Soil for Septic Systems.
Soil depth'greater than 24 inches to unsuitable,
characteristics with uniform smooth topography.
Unsuitable Soil for Septic Systems. Soil depth
less than 24 inches deep with complex topography
including gullies and ruts.
Revised Soil Stu.dy Map Lawrence Road
John :R. Davis, Jr. LSS
September 15, 2005
Scale 1'= 200'
Northwest corner
Lavw
l
SOIL LEGEND
Provisionally Suitable Soil for Septic Systems.
Soil depth greater than 24 inches to unsuitable
characteristics with uniform smooth topography.
Unsuitable Soil for Septic Systems. Soil depth
less than 24 inches deep with complex topography
including gullies and ruts.
i
State of North Carolina
Department of Environment ; -:
and Natural Resources !r?
Raleigh Regional Office -
Michael F. Easley, Governor NCDENR
William G. Bill Ross Secretary/ NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LETTER OF APPROVAL
October 19, 2005 -
Bill Wynn
1696 Hayes Road
Creedmoor, NC 27522
RE: Project Name: Chesleigh Subdivision Ph 1
County: Granville
Submitted by:,Summit Consulting Engineers
Date Received: 9/30/05; 10/14/05
Date Processing Initiated: 09/30/05
Watershed: Tar-Pamlico #1/03-03-01
New Submittal (X) Revised ( )
Dear Mr. Wynn:
This office has reviewed the subject Erosion and Sedimentation Control Plan. We find the plan to
be acceptable and hereby issue this letter of approval. If any modifications, performance reservations, or
recommendations are applicable, a list is enclosed and.is incorporated as a part of this letter of approval.
The enclosed Certificate of Approval should be posted at the job site. In addition, it should be noted that
this`plan approval shall expire three (3) years following the date of approval, if no land-disturbing activity
has been undertaken, in accordance with Title 15A, North Carolina Administrative Code (NCAC)
4B.0029.
If any modifications are not incorporated into the plan and implemented in the field, the site will
be in violation of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statute
(NCGS), 113A-61.1).
15A NCAC 4B.0018(a) requires that a copy of the approved plan be on file at the job site. Also,
this letter gives the notice required by NCGS 113A-61.1(a) concerning our right to perform periodic
inspections to ensure compliance with the approved plan.
North Carolina's sedimentation pollution control program is performance oriented,
requiring protection of the natural resources and adjoining properties. If at any time during this project it is
determined that the Erosion and Sedimentation Control Plan is inadequate to meet the requirements of the
Sedimentation Pollution Control Act of 1973 (NCGS 113A-51 through 66), this office may require
revisions in the plan and its implementation to ensure compliance with the Act.
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
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I
Granville Counter Man
Record No I?P3098
OO Map Number --? 182400121237
Name 1 POOLE CAROLYN DILLARD ET AL Address Situs 1032 LAWRENCE RD
Address Billing 8928 MANGUM DAIRY RD ZIP Code Billing 27587
City Billing WAKE FOREST NC rTownship Code 102
Acres -? 164.00 Real Value 331934
Land Value 438439 Building Value 149779
Deed Book 2000 Deed Page 233
Plat Book NO DATA Account 7571
Sale Price 0 Improvements D
Deed Month 12 Deed Day 01
Deed' Year 00 Description 182400121237
Disclaimer.' This map is prepared for the inventory of real property found within this
jurisdiction and is compiled from recorded deeds. plats, and other public records and Mao Scale
data. Users of this map are hereby notified that the aforementioned public rima 1 inch = 814 feet
P ry Grid based on the North
information sources should be consulted for verification of the information contained Carolina State Plane Coordinate
on this map. The County and the mapping companies assume no legal System, 1983 North American'
responsibilities for the information contained on this map. Datum
http:????.Granvillehis.ora%-ranGISweb/printPreviev-.aspx?PrintOptData=Granville%20Counr? 9%21/205

ApPfAn
CONSULTING.ENGINEERS, PA
CIVIL, MUNIC?AL Ec$TXtJC7URAL FNGINNER5
COMYRU4ENSIVE ZNVIxo-MxK7ALSERY(W
.August 25, 2005
Mr. Bill Wynn
Crosswind Properties, Inc_
169x6 Hayes Roacl
Creed.moor, NC 27522
RE. Pref nlinary Sails Evaluation for 164.5-Acre Lawrence Road Property
. ACE Job#02--508D
Dear Mr, Wynn:
Appian Consulting Engineers, PA conducted a preliminary soil evaiuation of
the above referenced property in Granville County. The evaluation was done
in April 2002, in order to determine the soil suitability for installation bf'
wastewater disposal systems. (septic systems). The report on this evaluation
was prepared in accordance with the Lavers and Rules for Sewage Treatment
and Disposal Systems by the Division of Environmental Health 0.n-Site
Wastewater Section as amended effective January 1, 1999,
This property is located east of Lawrence Roan just south of the community
of Grissom in Granville County, North Carolina- The soils were evaluated
with augers under moist conditions 'and they consist of well-drained
Piedmont soils- The predominate soils identified on the property during the
soil investigation was Cecil (Fine, kaoiin'itic, thermic, Typ.ic Kanhapludu.lt),
The published soil map for the property is Map 16 of the Granville County
Soil Survey. Soils mapped by Natural- Resources Conservation Service
(NRCS) Soil Survey in the immediate area of the subject property are
predominantly Cecil sandy ` loam, 2 to 6 percent, slopes (CaB); and Cecil
sandy loam, 6 to 10 percent slopes, eroded (CeC2). Soil classification and
mapping performed by ACE during this, preliminary soil evaluation generally
conformed to, the description and delineation of soils as classified and
mapped for the Granville County Sail Survey.
841 5outh Wesleyan Blvd. < Rocky Mount. NC 278133
r? d. 8ox 7966 Rocky Mount, NC 27004
Phone: [phone]
Fax: [phone]
c-mtil: [e-mail]
.reb address: vrww.appi0nenginucrs.t ont
PRELIMINARY SOIL STUDY FOR SEPTIC SYSTEM SUITABILITY
DANA MAYBERRY
JOHN R_ DAVIS, JR. LSS
LEGEND
PROVISIONALLY SUITABLE SOIL > 30 Inches
to Saprolite, Parent Material or other Unsuitable
Soil Characteristics. Appropriate for
conventional septic systems,
PROVISIONALLY SUITABLE. SOIL 24 30
Inches to Sapiolite, Parent Material or other
Unsuitable'.Soil,Characteristics_ Appropriate for
modified or low pressure pipe septic systems.
UNSUITABLE SOIL S 24 Inches to -unsuitable
Sail Characteristics or Complex 'T'opography
including drainageways, gullies, holes, steep
slopes, cut banks etc. Unusable for septic
systems.
3 -? DRAINAGE WAYS
TREE LINE
Note: The intensity, in which-) preliminary soil studies are y
conducted may contain minor inclusions of unsuitable soil
within the provisionally suitable soil units,

SCALE; 1" - 400'
+0.0 800 1000 1200 14M 1SQ0
oaww.N sr: h
Q2- I, Q CONSULTING ENGINEERS P.A.
4LUATIt3N - CM.mm
, M u « snal
?n n r?l r

?CT S CAUL,
-
' FILE NAyE em?Ptm> vE Ef?MRQINiENTAI SFi[YICfS i? ®o c?
= 400 P.O. Sex 7988 / Reeky Mount
N
2780;
C
TY I?i±C DAM SHEET ,
.
.
Phone: [phone]

APRIL 17¦ 200Z

2 fox: (zszj 977-7.638

E?Wl eon l?iaap?r..nptn.xo.com
'

BOUNDARY DESCRIPTION SHOWN
is NOT FOR RECORDATION. YOU 00
Uti T? na
PRELIMINARY SOIL. E
ADA AND LEGAL DISCLAIMER r_eoa
?.w.hw- tocan nl;
f . . all ?+k.m.nV
Tlft da=pm It h not a,?om 115f4. 5 A C Y I?
safltoMetl b the ACA or olh? fna En9(nnra a.. not fl?? to CNtOUru
ln er 91" 0414« M"W"IR4 ln,., OW lonw sh"u , heir OW-C,U t?RA N YILLE C t)tI
1ti,i? d.ow?+..t ?wiw.d hY b
h af:ke-ey to d.t.mfnr legal eem me

Pipe Sizing Worksheet
Pipe # 1
Q(25)=C*I(25)-A
Q= The estimated design discharge (cfs)
C = The composite runoff coefficient for the watershed
1(25) = Rainfall intensity (in/hr) for the designated return period and time of concentration
A = Watershed area (ac.)
C => Estimate C based on watershed content and soil type from
Table 2: Rational Forumla C Values. (C=.35 is a common estimate)
1(25) _> Find tc = [L^3/H] ^.385 tc = Time of concentration
---------------- L = Hydraulic length of the watershed (ft.)
128 H = The elevation change of the watershed (fl
Use tc to find rainfall intensity (in/hr) from graph.
A => Calculate total area of watershed
C= 0.75 L= 431 *Never use tc< 5 min
1(25)= 8.5 H= 8
A= 0.33 tc= 3.872 min
Q(25)= 2.1038 cfs
1(10)= 7.5 Q(10)= 1.85625
1(50)= 9.25 Q(50)= 2.289375
Use Q(25) and chart to find diameter of culvert with HW/D < 1.0
(Use column 1 on the chart)
Pipe Size (in)-
HW/D= 18
0.5 '04a16e ro,

CA
Inv. In= 456.30 ' m
Inv. Out= 456.10 t
Length (ft)= 52 ?L
Slope= 0.04% .56
V(10)= 3.1 oo ,.L•
Apron Size (LxWXD)= 6'x4.5'x12" tx.
S
Stone Size (in.)-- 3" d?'8s °.`( z,rt `'
Thickness (in)= 12"
Type Rip Rap Class "A"
Pipe Sizing Worksheet
Pipe # 2
Q(25)=C*1(25)*A
Q= The estimated design discharge (cfs)
C = The composite runoff coefficient for the watershed
1(25) = Rainfall intensity (in/hr) for the designated return period and time of concentration
A = Watershed area (ac.)
C => Estimate C based on watershed content and soil type from
Table 2: Rational Forumla C Values. (C=.35 is a common estimate)
1(25) => Find tc = [L^3/H) ^.385 tc = Time of concentration
L Hydraulic length of the watershed (ft.)
128 H = The elevation change of the watershed (fl
Use tc to find rainfall intensity (in/hr) from graph.
A => Calculate total area of watershed
C= 0.75 L= 57 *Never use tc< 5 min
1(25)= 8.5 H= 2
A= 0.19 tc= 0.638 min
Q(25)= 1.2113 cfs
1(10)= 7.5 - Q(10)= 1.06875
1(50)=' 9.25 0(50)= 1.318125
Use Q(25) and chart to find diameter of culvert with HW/D < 1.0
(Use column 1 on the chart)
Pipe Size (in)= 18
HW/D= 0.5
Inv. In= 463.60
Inv. Out= 463.40
Length (ft)= 52
Slope= 0.04%
V(10)= 3
Apron Size (LxWXD)= 6'x4.5'x12"
Stone Size (in.)= 3"
Thickness (in)= 12"
Type Rip Rap Class "A"

DHESLEIGH SUBD. 05-070
Sediment Basin #1
Drainage Area= 0.26
Tc= 5
110= 7.5
C= 0.75
Q10= ' 1.4625
Min Req Surface Area= 637.07 '
Basin Dimensions= 15'x45'
Surface Area Provided= 675
Min Req Sediment Storage Volume= 468.00
(1800 cf/ac).x (Drainage Area)
Sediment Storage Volume Provided= 2,025.00

Sediment Basin #2
Drainage Area= 0.32
Tc= 5
110= 7.5
C= 0.75
Q10= 1.8
Min Req Surface Area= 784.08
Basin Dimensions= 17'X49'
Surface Area Provided= 867.00
Min Req Sediment Storage Volume= 576.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 21601.00
INWAI
a ws,
4?''i
n r
.. ._
Sediment Basin #3
Drainage Area= 1.38
Tc= 7.5
110= 7.5
C= 0.75
Q10= 7.7625
Min Req Surface Area= 3,381.35
Basin Dimensions 34'x102'
Surface Area Provided= 3468
Min Req Sediment Storage Volume= 2,484.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 10,404.00
Sediment Basin #4
Drainage Area= 0.61
Tc= 5
110= 7.5
C= 0.75
010= 3.43125
Min Req Surface. Area= 1,494.65.
Basin Dimensions= 23'x69'
Surface Area Provided= 1587
Min Req Sediment Storage Volume= 1,098.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 4,761.00
CHESLEIGH SUBD. 05-070
Level Spreader #1
Drainage Area= 0.26
Tc= 5
110= 7.5
C= 0.75
Q10= 1.4625
Min Req Length= (13'x Q10)
19.01

BHESLEIGH SUBD. 05-070
?._ ..
' Channel A
Drainage Area= 1.17
Tc= 5
110= 7.5
C= 0.35
Q10= 3.07125

Channel B
Drainage Area= 0.26
Tc= 5
110= 7.5
C= 0.75
Q10= 1.4625
}tt, .
Channel c
Drainage Area= 0.20
Tc= 5
110= 7.5
C= 0.75
1:125
10=
Q
jC1
y?
j}
Channelp D
Drainage. Area= 0.59
Tc= 5
110= 7.5
C= 0.75
Q10= 3.31875

Channel E
Drainage Area= 0.39
Tc= 5
110= 7.5
C= 0.75
Q10= 2.19375

Channel F
Drainage Area= 0.20
Tc= 5
110= 7.5
C= 0.75
Q10= 1.125

Channel G
Drainage Area= 0.59
Tc= 5
11.0= 7.5
C= 0.75
- ? 'i
`'
Channel H
Drainage Area= 1.17
Tc= 5
110= 7.5
C= 0.35
010= 3.07125

wwww wwwwwwo
Channel
Drainage Area= 0.26
Tc= 5
110= 7.5
C= 0.75
Q10= 1.4625
Channel J
Drainage Area= 1.18
Tc= 5
110= 7,5
C= 0.75
Q10= 6.6375

Q10= 3.31875
HYDRAULIC RESULTS ,
Discharge
Ids) Peak Fbw
Period B.,) elocAy Bps Area (sp.111 Hydraulic
Radus(It) Namal
Deplh(ft)
3.1 2.0 4.89. 0.63 0.22 0.46
LINER RESULTS
' P30D ln-0.0271
I( S - 0 0600 '
Not to Seale

Reach Maft Type
ta6,iyAnaysis Vagelalion Chat Scledstks
Pamissble
Calculated
Safety Faclot
'Remaks
Staple Patlem Phase Class Type Dm y Shear Suess
l0) Shear Slress
lPsn
Straight P300 Vegetation 2 D Mix 50.75% 7.00 1.72 4.07 STABLE
StapleiE Sol Clay Loam 2.000 1.092 1.83 STABLE ,

1
lorth American Green - ECIVIDS Version 4.2 COMPUTED BY: 'aime
ROJEC NAAE: c leigh-chahng] h.a b PROJECT N0. 05-070
ROM STATIONIRECH?. TO STATAN/REACH„,?,„,R,,,, DRAINAGE AREA :.6 DESIGN FRE UENCY:
HvnRAt11_IC. RES'ULTS nnnnr-_nm7i
Discharge
cfs Peak Floe,
Period hrs Velocity (fps) Area (sq.ft) Hydraulic
Radius(ft) Normal
Depth(ft)
1.5 2.0 4.07 0.37 0.17 0.35
LINER RESULTS
1L
3.0
1
J
3.0
Not to Scale

Reach Matting Type
Stability Analysis Vegetation Characteristics
Permissible
Calculated
Safety Factor
Remarks .
Staple Pattern Phase
I Class
I Type Density Shear Stress
(PSI) Shear Stress
(psf)
Straight P300 Vegetation 2 D Mix 50-75% 7.00 1.31 5.34 STABLE
Staple E Soil Clay Loam 2.000 0.831 2.41 STABLE
Bottom
Width = 0.00 It
North American Gieen ECMDS Version 4.2 COiAPUTED BY: 'aime
P OJECT NAME: c eslei h-cha el c
F OM STATIONON/REACH TO STATIOPI7RECH: _, ?„ PROJECT NO . A5-070
DRAINAGE AREA.20 DESIGfJ FRE U?NCY:
HynRAULIC RESULT S
Discharge
cfs Peak Flow
Period hrs Velocity (fps) Area (sq.ft) Hydraulic
Radius(ft) Normal
De th ft
h .1 2.0 2.08 0.53 0.18 0.36
S75
\ S = 0.0600
1 1
L Bottom
4.0 Width = 0.00 it 4.0
LINER RESULTS
Not to Scale

Reach Matting Type
Stability Analysis Vegetation Characteristics
Permissible
Calculated
Safety Factor
Remarks
Staple Pattern Phase Class
I Type
Density Shear Stress

(psf) Shear Stress

(PSI)
Straight S75 Unvegetated 1.55 1.36 1.14 STABLE
Staple D
North American Green - ECh1DS Version 4.2 1 1?1 11 111 COMPUTED BY: 'ai e
P JEC AAE: chesei h-c an el P OJEC JO.: 05-070
FROM STATION/REACH: TO STAT,IONIREACH: „„ DFiAIhJAGE AREA:9 DESIGN FRE UE ICCY:
HYDRAULIC; HESUL I S
Discharge
cfs Peak Flow
Period hrs Velocity (fps) Area (sq.ft) Hydraulic
Radius ft hlormal
Depth ft
0.3 2.0 2.06 1.59 0.35 0.73
LINER RESULTS
S75
S = 0.0200
1 L Bottom 1
3.0 Width = 0.00 ft 3.0
Not to Scale

Reach Malting Type
Stability Analysis Vegetation Characteristics
Permissible.
Calculated
Safety Factor
Remarks
Staple Pattern Phase Class Type Density Shear Stress
(psf) Shear Stress
(psf)
Straight S75 Unvegetated 1.55 0.91 1.71 STABLE
Staple D'
!o t American Green ECfViDS Version 4.2 COMPUTE BY: 'aime
P. OJECT NAME: cheslei h-c annelE PROJECT NO.: 05070
FROM STATION/REACH: TO STATI(?NJREACH:,,,, , DRAINAGE A9&_;29 39 DESIG FRE UENCY:
HYDRAULIC RESUL H j
Discharge
cfs Peak Flow
Period his Velocity (fps) Area (sq.ft) Hydraulic
Radius ft FJormal
Depth 11
X2.2 2.0 4.22 0.52 0.18 0.36
LINER RESULTS
1L ` /1
Bottom
4.0 Width = 0.00 ft 0
Not to Scale

Reach Matting Type
Stability Analysis Vegetation Characteristics
Permissible
. Calculated
Safely Factor
Remarks
Staple Pattern Phase Class Type

1 Density Shear Stress
(psf) Shear Stress
(psf)'
Straight P300 Vegetation 2 D f-lix 50-75% 7.00 1.35 5.18 STABLE
Staple E Soil Clay Loam 2.000 0.857 2.33 STABLE

S
No th merican Green- ECIYIDS Version 4.2 r COMPUTED BY: crime
P OJECT hJ E: c eslei h-chan el f PROJECT NO.: 05-070
FROM STATIONIREACH: TO STATIONIREACH: ,.„„„,?„„?R D A,,,?„ ItJAGE AREA: 0.20.. DESIGN FRE UEPJCY:
HYDRAULIC; HESUL I S
Discharge
cfs Peak Flow
Period his Velocity (fps) Area (sq.fI Hydraulic
Radius fl Plormal
Depth ft
1.1 2.0 2.08 0.53 0.18 0.36
LIMIER RESULTS
S75 (n=0.
S = 0.0600 /
J
1 ? Bottom 1
4.0 Width = 0.00 ft 4.0
Not to Scale

Reach Matting Type
Stability Analysis Vegetation Characteristics
Permissible
Calculated
Safely Factor
Remarks
Staple Pattern Phase Class Type Density Shear Stress
(psf) Shear Stress
(psf)
Straight S75 Unvegetated 1.55 1.36 1.14 STABLE
Staple D
Jorth American Green • ECMIDS Version 4.2 COMPUTED B K. 'aime
OJECT NAME: cheslei h-channel P OJEC Id0.: 05-070
BONI STASTATIOIREAC TO STATION/REACH: DRAINAGE AREA: 0.59 DES GN FRE UEN
HYDRAULIC RESULTS
Discharge
fcfs Peak Flow
Period hrs Velocity (fps) Area (sq.ft) Hydraulic
Radius fl Normal
Depth ft
0.3 2.0 2.08 1.59 0.35 0.73
LINER RESULTS
Diu
S = 0.0200
L
1 L Bottom 1
3.0 Width = 0.00 ft 3.0
Not to Scale

Reach Matting Type
Stability Analysis Vegetation Characteristics
Permissible
Calculated
Safety Factor
Remarks
Staple Pattern Phase Class Type Density Shear Stress
(psf) Shear Stress
(psf)
Straight S75 Unvegetated 1.55 0.91 1.71 STABLE
Staple D
k

Discharge
ofs Peak Flov-i
Period [firs) Velocity (fps) Area (sq.ft) Hydraulic
Radius fl P. ormal
Depth ft
0.1 2.0 2.72 1.14 0.26 0.37
LINER RESULTS
Not to Scale

Reach Matting Type
Stability Analysis Vegetation Characteristics
Permissible.
Calculated
Safety Factor
Remarks
Staple Pattern Phase Class Type Density Shear Stress
(psf) Shear Stress
(psf)
Straight S75 Unvegetated 1.55 1.30 1.13 STABLE
Staple D

3 Widthtto2 00 ft 3
Borth American Gre ECNIDS Versi n 4.2 COMPUTED BY: 'aime
PROJECT NAME: c eslei h-c annel' PROJECT h1O.: 05070
ROM ST TIOFJlREACH: TO STATIOI;I/REACHm,, „ DRAINAGE AREA:: U.26 DESIGN F E UEF CY:
HYDRAULIC RESUL I S
Discharge
cfs Peak Flovl
Period hrs Velocity (fps) Area (sq.ft) Hydraulic
Radius(ft) 1--formal
Depth ft
Y.5 2.0 1.72 0.87 0.22 0.30

LINER RESULTS
Not to Scale

Reach Matting Type
Stability Analysis Vegetation Characteristics
Permissible
Calculated
'
Safety Factor
Remarks
Staple Pattern Phase Class
I
I Type
Density
Shear Stress
(psf)
Shear Stress
(psf)
Straight S75 Unvegetated 1.55 0.56 2.76 STABLE
Staple D
3 Width t= 2 00 ft 3
Flo t American Gree - ECMDS Version 4.2 NMI, COFAPUTED BY. 'aime
P OJECT NA. E: c esle' h-chan el'
.
PROJECT NO.: 05-010
FROM STATIQN/REACH, TO STATION/REACH: DRAINAGE AREA: 1.18 DESIGN FREQUENCY:
HYDRAULIC RESULTS
Discharge
cfs Peak FlokI%I
Period (his) Velocity (fps) Area (sq.ft) Hydraulic
Radius(ft) I, ormal
Depth ft
6.6 2.0 5.26 126 0.28 0,39
P300 (n=0.
I
S = 0.0500
1 L Bottom J 1
3.0 Width = 2.00 It 3.0
LINER RESULTS
Not to Scale

Reach Matting Type
Stability Analysis Vegetation Characteristics
Permissible
Calurlated
Safety Factor
Remarks
Staple Pattern Phase
I I Class
Type
Derisity
Shear Stress
(psf)
Shear Stress
(psf)
Straight P300 Vegetation 2 D Infix 1 50-75% 7.00 1.23 5.69 STABLE
Staple E Soil Clay Loam 2.000 0.780 2.56 STABLE
I
Office Use Only: ?} ?j 01 ISSUED Form Version March 05
USACE Action ID No. DWQ No. O Le - D O (o O
--m.T_1 n--1:..-1-1-11 WNT/A It
(if any parthcuiar item is not appucaoie W LIUS Pl UJCUL, YlcaaQ ciu?l - nFF- ...,_., - -- .,
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: NW 14, GC3404
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
MAY 2 Z006
1. Owner/Applicant Information
Name: BILL WYNN - WYNN CONSTRUCTION nFNR - WATER QUALI.(Y ?r
Mailing Address: CROSSWIND PROPERTIES LLC WEYLWSMD sTQMYVA
1696 HAYES ROAD
CREEDMOOR NC 27522
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: HWYNNaa CS 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: SUMMIT CONSULTING ENGINEERS
Company Affiliation: ENGINEERING CONSULTANT HIRED BY OWNER
Mailing Address: 1000 CORPORATE DRIVE SUITE 101
HILLSBOROUGH NC 27278
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: manu castelgsummit-engineer corn
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: CHESLEIGH SUBDIVISION
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1824-00-12-1237
4. Location
County: GRANVILLE CO. Nearest Town: CREEDMOOR
Subdivision name (include phase/lot number): CHESLEIGH PHASE II
Directions to site (include road numbers/names, landmarks, etc.): EAST SIDE OF
LAWRENCE ROAD (NC SR 1710) APPROX 0.3 MILES SOUTH OF GRISSOM IN
GRANVILLE COUNTY (BRASSFIELD TOWNSHIP)
5. Site coordinates (For linear projects, such as a road or utility -line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36.0349 ON 78.3526 °W
6. Property size (acres): 164
7. Name of nearest receiving body of water: WEST PRONG
8. River Basin: NEUSE RIVER BASIN
(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/mgps/.)
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 PROPERTY CONSISTS OF WELL DRAINED
SOILS ON VACANT FARMLAND WITH VERY LITTLE VEGETATION AND A FEW
STEEP SLOPES. VICINTY IS MOSTLY WOODED AGRICULTURAL / RURAL AREA.
Page 6of12
10. Describe the overall project in detail, including the type of equipment to be used: THE
PROJECT CONSISTS OF ROADWAY CONSTRUCTION. DUMP TRUCKS
BULLDOZERS MOTORGRADERS COMPACTION ROLLERS BACKHOES AND OR
EXCAVATORS WILL BE USED ON THE PROJECT.
11. Explain the purpose of the proposed work: CREATE PRIVATE ROADWAY ACCESS TO
THE 102 LOTS TO BE CREATED IN PHASE II OF 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,
cert ifications 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. LETTER OF APPROVAL FROM NCDENR: EROSION & SEDIMENT
CONTROL PLAN IS ATTACHED NO DWQ PERMITS WERE REQUIRED IN PHASE I.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
SINGLE FAMILY HOMES TO BE BULIT IN THE FUTURE WITH POTENTIAL IMPACTS
TO STREAMS AND RIPARIAN BUFFERS. THESE WILL BE APPLIED FOR ON A CASE
BY CASE BASIS AND BY INDIVIDUAL BUILDERS / LOT OWNERS.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: TWO IMPACTS ARE INCLUDED
IN THE SITE PLAN FOR THE PROPOSED SITE. BOTH ARE TO INTERMITTENT
STREAMS. THERE ARE NO WETLAND IMPACTS ON SITE.
Page 7 of 12
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

NO IMPACT TO WETLANDS

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on

ma
Stream Name
Type of Impact
Perennial or
Intermittent. Average
Stream Width
Before Impact Impact
Length
(linear

feet) Area of
Impact

(acres)
1 NO NAME ROAD/CULVET/RAP INTERMITTENT 2' 148 0.007
2 NO NAME ROAD/CULVET/RAP INTERMITTENT 2' 148 0.007

Total Stream Impact (by length and acreage) 296 0.0136
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

NO IMPACT TO OPEN WATERS ON SITE

Total Open Water Impact (acres)
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.0136
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.0136
Total Stream Impact (linear feet): 296
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation NO PONDS PROPOSED
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.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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. IMPACTS WERE MINIMIZED BY
USING CUL-DE-SACS IN FRONT OF POTENTIAL STREAM CROSSINGS. ZONING ORDINANCE PLACED
SPECIFIC SITE RESTRICTION ON THE LAND, ALONG WITH TAR-PAMLICO RIVER BUFFERS.
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.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP 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
htlp:Hl12,o enr state.nc.us/ncwetlands/strmgide.latml.
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.
PERENNIAL STREAM IMPACT IS LESS THAN 150 lft WITH NO WETLAND
IMPACTS NO MITIGATION REQUIRED
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 httr)://h2o.enr.state.iic.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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify, )? 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.
I I * Impact Required
Zone , .... _ r -" Multiplier A444-+4, ,
1 11,909 3 (2 for Catawba) 0
2 06,120 1.5 0
Total 18,029 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. BUFFER IMPACTS PER TRIBUTARY
ARE LESS THAN 1/3' OF AN ACRE AND LESS THAN 150_LF ALONG THE
STREAM. NO MITIGATION REQUIRED.
Page 11 of 12
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. EXISTING IMPERVIOUS SURFACES: 51,000 SF.
PROPOSED IMPERVIOUS = 501,944 SF = 11.52 AC = 7.03 % OF TOTAL PROJECT AREA (227,944 SF
IN NEW ROADS 274,000 SF IN LOTS WITH AN ASSUMED 2,000 SF PER LOT FOR 137 LOTS). EROSION
CONTROL BMPs WILL BE USED FOR EROSION AND SEDIMENT CONTROL AND LEVEL SPREADERS
WILL BE USED TO MEET THE DIFFUSE FLOW REQUIREMENTS PER 15A NCAC 02B.0233
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.
INDIVIDUAL WELLS AND SEPTIC SYSTEMS WILL BE USED ON THIS SITE.
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
lit?2://li2o.enr.state.nc.us/n.cwetl.aii.ds. If no, please provide a short narrative description: THE
PROJECT IS A STAND ALONE SUBDIVISION WITH NO FUTURE PLANNED DEVELOPMENT.
POTENTIAL FOR IMPACT BY INDIVIDUAL BUILDERS / LOT OWNERS. PERMITS WILL BE APPLIED
FOR ON A CASE BY CASE BASIS.
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).

Applicant/Ag is Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after every
rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more frequently during the fall
season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times. Repair or
replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the level
spreader surface.
e. Repair eroded areas and replace/replant 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 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: o `? 4 M WYn
Title: n5?? ej,4
Address: I6Q?0 WGVe-S Cre n'noOr L a 5°Z°Z
Phone: IT/ cf- SoZ y 7
Signature:
Date:

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.
a Notary Public for the State of NORTH CAROLINA, County of
do hereby certify that ( z ?, n1. ins, b" V) personally
appeared before me this 1 ?\ day of ! ),CO b, and acknowledge the due
execution cfthe forgoing wet [wetland] detention basin maintenance requirements.
Witness my hand and official seal, ? ?Llz
SEAL
My commission expires ic^ ' ` o'

W A T ?ApG
r
> -i
o -?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Colleen K. Sullins, Deputy Director
Division of Water Quality
July 20, 2005
Mr. John R. Davis, Jr. LSS
Soil Horizons
P.O. Box 1063
Youngsville, NC 27596
NBRRO 05-187
County: Granville
BASIN:
Neuse X Tar-Pamlico
(15A NCAC 2B .0233) (15A NCAC 2B .0259)
Complaint NOV Buffer Determination X
Incident # App-11 Call
Project Name:
iawrence Road Site
Location/Directions: East side of Lawrence Road (NCSR 1710), approx. 0.3 miles south of Grissom in southeastern
Granville County.
Subiect Stream: UT to West Prone
Date of Determination: 7119/05
Feature Start Buffer End Buffer Stream Appeal Located Located on
GPS Points (if provided) Form Call on Soil USGS
Survey Too graphic
A Not Subject X
B Subject (Including X X
small lower pond; upper
and Not Subject
C Subject at Flag "Start X
C"
D Not Subject X
E Subject at Flag "Start X X
E"
F Not Subject X
G Not Subject X
H Subject (Not Contested) X X
r
Raleigh Regional Office 1628 Mail Service Center N7. b- M
Water Quality Section Raleigh, NC 27699-1628
phone [phone] _ Customer Service
facsimile [phone] 1-877-623-6748

7/20/2005
Page 2of2
This on determination shall expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. Ageegari?¢0a determination ina Crabtree 2321 e
Director shall be referred to the Director in writing clo Cyndf Karoly, DWQ Delegated Local
Blvd, Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or g Yom Authority that "exempts" a surface you waterfro the buffer rule may kforan receive this letter. Applicant are hereby nJotif led ha hhe 60-day sta utory
act within 60 days of the date that y and adjacent landowners) is appeal time does not start until the afthe applicant (including
conduct hdownstream is notify ation in order to be certain that thirdd o
this decision. DWQ recommends that pplian
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which con teams to Hearings Chapter 150B of the North Carolina This determination is final and binding unless you,ask for a hearing
Service Center, Raleigh, N.C.
within 60 days.
The (owner/,future owners) should notify the DivisuoQuality
regarding the subject property (slat
Federal Agencies} of this decision concerning any future correspondences sed activity. Any inquiries should be
above). This projectmay require a Section 4041401 Permit for the proposed
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
CC: File Copy
Central Files
DWQ 401/Wetlands Office
Barry Baker - Granville County
Raleigh Regional Office 1628 Mail Service Center phone [phone] Customer Service
NC 27699-1628 [phone] 1-877-623-6748
facsimile
Quality Section Raleigh,

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Page 1 of 1
0 0.3 0.6 0.9 1.2 1.5 km
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0 0.2 0.4 0.6 0.8 1 mi
Map center is UTM 17 718242E 3993663N (WGS84/NAD Grissom quadrangle ?? N=i- 972
Projection is UTM Zone 17 NAD83 Datum MAC 2 1. 427
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DWQ# ?4O(D 0c) (00
Plan Detail Incomplete
Date O (U Who Reviewed: C-L)Cu)
? Please provide a location map for the project.
Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all w tl d i pacts including fill slopes on the site plan.
Pleas a indicatk all iffe` r impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
Please provide cross section details showing the provisions for aquatic life passage.
Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
Please indicate the diffuse flow provision measures on the site plan. ,
? Please indicate whether or not the proposed impactse?s?.? already be niSconducted.
1'?G,tSs YL r -
t J n yl e iD
Avoidance and/or Minimization Not Provided
4v t-
? The labeled as on the plans does not"appear to be `ne-c'essary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as
. Please revise the plans to minimize the impacts.
can be moved or reconfigured to avoid the impacts to the
can be moved or reconfigured to minimize the impacts to the
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
? Please submit electronic CAD files showing via email to [e-mail] and CD.
Mitigati n
tv ? t
(F 5'trea"?5' a/t? i
?€seaipensale?y-- mitigatioMU e for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A CAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the U A would use to onze this project.
P) r tow dwU4"
44k ?_
UNITED STATES.POSTAL SERVICE Z K? 'First-Class °`
Postage &+96-9 `Pffid
nr! USP
• Sender: Please print your name; address, and ZIP+44n-t1his' v--?
NC DENR Division of Water Quality
401 Oversight/Express Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Complete items 1, 2, and 3. Also complete A.
Item 4 if Restricted Delivery is desired. X
Print your name and address on the reverse
so that we can return the card to you. B
Attach this card to the back of the mailpiece,
or on the front if space permits.
. Article Addressed to:
vlr. Bill Wynn Wynn Construction
-rosswind Properties LLC
1696 Hayes Road
Creednloor,NC 27522
DWQ# 06-0060-Granville
? Agent
C. Datq of Delivery
D. Is delivery address different from item 1? l_.I Yev
If YES, enter delivery address below: ? No
3. Service Type
ACertifled Mail ? Express Mail
? Registered XRetum Receipt for Merchandise
? Insured Mail ? C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
. Article Number 7005 1160 DODO 9954 8638
()tansfer from service
?Ri 1 Fahn yaw 9nnd rk,..,oMin RcT? rn RcroiM ?rvicr
VICINITY MAP
IMPACT #1 -ROAD (PHASE 2) m
SEE DETAIL \ ~ ` I N
\ ~ x W i ~~~u°m
~ ~ ~ \ ;.1 Q
0 `S ~ - A
FATHER LANE ~ \ O tY
i \ \ ti \ F
, ~a O ~ SITE
\ N~ c~,~ vv„ rr,y ~
_ Z W 0
Z - Q F- Z G, (4
\ \ °ti \ F, ~ o ,,.~K~,~,, 'v, CC
\ \ \ \ IMPACT #1 -ROAD q , ~ ~ W 2
PHASE 2 CON RELY CIRCLE ~ ~ ~ F~ ( ) O 50' TAR-PAMLICO UTTE ~0 ~ S SEE DETAIL ~ ~ ti~ ~ T,~ f`~~i 2p I- ~
\ STREAM BUFFER 2 Fq~ ~ I
EACH SIDE OF \ p CREEK ~ W ~ 2 a
_ ~ \ I l '
pNAS ~ E2 50' TAR-PAMLICO \ NOT TO SCALE ~p ~ ~ p'j N r O
\ RIPARIAN BUFFER P EACH SIDE OF STREAM ~ ~ o PIPE #3
Q yASF ~ o DAISY LANE ~ ~ ~ 86'L 30" RCP @ 4.65% n_ INV. IN = 434.00
INV. OUT = 430.00 W w op Zn~~=
~I \ ~s STA14+84.54 ~ wow°p~oZm :z7 aFz~W~wao
PHASE CLASS "1"RIP RAP APRON THE CONTRACTOR MUST LIMIT STREAM DISTURBANCE AND EMBED STREAM CULVERTS ACCORDING TO THESE PLANS. o w Z i o o W ~ > ~ Q 3 ~ z
e~G ~ F 6O~ PHASE 1 20'L x 8'W x 24" Th IF STREAMS ARE IMPACTED BEYOND WHAT IS SHOWN, THEN THE PROJECT MAY BE SUBJECT TO BIG MITIGATION FEES ° z ° ~ o w = z a ~ N ~ ~ a o LL~aizawwa FROM NCDWQ ANDIOR USACE. ~ w z o~ a a w w o a~
tiFT I o W aW ~IWmW p F~W ~ atta_a~3o0mz¢
0~~~ a v ~ \ \ THE CULVERT MUST BE EMBEDDED BELOW THE x ]z z o °z W ~ ° z ° = W W =
50' TAR-PAMLICO \ ~0 \ ~ STREAM CHANNEL, TO ALLOW AQUATIC LIFE PASSAGE. ~ ~ ~ z ~ = o ~ ~ = x m ~ LL \ ~F2 \ MIN. EMBEDDED DEPTHS ARE AS FOLLOWS } ~ ~ a z ~ 5 ~ W m LL J z z
STREAM BUFFER EACH SIDE OF
CREEK CULVERT DIAMETER: MINIMUM EMBEDDE p N m w m o a 3~ m a Zz w mo~F=m 2p \
A \ 18"OR LESS 0.3' ~ ~'z~z?zr>orcw \ \ 24" 0.4' t»wwr3mzoo
~ - \ \ 30" 0.5' \ \
V v 36" 0.6' ~ o ~ \ \ ~ 42" 0.T o N
v ~ONF \ v 48" 0.8' \ ~ \ ~
\ ~ 54" OR GREATER 1.0' ~ ~ \ \ ~Q
S COURT 2 ' IRl P E \ \ ~
~ \ \ U ~ Z ~ \ 20NF \ ~ ~ F ~ ~
SITE MAP 5' R ~ 2 \ \ ~ _
1 " = 400' \ \ \ ~ \ a
~ \ w a \ w \ \ \ z
t;~ I \ \ \ z \ \ w ~ }
~ \ U U m \ \ w w z w
\ \ ~a ~Y a
~ a3 am o~ ~
IMPACT #1 VIPACT #1
1"=40' _ 1 - 40
r~~,
TREE PROTECTION FENCE
(OUTSIDE OF CHANNEL)
TREE PROTECTION FENCE
(OUTSIDE OF CHANNEL)
RIPRAP APRON MUST CONFORM ~ i i ~ ~ ~ r`
TO EXISTING CHANNEL AT END L
OF APRON, SO THAT NO GRADING \ ~ ~ N
IS NEEDED BEYOND THE APRON. C M ~m ~
DO NOT EMBEDDED DEPTH C O W ~
DISTURB 50' TAR-PAMLICO ~ O
BEYOND \ RIPARIAN BUFFER ~ X M O tf) (Q
FENCE, DO NOT 2Oiy EACH SIDE OF STREAM RIPRAP APRON DISTURB F2 $ ~ ~ ltd LL ~
BEYOND FENCE. ?O ti° _ 0 • p~ U p ~rM ~
~ ~ ~F~ NOT TO SCALE, V ~N00 ~
SEE PLANS FOR ADDITIONAL INFORMATION. •f~ 00 LNM.C
~ \ ~b s, DUN m ~ ~ Z c''> ~
CULVERT LENGTH RIPRAP LENGTH ~ lO ~ \ ~F~ m ti
zo' \ 0 ~ ~ ~ q Q
TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH ~ \ ~ , \ ~ GF 0~0~ L ~
\ ~o SrR ~ tiF ~ Fq ~ 2 M D Uo~~?
o O W U O =
NCDW REQUIREMENTS: IMPACTS AT STREAM CROSSINGS ~ a Q ti ~ ~2~ 3
o , ~ PIPE #4 ~ 78'L 30" RCP @ 5.13%
INV. IN = 430.00
INV. OUT = 426.00 STA 23+05.24
CLASS "1"RIP RAP APRON
20'Lx8'Wx24"Th
i; .
Z
~ ~a b ,~o b _
U
P O U) z
} ~0 I-'
2~ - Z ~ 02 ~ ~
~ ~ 0
~ ~ ~ U oti Lu
J ~ J_
vJ ~ ~
`'o Z Q Q
~P ~ \ ~ ~ ~ 2
TABLE STREAMS AND WETLANDS IMPACTS v° ~ ~
~ ~o oa ~ - a U
REAM BUFFER ~ P . ST ~ oQ STREAM MEANDER DISTURBANCES: WETLANDS ~ 3 Q Wo ~ a
LENGTH: ZONE 1 ZONE 2 DISTURBANCES: CONSTRUCTION: Q IMPACT TYPE: J~o
INTERMITTENT STREAM 115 LF 5.835 SF 3,135 SF NIA ROADICULVERTIRIPRAP , 1 'n W z U W 3 vJ
2 INTERMITTENT STREAM 105 LF 5,056 SF 3,032 SF NIA ROADICULVERTIRIPRAP Z~ ~ ~ WW oQ
~ ~ ~ a W
NOTE: STREAMS AND WETLANDS PER SURVEY BY ACCULINE IMPACT # W2 ~ Q w ~ MPACT #2 o a ~ ~ ~
n_ i a J m H~
1"=40' 1 - 40
PROJECT N0.
n~_n~n
vv v r v
DRAWING NO.
13
l

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w
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35 ~ f ~ ~ ~ ~ ~ mO~=~daiz~wF
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y~ 34 \ \ \ 0 1~~ ~ PIPE #2 V ~ ~
. ~ ~ \ - ~ WATERSHED ~ ` ~ `
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PROJECT N0.
1
1 ~
~ 05_7
' ~ DRAWING N0.

IMPACT #1 -ROAD
(PHASE 2} SEE DETAIL VICINITY MAP }
\ ~ m
~ \ ~ N
~ \ z ~~~stom uJ .y Q
~ 1 Q
- ATHERLANE \ za 2 A t _
' ~ \ \ ti ~ ~ ~ ~ _
\
~ ~ ~ ~ ti~ x x SITE
W C19i'r~6 F~,y
\ \ o ' W \ \ z~ Z ~ , Z 0
\ \ Q tiF \ IMPACT#1-ROAD q0 ~ \ ~ 0 J~ Z , O p c'< ~
PHASE 2 ON E \ \ ~ U ~ } 0 Q' ~ Z oo a~.~mo:v y ,.;o W
SEE DETAIL UTTERFLY CIRCL \ \ o ~ W ? 50' TAR-PAMLICO ~ ~ \ ~ STREAM BUFFER ~ ON sT = ~ ~ w ~ ~F~ ~ \ ~ a _ ,G
~ F ~ ,p F- . ~ ~ EACH SIDE OF ~ Ey Q p Q o ~ h~.
~ o ~ ~ W CREEK ry ~ r a W ~ ''~a r a ~l ""n.
-r
pNAS \ E? ~ \ \
~ 50' TAR-PAMLICO \
P ~ HggF i RIPARIAN BUFFER ' ~k' PIPE #3 NOT TO SCALE CO In ~ M N ~ O
DAI EACH SIDE OF STREAM ~ ~ o ' SY LANE ~ o 66'L 30" RCP @ 4.65%
\ ~ ~I 11'~ INV. IN = 434.00 INV. OUT = 430.00 w
STA 14+84.54 o LL w °w = o ~
e~G PHASE w0¢ U zm CLASS' 1"RIP RAP APRON THE CONTRACTOR MUST LIMIT STREAM DISTURBANCE AND EMBED STREAM CULVERTS ACCORDING TO THESE PLANS, ~ w > v z v W o a w N
~e0 PHASE 1 20'L x 8'W x 24" Th IF STREAMS ARE IMPACTED BEYOND WHAT IS SHOWN. THEN THE PROJECT MAY BE SUBJECT TO BIG MITIGATION FEE ~°v z ° a ~ ~ a ~ o `-U`
~tiF T~ / o FROM NCDWO ANDlOR USACE. - S ~ a o° LL ~ a i z~ L° Q
fit, M 5D' TAR-PAMLICO ~ \ ©E^W w 3~~aW3~=~NW UOmz¢ ~ \ \ THE CULVERT MUST BE EMBEDDED BELOW THE F ~ J Q a W ~ a a z ° ° \ x~ ¢ ¢omO¢w
STREAM BUFFER \ \ ZONE \ STREAM CHANNEL, TO ALLOW AQUATIC LIFE PASSAGE. ~ ~z Z o z F ~ ° Z ° _ ~ ~ ~
EACH SIDE OF CREEK \ ? ~ MIN. EMBEDDED DEPTHS AREAS FOLLOWS x ~ a o z ~ ? o z ~ ~ ~ a o \ \ ~ ~ o aF~~W~Naazz
\ \ CULVERT DIAMETER: MINIMUM EMBEDDED DEPTH: 0 z < ° w ~ ~ w ° z N a
I ~ ZO \ \ \ \ U ~ Q~NZNaa3~W~ NFL \ \ 16"OR LESS 0.3 ~ mWW~Z~no?~=N
\ \ 24 0.4' t»w~=3mzoo \ \ 30 0.5'
- \ ~ 36" 0.6' w
RT ~ ~ ZO \ ~ ~ 42" 0.T ~ cw ~ \ NF ~ \ \ 48" 0.8' o ~
IRIS COU Z' ~ \ \ ~ ~ 54" OR GREATER 1.0' W }
P E \ ~ ~ \ ~Q
SITE MAP 5 , ~ \ \ ~ ~ ~ ~ ~ ZONE \ \ U cn Z
2 \ ~ w ~ Q \ ~ \ ~ = LL
1 " = 400' R \ ~ \ U
\ \ ~ \ Q
\ \ W ~ \ \ W ~
\ \ Z Q
\ \ \ Z Q W ~
\ \ \ \ H I- m \ \ W W Z W
\ \ o°~ oY a3 a
a ~ a m o-Ji N
IMPACT #1 ~T #1
1"=40' 40'
TREE PROTECTION FENCE
(OUTSIDE OF CHANNEL) r~~
TREE PROTECTION FENCE
(OUTSIDE OF CHANNEL)
RIPRAP APRON MUST CONFORM ~
TO EXISTING CHANNEL AT END
OF APRON, SO THAT NO GRADING IS NEEDED BEYOND THE APRON. L
DO NOT EMBEDDED DEPTH I ~ ~ N
DISTURB \ C M r
BEYOND 50' TAR-PAMLICO C O W r'
FENCE. DO NOT \ RIPARIAN BUFFER ~ O
DISTURB ZOti EACH SIDE OF STREAM I RIPRAP APRON F2 BEYOND X
FENCE ~ o ~ O ~ N ~ r 1011. ~ H 0
NOT TO SCALE: ~ OAF ~ SEE PLANS FOR ADDITIONAL INFORMATION. ~ ~ C ~ U 0 7 ~ i,,~ i
V N o~ N
CULVERT LENGTH RIPRAP LENGTH ~ ~ ~,o S L~~ C QNM.~
I I ~ ~ ~ ~Q 20' 1' ~ \ NFL NUM ~
TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH ~Zr N A L~~.*_'
o~,rn~ F a~~ ~
~ OtiF \ ~F z 0~~~
\ ~ NCDWQ REQUIREMENTS; IMPACTS AT STREAM CROSSINGS o o U~o~v,
~ ~ ~ ~ N.V i O 0
\ PIPE #4 r 3
78'L 30" RCP @ 5.13% INV. IN = 430.00
INV. OUT = 426.00
STA 23+05.24
CLASS "1"RIP RAP APRON 20'L x 8'W x 24" Th
\ .y
~
O U
V/ Z `'o ~ }
~ ~
p2 ~ - Z F Q ~
\ ~ 0
r~ \ Q i p~ m ~ w
i \ J ~ J
02 (n > a
Q' F ~ ~ STREAMS AND WETLANDS IMPACTS TABLE o ~a z Q Q
~0 ~i o ~ _ ~ ~
STREAM BUFFER / Q' yo ~ ~
STREAM MEANDER DISTURBANCES: WETLANDS Ali pQ IMPACT TYPE: LENGTH: ZONE 1 ZONE 2 DISTURBANCES: CONSTRUCTION: ~ _o~ ~ ~ a~
Q 1 INTERMITTENT STREAM 115 LF 5,835 SF 3,135 SF NlA ROADICULVERTIRIPRAP Wo Q a
2 INTERMITTENT STREAM 105 LF 5,056 SF 3,032 SF NlA ROADICULVERTIRIPRAP J o WJ Z~
U W 3
NOTE: STREAMS AND WETLANDS PER SURVEY BY ACCULINE Z ~ ~ ~ Ww oQ
IMPACT #2 ~ ~N W W .T #2 W = o
~Q W~ a~
1"=40' ~0 a ~ m ~ ~
PROJECT N0.
057
DRAWING NO.
13
l

LEGEND J }
IMPACT #2 z Gduom ~ m !iJ
(PHASE 2) SEE DETAIL c1 ^ ~:r .z W
t Y A H'
p
VICINITY MAP ~ r z v
SF SILT FENCE RIPRAP DISSIPATOR APRON NOT TO SCALE SITE
\ IMPACT TO BUFFERZONE 1 BASIN SEDIMENT TRAP r_~ """'"``t'~
DIVERSION DITCH BASIN f a~ 1 ~`r`r~ r -
CHECK DAM ~s ~ / ~ I ~ ~ ~ N ~ sF sF SILT FENCE ROCK OUTLET N~.,, ~ z
R gf
CONSTRUCTION LIMITS k f ~~-a ° ~ ~ LEVEL SPREADER ~ ~'a _ ~ j
IMPACT # 1 IMPACT TO BUFFER ZONE 2 r ~ w
(PHASE 2) L~S~i~ j~k~11/ ~ 3 ~°`*r ~
SEE DETAIL 50' TAR-PAMLICO
STREAM BUFFER EACH SIDE OF v
CREEK ~ ~ y
~1
pHAS F2 O ~ ~ c'7 N O
pH \ \ ASE \
1 ~ \ ~ !
\ L ~ \ EVEL SP~ADER #3 Q N ~ m T Zw WWwN ~ ~O IZZI~I ~ w0~o0w~Zm
y~ < U O O W Z >~O~~~tt~~~i
RASE \ 448 o z o ~~N~ZaF~o~o owI
~o ~ W ti Z PHASE1 F ©E"z C iiio~~[ttaww0a~
\ \ ~ o Q~ \ o 0 , ~w ~ 3~aW~j~~~o~ ~~J a goFQaa~ooQ~
ti ~ ~ 446 COOT i ozw~~z°zww~ N N I ~~a 3 o~~ioz~LLWQo
50' TAR•PAMLICO \ \ F~ W Z \ = O LL STREAM BUFFER F- # O ~ r?a~~wNw¢¢z2
EACH SIDE OF ~ \ oo ~ ~ a ~O Q 0 Z aNi a ~ 0 z x oao~~~woiN~ 444 ~ M n U 0 av,ZZNa<3FWrc
CREEK \ \ \ ti \ W ~ F~ =a; ~ u,og I ~ LLJ tr N2UZQZQIIYOIW
\ \ \ Q C) ~ Q H].1W JF~3°720~
~ \ \ o F \ m ~ w ~ c; W 442 w ? ~ ~ w
2 'P~ ~ 5 56.89 m ~ Q CO F56.89 ' p o
~ o ~ ~ 5 - ~ ~ m W N 440 N
N ~ ~ o
\ I' U ~ ~
SITE MAP \ \ LEVELSPR _ ~ LEVEL SPREADER #4 438 ? 07~ ~ LL O
1 - 400 50' TAR•PAMLICO ~ I ~ fINISHE G~i~ _ PROPOSED ~ ~
\ ~ ~ \ PIPE #3 RIPARIAN BUFFER EACH SIDE OF STREAM ~ + i t04 LF OF 48" CI -PIPE #3 ¢ 104 LF OF 48"CMP @ 2.06% 436 w ~
<t' \ M r I 1 ~ ~ INV. IN = 427.83 INV. IN = 427.83 ~ Z ~
S ) ~ INV. OUT = 425.E AR jA' ~ ( i cv CLASS B RIP RF INV. OUT = 425.69 LA B RIP RAP: 24' x 12' x 18" Z ¢ C SS ~ w ~ }
F~ \ f ~ FILL SLOPE: 2:1 FILL SLOPE: 2:1 434 , U U m
- - ~ I' ~ ~ STABILIZATION: TREE PROTECTION FENCE TREE PROTECTION FENCE ~ ~ STA: 14+84.54 STABILIZATION: GRASS ~ ~ w w >Z w ? J
(OUTSIDE OF CHANNEL) (OUTSIDE OF CHANNEL \ - I + ' ~ TA: 14+84.54 ~ 0 d 0 U ~ ¢ ~ \/s ~ ~ ~ Q ~J U
) I \ ~ ~ ; ~ ~ ~ 432 Tj~ ~ a ~ a W p ~ ~
~ RIPRAP APRON MU T NFORM ~ ~ ~ 20 S CO i ~ NF? \ ZONF \ "~0 BOTTOM
TO EXISTING CHANNEL AT END \ ~ ~ i ~ ? \ F OF ~ EXISTING STREAM ~ \ 430 111111 I I I I111J
OF APRON, SO THAT NO GRADING y~ \ ( ~ ~ IS NEEDED BEYOND THE APRON, ; ' I \
NF \ \ '~,~y~,, ,
DO NOT EMBEDDED DEPTH ~ UJ - DISTURB ~ \ \ PROPOSED F1PE #3 ~p! ~ ~ 428 ' , 48"CMP ' 9
~ ~ BEYOND N ~ ` sTA:14+ ~ = SEAL = \ ~ ~
FENCE. RIPRAP APRON DO NOT ~ v ~ ~ 20 ~ ~ INV IN: 427.a3 , ~ ~ 154 6 ENE ~ 426 . ~ - INV OUT. 425.69 r
DISTURB Z ; ' ~ ~ NE ~ BEYOND N # ; ' ~ ~ „ ~ ~ ~ 0.8' • EMBED ED DEPTH: MENDATO Y . IN~~ ~
FENCE. ~ ~ \ AQUATIC LIF PASSAGE PROVISIO
NOT TO SCALE P E ~ ~ ~ ~ ~ ~ P ~ 424 1111
SEE PLANS FOR ADDITIONAL INFORMATION. 5 ~ ~ ~ ZONF ~ 2 R ~FV \ ~ ~ \ M~ NM N 0j M~ M r
CULVERT LENGTH RIPRAP LENGTH \ F< Sp ~ ~ I I - I T ROE ~ ~ \ ~a a~a '~a as as
20' 1 N R#? ~ ~ \ ~ \ 14+00 15+00 16+00 ~p
TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH N ~ ~ Z ~ ~ \ ~
u ~ ~ ~ \ \ N (0 \ ~ LA~ \ \ W
AT TREAM CROSSINGS ~ Q NCDWQ REQUIREMENTS, IMPACTS S m \ ~
PIPE EMBEDDED 1.0' TO ALLOW PASSAGE FOR AQUATIC LIFE \ \ r \ \ ^
• ~ \ W ~
Sedimer>t Basin # 1 2 3 4 5 ~ 7 8 ~ ( / IMPACT #1 PLAN 1 PLAN VIEW IMPACT #1 -PROFILE m c X
Drama a Area= 0.61 0.28 0.71 0.3fi o.22 0.19 D.20 0.18
Tc min = 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5,0o SCALE: 1" = 40' 110 (inlhr}= 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 ~ = 4~~ HORIZONTAL SCALE: 1" = 4' ~ ° t° ~ E _ ~ o
C = 0.75 0.65 0.65 0.65 0.65 0.65 0.65 0.65 ~ U 0 7~M
Q10 (cfs} = 3.43 1.37 3.46 1,76 1.07 0,95 0.98 0.89 ~ / , V N 00 N `~O ~
• Min Re Surface Area SF = 1494,65 594.59 1507.72 764.48 467.18 411.97 424.11 386.49 q ( ) , QNM O
, ~ \ o Basin Dimensions = 50k30k3 30k20k3 40k38k3' 35k22k3' 25k19k3 25k17k3 25k17k3 20k20k3 \ y%° %~0 SUM ~
Surface Area Provided SF = 1 500.00 600.E 1520,E 770.00 475.00 425.00 425.00 400.00 ~ ~ ( , by tip Z ~ ~ ~L^=
Min Re Sediment Stora Volume CF = 1,098.00 504.00 1,278.00 648.00 396.00 349.20 3~,~ 327.60 ~ q ~ ( } ~ 50' TAR•PAMLICO 4 oooE n.~~ E
(1800 cilac) x (Drama a Area) ~ ~ RIPARIAN BUFFER y oo°'~ ;.SF s~ Uo••rn
Sediment Story a Volume Provided CF = 4500.00 1800.00 4 560,00 2,310.00 1,425.00 1,275.00 1,275.00 1,200.00 \ ~ SON EACH SIDE OF STREAM ( } , F o ~ ' ~ N U
~ ~ ~ LEVEL SPREADER #7 ~ ~ ~ !i O.O
Level S reader # 1 2 3 4 5 fi 7 8 ~ ~ 0 5~ ~o ~ N .-2J A .q ~ I
Drainage Area= 3.89 0.28 0.90 1.09 0.63 0.30 0.30 0.20 ~ F~ ~ ~ F Co 44 - 5~ 2~x
Tc min = 5.00 5.00 5,00 5.00 5.00 5.00 5.00 5.00 \ ~ ~ 5 ( ~ p ~ Q' 1 .x `~3 ,
110 inltlr= 7.50 7.50 1.50 7.50 7.50 7.50 7.50 7,50 ~ ~ o ~ ( ) ~ ~ ~ o ~ C = 0.42 0.65 0.56 0.52 0.43 0.62 0.54 0.62 ~ \ NFL ~ o0 440 ' P -
Q10 (cis) = 12.25 1.37 3.78 4.25 2.03 1.40 1.22 0.91 \ ~ \ ~ N ~ N ROpOSE
- 26.41 18.14 15.80 11.87 ~ ~ F ~ Mln Req Length (LF} - 159.30 17.75 49.14 55.26 ~ ~o ks ~ ~ ~ ~ FINISH
13' x Q10 ~ z0 TR ~ E~ GRAO 438 F
~ ~ ~ \ P ~ ~ ~ ~r` ~ ~ b \
~ ~ f ~ w ~ Z
PROPOSED PIPE DATA TABLE ~ \ W 436 ~ / i
DIAM. & EX. TOPO @ EX. TOPO @ PROP, INV. PROP. INV. ~ ~ f;` ~ LEVEL SPREA[ DRAINAGE ~ ~ U -LEVEL SPREADER #8 434 ~ Z
PIP AEA Tc 125 25 MATERIAL LENGTH SLOPE V10 RIPRAP -CLASS INV. IN INV. OUT IN ~ ~ E # R Cc 0 ELEV. OUT ELEV. ~ ~ ~ti ~ ~ ~ a ~ PIPE #4 - PIPE #4 + ~
3 11.87 Ac 0,41 5 min 8.5"Ihr 41,13 cfs 48"CMP 104 LF 2.06 % 7.95 fps 24'x12'x18" B 428.63 426.45 427,83 425,69 \ 4 13.18 Ac 0,40 5 min 8.5"!hr 44.57 cfs 48"CMP 96 LF 2.30 % 8,46 fps 32'x12'x24" I 423.74 421,53 422.94 420.73 ~ 96 LF OF 96 LF OF 48"CMP @ 2.30% /~i ~ Z
(EVEL SPREADER #5 t ,5 INV. IN - ti INV. OU' INV. IN - 422.94 432 ~C ~ INV. OUT - 420.73 C Q
~ ~ ~ CLASSI CLASS I RIP RAP 32' x 12' x 24" ~ ~
~ FILL SL( 't • \ STREAMS WETLANDS AND BUFFER IMPACTS TABLE \ STABILI; FILL SLOPES: 2;1 ~ ~ ~ U STABILIZATION: GRASS 430 ~ W
s~°~ p~ STA 23+~ STA 23+05.24 ~ I J
STREAM BUFFER (n > a.
NCES: ~ ~ ~ STREAM MEANDER DISTURBA WETLANDS ` Z Q 428 i B TTOM OF Q
IMPACT TYPE: LENGTH: ZONE 1 ZONE 2 DISTURBANCES. CONSTRUCTION. ~j ~ a Q' h ~ . r \ 1 INTERMITTENT STREAM 148 LF 6,494.21 SF 3,135 SF NIA RDADICULVERTlRIPRAP ~ ~ ~ 0 ~ _ ~ ~ STING STREAM Ur
2 INTERMITTENT STREAM 148 LF 5 415 SF 2,985 SF NIA ROADICULVERTlRIPRAP ~ 426 ~ ~ Q a ~
' ~ ~ ~0 O,L Q V
~ 2~ ~ o ~ ~ ~ - ~ Q WO ! ~ ~ 4.
x°o * ~ \ 2~ THE CONTRACTOR MUST LIMIT STREAM DISTURBANCE IMPERVIOUS DATA: titi ~ ~ J ~ ~ 424 ~ W J z
\ c` T AM LVERT A C RDING TO THESE AND EMBEDS RE CU S C 0 ~ \ OZ PRO OSED PIPE #4 ~ V W 3 96 L Of 40" CMF @ 2.90",~0 ' ' I Z ~
PLANS. IF STREAMS ARE IMPACTED BEYOND WHAT IS TOTAL TRACT AREA: 171.1 AC ~ ~P ~ PROPOSED SINGLE-FAMILY RESIDENTIAL LOTS: 120 0 G~ ~ ~ SHOWN, THEN THE PROJECT MAY BE SUBJECT TO BIG N 5 AC +l- ~ 0 0.8'-EMBEDDED DEPTH: MENDATORY STA: 23+O.30 W W p Q
PROPOSED IMPERVIOUS AREA I ROADS: G ~P Cp ~ MITIGATION FEES FROM NCDWQ AND(OR USACE. ANTICIPATED IMPERVIOUS AREA IN LOTS, 5.55 AC `Z' ~ 0 422 RCIUATlC LIFE PASSAGE PROVISIONS ~ ~ ~ u. iiJ'V I ~ 422.94 U (Q O LLI • c, < w i INV UT. 20.7J ' ~ Q w
~a ti (ASSUMES 2,000 S.F. IMPERVIOUS COVERAGE PER LOT.) Q' h ~ \ THE CULVERT MUST BE EMBEDDED BELOW THE STREAM v 10 54 A !G Q ~ ~ 0 Q ~ ~
TOTAL ANTICIPATED IMPERVIOUS CO ERAGE: C 0 CHANNEL, TO ALLOW AQUATIC LIFE PASSAGE. MIN. EXCLUDES AREAS DESIGNATED "FUTURE DEVELOPMENT" ~ ~ ~ ( ) Q ~ J m ~ a ~ (A 420 -
a 5~ ~ \ \ EMBEDDED DEPTHS ARE AS FOLLOWS: PERCENTAGE TOTAL IMPERVIOUS COVERAGE: 6.2 9 \ O~ ~N pt~0 p'.~ ~N
LEVEL SPREADER #6 a d a N M Ni,~ M M PROJECT N0. av as av ae av
CULVERT DIAMETER: MINIMUM EMBEDDED DEPTH: ~ i .,3; \
16" OR LESS 03 OWNER/DEVELOPER 22+00 23+00 05-070
24 0.4' BILL WYNN Xo° ss 5
30° 0.6' CROSSWIND LLC 36" 0.6' y DRAWING NO.
42" 0.7' 1696 HAYEs ROAD IMPACT #2 PLAN VIEW
46" 0.6' REEDMO NC 27522 IMPACT #2 -PROFILE 13
54" OR GREATER 1.0' C OR n _ SCALE: 1 - 40i HORIZONTAL SCALE: 1" = 4'

VICINITY MAP
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COVER SHEET 1 r t~ m F I
PRELIMINARY PLAT 2 5 a` ` ~ W
ROADWAY PLANIPROFILES 3.6 Q J Y SITE Q
EROSION CONTROL PLAN 7 ; m G1emWORd; } US
~S Z - ~ 0 f,' . - Q
ROADWAY DETAILS 8 ~ :-c, ' m ~ ~ ~ i . Se¢
EROSION CONTROL DETAILS 9 Buckpoinln ben~~ ~ ~ W
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GENERAL NOTES:
r`
1. CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH GRANVILLE COUNTY L
AND NORTH CAROLINA STANDARDS. ~ N
2. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED FINISHED PAVEMENT. ~ M C r
C O W r
GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING, AND AT STRUCTURES AS ~ ~
DIRECTED BY THE ENGINEER IN ORDER TO PROVIDE A PROPER TIE-IN. ;C ~ r' X O~ N
3. UNDERGROUND UTILITIES MAY EXIST ON, ALONG OR WITHIN CONFLICT OF THIS PROJECT. THE y E
CONTRACTOR IS RESPONSIBLE FOR CONTACTING NC-ONE-CALL OR THE APPROPRIATE UTILITY c ~ OWNER o ~ ~ M L
COMPANIES PRIOR TO ANY EXCAVATION. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING CAROLYN DILLARD POOLE U ~ N ~
UTILITIES PRIOR TO CONSTRUCTION. IN CASE OF CONFLICT, NOTIFY ENGINEER AND DO NOT ' i ET AL ; ~ ~ a~ 8928 MANGUM DAIRY ROAD L N M ~
CONSTRUCT. ~ I ~ ~ ~ ' e~ SUN ~ WAKE FOREST, NC z ~ a~
._r1..~ 4. THE T W R ?t _ _ _ EAR H 0 K ON THIS PLAN DOES NOT NECESSARILY BALANCE, OFFSITE BORROW
\ OR WASTE MAY BE REQUIRED. , = ~ ~ i a~~
l ~ ~`,1f ~ 5. ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD AND ADJUSTED BY THE ENGINEER IF NECESSARY. oa~'E
,..~i s 0 ~ ~ ~ ~ 6. ALL CONCRETE PIPES SHALL BE REINFORCED CLASS III. Q - DEVELOPER U `o ~ ~ ~ O ~ ~ .
1 ~ ~ . 1 - o ~ i ~ I 7. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH LOCAL CITY ~ ~ ; ~ BILL WYNN o N._ CR o=o
4 r~~~ ~ 1 1 w ~ COUNTY AND STATE BUILDING CODES. ~ ~ ' ~ ~ 1 ~ OSSWIND, LLC ~ ~z>
~ ' 1696 HAYES ROAD
8. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ALL EXISTING w ~ CREEDMOOR NC 27 2 52 I
ON SITE FACILITIES ABOVE AND BELOW GROUND. THE CONTRACTOR IS ALSO RESPONSIBLE 3 ti, ' I 1 r i ~ i
FOR REMOVAL OF ALL WASTE RESULTING FROM DEMOLITION, AS WELL AS GRADING AND ' - ~ I ._a_.__J - _
FILLING OF ALL DEPRESSIONS TO INSURE THAT THE SITE REMAINS AESTHETICALLY ACCEPTABLE. ~ ~ i
9. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE ~~>'`~..f i I i
PERFORMANCE OF ALL WORK IN ACCORDANCE WITH OSHA. 0 , . r .
10. THE CONTRACTOR SHALL GRADE, SEED AND SOD OR OTHERWISE PROVIDE TEMPORARY ~
~ AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS ESPECIALLY SLOPES. SEE ~ `ti _ ' i
~ PHASE TWO _.-3 t EROSION CONTROL INSTRUCTIONS, IF APPLICABLE. i Q z -
Q ~ PAS 0 E - 11. ALL PROPOSED UTILITIES TO BE UNDERGROUND THROUGHOUT THE SITE IF ALLOWED BY i , a i 1
LOCAL CODES. BLUEg ; ONNET pR _ -
12. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND , U
L AL RE I A D I ~ OC QU REMENTS, NOTIFICATIONS, STANDARDS N POLIC ES. ' Z 1 ~
13. ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT 0
U W
ENGINEER, PLANNING DEPARTMENT STAFF, AND DEVELOPER. , J J
14. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR V, ~
ACQUIRING ALL PERMITS NECESSARY TO CONSTRUCTION. THE CONTRACTOR SHALL READ cT 1R~S Z Q
ALL PERMITS AND ENSURE THAT CONSTRUCTION COMPLIES WITH THE PERMITS. REQUIRED
PERMITS MAY INCLUDE, BUT ARE NOT LIMITED T0. CITYICOUNTY APPROVALSIPERMITS, NCDOT SITE MAP
PERMITS, DRIVEWAY PERMITS, RIGHT OF WAY ENCROACHMENT AGREEMENTS, EROSION CONTROL „ _ , eon.
1 - 500 PERMITS, NCDENR PERMITS, WATER PERMITS, SEWER PERMITS, ENVIRONMENTAL PERMITS, Q LU o
WETLAND DISTURBANCE PERMITS, STREAM CROSS?NG PERMITS, POWER EASEMENT ~ ~ ~
ENCROACHMENT AGREEMENTS, USACEIDWQ PERMITS, AND STORMWATER PERMITS. IF rr~~ W ? w v, U W ~
THE CONTRACTOR HAS QUESTIONS ABOUT PERMIT LANGUAGE, OR THE NEED FOR A PERMIT, HE z~ ~i W o
MUST CONTACT THE DEVELOPER AND THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. ~ wN
15. THE GRADING CONTRACTOR MUST MAINTAIN COPIES OF THE EROSION CONTROL PERMIT AND THE w ~ ~ 0 ~ ~ Q w W
NPDES PERMIT ONSITE. HE MUST READ AND FOLLOW THE CONDITIONS OF THOSE PERMITS. ~ ~ ~ ~0 ~m r~ a ~ U
16. THE CONTRA T
C OR MUST VERIFY ALL FIELD ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY PROJECT N0.
ENGINEER OF ANY VARIATION OF FIELDS ELEVATIONS.
05-070
DRAWING NO.

SITE DATA: 3 }
~ m
PIN: 1824-00-12-1237
TOTAL AREA: 164"00 ACRES ~ W o ~
M 0
AREA IN NEW RIW:12e83 ACRES
AREA IN LOTS: 151.17 ACRES
MAXIMUM LOTS ALLOWED BY ZONING:149 W
Y
PROPOSED LOTS: 137 m N
AVERAGE LOT SIZE:1.10ACRES ~ Z ~ 0
Q N m
~ ~
SUBDIVISION DATA:
ZONING: AR-40 tl 7 ~
PIN 1824.00.14.1282 I z
RRE T U :VACANT RECN N0.3166 I HATCH LEGEND W I ~
PROPOSED USE: RESIDENTIAL USE SONYAGARNERWILSON DB 2000!165 I ~
MAXIMUM DENSITY ALLOWED PER ZONING:0.91 UNITSIACRE . r 366°15'DD"E 0 I UNSUITABLE SOILS
I ~\_._____-453_30' 586°15'00"E S86°15'00`E N89°40'48"E N89°40'48"E N89`40'48'E
PROPOSED DENSITY. 0.84 UNITS/ACRE t"~ -'-'1 240??' N89°40'48"E N89°40'48"E N89°40'48"E N69°40'48"E N69°40'48"E N89°40'48"E ~ ~'Sj, , , - 162.05' .-198.31'^-- _^-202.15__-, _--198_54'_ m 199.71' 210.99^--- 216,33-_-• I ~ l 1$~'~b 1 7 i i ~a P 'i cZ~ i f i ~rA ~ ~ r 464.42' ~ ~ ~ M N r' O 216,35' 215.70' ` p , r----------- I I 1. ~I,. IN
1~ 7e f 4~ 4~tORSF / / 1 1 I "d 11 I I MINIMUM LOT AREA: 40,000 SF (0.92 AC.) r o a ! 126 ~ - . ~ / 12s ~ \ \ 1 , ~ I 12o I 119 ~ I PIN 1814 00 94.2175 ! 1o- r ~ i i~ v t 1 $ T+ 121 ~ I ~ ~ 1, ~ 118 ~ 117 I f I I .`1\ Im'a 117 ~ 116 `I , 115 i ~ ~ z p w
rv ! / 52,391 SF / , 0 d 40,018 SF I 40,171 SF ~ ~ 40,048 SF 1 RECN N0.20749 ' ~ 40,7655E ~ G90 \ ~ 122 ~ b MINIMUM LOT WIDTH:100 r > 9 ( \ ~ 4D,836SF ce I ~ ~ ,1 LL W N 4Q048 SF ~ M \ 94,757 SF I m CURVE TABLE y 0 a z Z~~ 2 40.644 SF K ,J rcz OOwSp}
MARY N. ~ ~ r r ~ , ~ , v 12 1 + ~ I > " ~ 40,539 SF , WHEELOUS ET AL ~ f , _,_1 ~ , ; \ ~ 3 ao,273 sF HEATHER LANE I I ~ ~ 3 70 CURVE LENGTH RADIUS CHORD CH. DIRECTION TANGENT DELTA LINE TABLE ~ w~¢ U0 m t 1DQ ' ; ~ C1 21.03 25.00 20.41 NBO°24'79"W 1 L18 4B°11'23' W a ~ z ~ ~ ~ w ~ p y 168..60 , ~ 1 ~ I LINE LENGTH BEARING ~ W } O 0 U ~ } ~ U z
y'+~ ~ C92 , / \ s ti ~ < 217.80----3 MINIMUM SETBACKS. 50 STREET DB6331680 •sss°25 k ~ ~y40,530SF 1 PROPOSED 50 NCDOTRNJ -'°--3 ~ {p047t _18860, ~ \ `P 4 \ \ 1 121.63 192.43' N87°51'11"E N87°51'11"E .i.C f ; 1 r,__~_30i, 'l) ~ a~ Qq3 ~ 12 ~ \ 5 1.- 95 N87°51'11"E N87°51'11"E N87°51'11"E N87,°51'11 E .Ci 04 Ci 1~`~-~ . ~ ~ , . ~,3p~y2°6 l I C2 76.41 50.00 69.19 N79°54'39'E 47.91 87°33'28" L1 81.25 N88°13'52"E ~ ~ O zd z ~ } z rn ~ ~'u_ 0 V JpD6 7yAa" I C3 37.19 50.00 36.34 N14°49'25'E 19.50 42°3701" N t7 ~ ~ o ~ = zd } 2 z ~ w F
15 SIDE ' t ~7 Vp 40274 SF\, ,'-s G96 C x, NV°5~1a.~- w~. "mil w _y, „F ~ Ci14 ~rT ~ I l2 90,72 558°00'52"E E+ ~ LL w ~ 0 ~ Q w w O a „S.''` I C4 85.53 50.00 75.48 N55°29'33'W 57,53 98°00'55" ©~+zz x ~ x LL rn
1 r1 ;~u 1129 „ Cg 5 ; 1~ ~ 9a _ N87°51'11"E N87°51'11"E C! 6~`-~v d ' ~ I L3 63.42 558°00'52"E W ~ g ~ ~ xd ~ 3 p x p N87°51'11"E C1 p5 r~,.- 114 I N C5 42.05 50.00 40.82 S51°24'19"W 22,36 48°11'23" L4 126.00 539°5B'32"E p. ~ S w a w a } 0 m ¢ 131,96' A I w °o C6 21.03 25.00 20.41 N51'24'19"E 11.18 48°11'23" "~i (9 LL o U ~ ~ ~ ~ p ~ W
25 REAR `l`~v i' 3 `40307 SF \ \ G L62 N67°51'11"E Cit6 C115 N87°5T11'E 131,96 n n r 0 / V ? ` ` 094 17224' 203.09' - ' b k4623SF; y ,.p ~ G S 9 9g X16 187.93' ~ .1 r-____ , b o ~ °'l. v' A w s6pJ3' SEE \ ~ ~ ~ f b ~ 5 i 0 ~ S S. S, > G u --"-----1 f- 1, I I I I C 87,828 SF w I LS 62,32 N77°OB'3TE ~z z O z U 0 p- w ".1 ~ ~ \ 0 ' 1, t I A C7 34.53 375.00 34.52 N73°52'25"W 17.28 5°16'33' L6 77.69 S78°36'36'E ~~•f r~F" z p t o rc Z N X ~ ~
FIRM MAP N0.: 37077C02000 ; z ' ~ Aos ~ ; s, A e~, aa,E`o", G. Gg1 ~ I , ~ F F s ~ ( I f! 0 os~. \ -Zr F ~ ~ i I ~ 91 I 1 108 to 109 I j I I Gy \ y ° s6e°Ey, ~ ~ CB 111.55 375.00 111.14 N62°42'49"W 5619 17°02'39" L7 ..1 ~ O Z ~ z O z ~ u. ~I Q 0 I 2,, pg Sq 30.08 S78°36'36'E ~ ~ F } w w w
~ s`~, \ s o ~ , I ~ u 30 S , n° ^ 0 INSIDE TAR-PAMLICO RIVER BASIN ; , , ~ ( sa. C,02 , , o~ ~ 43,375 SF 1 n 1140,271 SF I 46563 SF b ~ N I ~ mow. 50' TAR•PAMLIC m C9 137,09 425.00 136.50 N67°16'14"W 69.15 18°28'56" LB 73.98 ST8°36'36'E Q" rn p g ~ ~ g > ~ ~ ¢ a ~ O ? ? ~ Jr RIPARIAN BUFF R C10 28.47 425.00 28.46 N56°06'38"W 14.24 3°50'16" Q z p ¢ p ~ ~ 0 w 0 z - ~ b ~ 1 L9 52.16 565°23'15'E U O ~ u7 N W N ~ ~ F 0~ a
!89 43,71,. F , / .~C',, 00 "7 S, ,r° G~ ~ 4 7 1 0 ' y, 0 6 6 ~ ~ ,F 0,0 0 SF I SEE I I L W ~ 110 . - j' ~ , 60 T (C•\9y 3S. ~ , ~ 8 I I NOTE'0" I ~ t ~ I 111 / t E NOTE "N" I, Cti 51.61 30.00 45.61 N76°20',3'E 35.09 98°56'35' y p ¢ 3 F ~ 110 17 I L10 36.96 565°23'15"E U ¢ z 3 p y 0 g¢= U I rA 113 C12 45.66 30.00 41.38 S14 50'25"E 28.57 87°12'03" N ~ w (D z - x ~
PROPERTY LOCATED IN WS IV GW WATERSHE , , ,3, ~ . ~ ~ ~ 0 ~ I , g~ 6,° , 40,235E , f ~ , , ~ / 7, / C59 ? C103 < \ \ , ~1 ~ 13'45 ~Y6°~ ?>3 ! I ( w t (ji / 4.688Sf! ` 'h ~ ~ a~ ! \ \40,398 SF t t E L'~~ Qa-~ 5.420`'"'' `.tqg 3F . I I I 1 11 I I 112 i I Lt 1 52.32 S50°4T,4'E z U z g~ 3 m 0 a w i 140,123 SF I 111 I t 48,061 SF ` ,,~.I' ' C13 107.04 775.00 106.95 SSB°08'54"E 53.61 7°54'48' E p ~ w z 0 p L12 63.89 S77'S3'43'E I I I I ~ 40,171 SF 1 t _ ' C14 274.84 725.00 273.20 S69°18'03"E 139.09 21'43'13"
~a I / ( / \ / ~ l p°13'49" _„_241, 1 r ~ 3p. ` ~ I I I ' ~Q a I / A o" 133 v ss ~ . \ + v N3 I Aso l I 1 STREET CONSTRUCTION DATA: r .a ~ , 13s ~ , 13 ~,,y~' %C6~ o°`r,~s~, , ~ ~ 65 ,tea-- II , I, 107 I I J I I 140,0315Fq" 1 N,_____-- "-°19'21' - L13 70.35 S7T40'S5'E Sp ~ _ __a N84 C15 106.05 775.00 10597 S66°01'31"E 53,11 7°50'26' I I 1: L14 39.77 N67°36'38"E W
n n i - r ,p ~ 1 ~ ~ \ / 16 4 F ::iA' 52,418y~K \ S9- \ 88 \y ~s. ~ ^ , \ t ACS' I L ROAD IRIS COURT : LOCAL RESIDENTIAL ROAD' 1 PAVE' LENGTH - 441 LF i - ry r 4o,D17sF N . s s , . ; s ~s~ 4 ~ , \ s° \ Q aoslosF ~ ~ Liz I N8q°23'41"E 38B,3P C16 103.95 75.00 103.87 573°4T1T'E 52.05 7°41'06" I- `EST 53 ,i ~'1 o L15 84.98 S75'S5'03'E Q 7,~` L512 L 233.03' __„r r- ~ o C17 106,28 775.00 10620 581°33'34"E 53.23 7°51'27 L16 46.63 588°05'13"E O
, ~ , r ;2 ~ % / .SEE , s 1,930 SF ~y, oa , o> ~ ! \ , . 1 : p'L, 0. ~ / ` ! d\ 40,871 SF a O , ! r ~ /NOTE" N 0 / , a o ~ ~ /e ss, ~ S`5E \ ~ \ y , ~1/ • r r / / ~ ~ ! I \ N C18 87.41 ? 725.00 87.38 582°49'29"E 33.73 5°19'38" 1 7 r__ I I , I A LtT 59.77 575°08'24"E W
ROAD "BLUEBONNET DRIVE": LOCAL RESIDENTIAL ROAD' 18' PAVE; LENGTH =1561 LF; ~ ~ c ~N 135 ~ ~ ohq;ati o h°; \aEq;lS\ NOTE~'0" > `~s'6^\ ,~5~ .n 0,~o V p`~~ r J ` ' i ~ SN 1 K 9.e0C` ~4 / P ~ ~ P ~ / ~ \ ~ .\y6T`-py' \ A ~ ~9 J ,r I ROAD "HEATHER LANE": RESIDENTIAL COLLECTOR ROAD• 20' PAVE; LENGTH = 3250 LF; sels4o `A~p 43,3nsF 4 ~ o "s°~ - s~ yoo \ .4 Ro T~ ~ 1os ~ , t 1 7 103 I 102 '0 ~~i' I~'% PIN 1 - - 744 C19 29.48 775.00 29.48 N84°23'S6'W 14.74 2°10'45" Li9 112.93 S54'11'30'E y 7 ,b 104 rI _I ~ " m 82400.331 G20 51.86 72500 51.84 N83'26'21'W 25.94 4°05'53" TA ~
o On . r . / ~ , a C" A u n i q?3q. ROA `1" ~ y' ~"0`at,'/ < 52 ( 67 ~ , ~p` OS"fj(` 41.546 SF 4 - i t F 0 '9 ~ ~ rV' ~ 0 ~ c v v F v 105 / 1' 1F 47,478 SF 54,432 SF ~.~ep ~ I RECN N0. 3165 C21 114A2 775.00 114.31 N79'04'4TW 57.31 B'2T32' L20 71.54 S85°29'18'E ~ F• O 40,553 SF -t ~.t+ 6p ~ SONYA GARNER WILSON C22 139,1> 725.00 13.6 N75'S3'25'W 69.81 1,'00'00' L21 100.99 S85'29'18'E U N ~ r 105 ~ I 0820001165 89 L22 5720 S85'29'1B"E W ~ N
ROAD SNAPDRAGON DRIVE : LOCAL RESIDENTIAL ROAD; 18 PAVE; LENGTH -1270 LF; ; r` sFO GO ~ ('s~ > J r 5s.z3osF ',z ^a,SSSSF % „ s s3 osCy u u, ' - S S /2950' ' V { 14~~ i ~r9° ` s d~' i , SQL 41,3915E \ ~',l, C K / 51,641 SF 11 I II I ~ ~ C23 106.95 175.00 106.86 N70°53'49'W 53.56 754'24' 51,641 SF I I I r I\ L23 95.69 517°2T56'W F' 17. ~
ROAD BLUEBELL LANE . RESIDENTIAL COLLECTOR ROAD; 20 PAVE; LENGTH - 2725 LF; 5r9, ' , e~Q.o2,NOp OR ,a~ s , , , • `~o co ~,Q ' / I I a 1Se?sO+ ? OT 134 / o / \ ,dq d~ a ~i°°? ` d° o$~ ~°~s F` ~ ~ c, 0 C 1 1 It 11 I II l 101 I C24 ~ 96,83 725,00 96.18 N66'33'S1"W 48.49 7°38'08' L24 75A6 577°2156"W = I 1 II 7 ' t ' m C25 60.75 775.00 fi0.73 N64°41'53"W 30.39 4°29'28" U i' 79,601 SF 1 o L25 40.17 517°2156"W
ROAD DAISY LANE :LOCAL RESIDENTIAL ROAD; 18' PAVE; LENGTH = 736 LF; ,.;qe` e ~F R.ll, ~ ~a aory~o / \ t,~~, F s so;l.\\v,~o ~ ~,~e~~,, , 2q~ ~ I 1 :lu ! 4o,24ssfi ' d ~ $ o, 86 \ \ o^ ~ (C-- 1 1 C26 22,01 25.00 21,30 N37°31'08'W 11.77 50°26'19" - j t~-__--"~J L~-J 6133 7 C~ t~ ~ L26 120,88 SOB°45'16"E
ROAD BUTTERFLY CIRCLE . LOCAL RESIDENTIAL ROAD; 18 PAVE; LENGTH =1259 LF; ; ^ m sq?, ~ 0 \ 5r, \\~~s~ 4,,048SF ~ ~ ~ m I I I . ! F ~ C6 q 0 56,659 SF ~y? F ~ ~ °O~a ` v a4 ` \ Q125 _ tg7.39' Ct t 7•~ ~ C27 48.44 50.00 46.57 540°03'15"E 26.31 55°30'33" Lp7 79.70 S09°40'05"E W ~ Ct2b`' , 582°03'48'1"1 u C28 49.49 47.81 47.31 NB3°51'15'E 27.22 59°,8'30' W ~6o°m'46'1N- o~ °'S88°g2'yy~^-^ _1 m L28 70.66 552°28'48'E Z (0
TOTAL LENGTH INROADS: 11,181 LF ~ , ~ ~ ^ 53 , \r, s°,,, \ ~ , z , 137 ~ a \ FR n , . \ , 0 o ` ~ \ ~ ~ C _ _ r_____-- / C29 44.75 52.97 43.43 N29'SB'x0'E 23.81 48°24'03' L29 33.10 552°26'48"E Q - _ r -475,04'_________ / C30 33.05 50.00 32.46 N,4'42'01'W 17.16 37°52'39' U
ROAD CONSTRUCTION IN ACCORDANCE WITH NCDOT. ~ c5s u' `~,`p'~y ` • 4o,nzsF s°,. ~r~' so'~• ~ 4''373 sF ^ '?q h 145,635 SF ~ 37 d~ ¢n~ CSJ \ i SQ ,p,, ,''.0 r6~ ~ , \ rS S~\ °q. °o, i \ r t ~ , ~4,V ~r~ 'ti, ~ ~ , \ S ° F , 85 ) ~ ~ . C126 C127 ,~6'~ .o, F 0 s - ~ SB2°03'g6'v'I C1z C136 l` l / L30 107,74 NB6°49'09"E Z :C1 132.19 ~ 1 0 / C31 29.82 50.00 29.38 N50'43'26V7 15.37 34°1011' L31 33.08 N14°12'S2'E W ~ } 26 C127
ALL ROADS TO BE 50 PUBLIC RIGHT OF WAYS, 44,611 sF ° C56 ~ ~ , g~ ~ JP 6 ~ S' F ~ 42,0218E 90 \ w M ! C39 CSC , v ( ~ vGj / v r I 1 ~'n~~ 100 ~ w / / C32 35.60 50.00 34.86 N88'12'29'W 18.59 40°4756" L32 57.28 SO6°09'28'W V V m I I I I ~ ~ t. / C33 20.14 25.00 19.60 S85'31'48'E 10.65 46'09'18' L33 106.96 S75°29'50'E W W Z W O
. ALL NEW ROADS TO BE MAINTAIN BY DEVELOPER UNTIL ACCEPTED BY NCDOT, 1 .r- ( ? \,4o,24DSF ' ~ s~ 54 ~ ~ , / ~2F\ r 95 ,~-I L. I r 0 \ . rv Sw N)~~r I t ~ 38 l OS vv , ~v ~ .40,071 SF ,n ~ vv vv ~ 41,993 SF ~ _ ( ~ 1 1 I I ` 87313 SF I 1$ ~ C34 106.93 433.82 108.66 N 1'41' ~ ~ ~ J 1 I~ I I / 2 56 E 53,74 14.0722' d Y ~ 4 N ~ ` 1.1m / L34 55.32 N13°4B1TE 0 0 II y 9$ I I 1' . / C35 138.72 383.81 131.97 N16'30'41'E 70.12 20.42'28' L35 69.00 537°15'48'E ~ > ~ Y ~ J U e
.h ~ r>rty,a l I 4 F i a0 P ~ 49 \ 1 y~; \ ' ~ \ i ~ 84 ` 96 ~ -6 t1~OS' 7,fi655 \ 0 ~ g\ \ C' 0 S6 'Y 0 NOTES: ~ 1 r ~ 1 ~ \ ac.527sF n., 0` 5t• 'y~` °'a • 42,336sF Spa' r ao,2t 9$ ~ ~ ryry ~ C36 327.70 975.00 326.16 S,5'4T11'W 16541 19'15'26' ° , O 9" d 4 7 F I I 99 ~ ~ I' / L36 86.03 S371548'E
m ~ 0 d.\ ,5~ 10 \ A 1/ r``. 12 s,7° ~ 41,788SF ' s t ,i _ s `b-..,, I v w r\ , C r ,r . ~~;+,~y'~~. ; 55 > OA ~ m , s J r I r2 40,206 SF ~ ~ 5, 635 I I ~ ~ I C37 184.80 1025.00 184.62 S10'45'S0'W 82.58 9'12'43' 11,7885E 1; ~ I r7 I 141,7945E ~ ~m / C38 211.04 1025.00 210.86 S2,'16'Ofi'W 105.89 11'4748' L37 15.83 S66°43'41'E I r4 I I I 1 ~ _ L38 98.51 S66'43'41'E
„ r 743' I _ t , . , 0 os e ~6g ~ I . n I 7 `5' ~ / / .4 NOTE A r ' r 48~ , a. / \ s \ \ \ ~ 40,710 SF os FO CC ~ S . I I I I I I I 1 ~ N85'42'14'E C39 41.26 30,00 38.09 N12'14'13"W 24.65 70'48'25" L39 82.88 S66'43'41'E 4E1~
i~ f r 3g a. ~ ?t3iaa'. U / ! v !s . / , !w r v ' ~ v s s , ss° I 1 THE LOCATION OF UNDERGROUND UTILITIES AS SHOWN ARE BASED ON VISIBLE ~ + 0 1 ~q'3A r ~ r \ \ ~ ~ ' 1' . y\~ dod, \ 'SI oe4 D ' / 33~ , ~R~-.- re 1 \ sss\ / / a \ a N 83 r .,t A7 :,W 3,Bt7SF/W 'l;-°: 16 F \ \ / / ~ J s. de\'.,, ,(n ~,4' \ CO "7 0 2 ~6, F N85° I I i i____----~ L'"~ ~ ' ---N85°42'1a'E C40 57.53 30.00 49.11 S80'2,'00'W 42.74 109°52'12' Deal e,~F 93`.~ _ NB5'42'14 E 203.48'_ Lao 39.99 N40°04'42'E a .q ~'q ~ ~F~"-4 ~ 5°42'14'E N85°42'14'E 42,03' 145-34'- r-"---~- - ,t C41 126.80 975,00 126.71 Ng0.59'21'W 63.49 7°2106" -eao ~~ryE;~T" , sy` ~ NB 1__ r--- ~ N L41 109,48 Sat°50'40"E v s°eP°°.° / ~
EVIDENCE AND DRAWINGS PROVIDED TO THE SURVEYOR, LOCATION OF ~ ;a , P r;, L;; ''GREEK ~e0' ~ r \ ' 'a. ~ / 48 r\x \ ,a5 ~ ` Or ~ ' h o t T r ~ F 0 / i s`b•\•., . > F aoaaasF `~.r m 1~ UNDERGROUND UTILITIES AND STRUCTURES MAY VARY FROM LOCATIONS SHOWN , ~ y , !p §1• - r ~ r < 40,026 sF r 47 .e~, ~i\ ~ / 56 k sss ~ ` / n ~ " 158.12' 1_81,55 i,__ --D I 1 C42 92.55 375,00 92.31 S44'20'01'E 46.51 14°08'25" e' ~ ~7 °r. ~d r ~ I I ' I 1' N C43 100.30 375.00 100.00 S59'03'STE 50.45 15°19'28" Lag 6340 Sal°50'40'E nG °°e ~~a~~(~r~c 9
!e 0 HEREON AND ADDITIONAL BURIED UTILITIES MAY EXIST, ONTACT THE APPROPRIATE Q' ~ - r M ' i l r ~ P`~ ~ ~ ~ ' 4a,154 sF ~ s ~ 81 / / , C ~ X71 ~ 39 ,F,e \ t r ~ \ ao,oso sF ~ s ° s 0 1 7 I I I I Lo L43 35.41 558°3T48'E o e ~,Q 4 ~ t 1 I I T- 1 I 1-1 $ C44 147,72 325.00 146.45 553°42'24°E 75.16 26°02'34" s ° ~ ~x a I I I „1,, , m L44 98.88 558°3748"E e e " R m
r 0 r r ~ . a!, .r UTILITY COMPANIES FOR INFORMATION REGARDING BURIED UTILITIES. j t I , , se,. ~ sF + ~ 1 0 f \ sv `.l ~ 9r \ ,~7 sso, os ~F ` a2•a3s sF ~ ~ ~ 8 m s~ r / ~ ~ * I I ( \ a C r~ r G ~EK \ . / 57 / 1 aT ~ ~ ~ ~ 9 ~ $ _ ~ I 7 1 © 1 C45 21.03 25.00 20.41 N42'3B'DO'VJ 11.18 48°11'23" l45 76.12 558°3T4A'E p ~~-r°t'L @Q} o v{ D N 1 $0 O O f~ O ` i C46 43.31 50.00 41.97 543'21'06"E 23,12 49°3736" m 1 O ~ 64,104 SF L46 128.15 512°41'OTE > ~
p J Sp P~ 66,40 SF f \ 2 ~ 4__.1 _ 5 , , ~ ~0 , F B,• ~i 40,8( NOTE "8" V ~ a >asz,~g. `'8 i ~ ~ 9EE 1 1 a l 46~ \ ' •o < 40,391 SF ~ / Ss \ ~r. ( 81 ~ , ~,,33 41,461 SF 40,006 SF 436955E ~ 7. C47 43.90 50.00 42.50 N86°41'04'E 23.48 ° ° ~ 4Q801SF P N 1 ~ ~ I ) 6018'03" L47 102.29 512°91'OrE a ~ v, , ~O' $1 1 I I 1 ~ I ~ C48 48.09 50.00 46.26 N33°58'4TE 26.09 55°06'33' L48 100.00 St2°41'OTE ~ ° 4
ALL DISTANCES ARE HORIZONTAL GROUND AND AREA BY COORDINATE COMPUTATION. PIN 1814.00-62-8013 Z " ~ - ~ • r ! Nq~E °o" I 41 'SS~~,t a9 51 Gs \ se,oa4 sF + / i „ rs s!4 , \ ~ / 43,DSO sF lU ~ (o t ~o N t - J•~'s I'~.~ ' ' f ~ - ~ ^ C43 ~ °~:F c ` ' 1 a / l `.°a aP c ~ 43,090 SF I I DA! I I I C49 65.09 50.00 60.59 N30'S2'12'W 38.08 74°35'25' ~ °°e ~ ~ Yi I B ~ NE I I I I I` N L49 104.86 S12°46'16'E oo ~ °B~ r-0~; F
RECN N0, 3101 ~ 2 , e`1 „ ~ r°. ~ 52,784 SF ~ _ ° \ ~ ~ , r , s Vii. \ s, \ n CAROLYN DILLARD ~ p ~ t x 35 w I ~ ~ I ~ d e ~ 1 , I , , s ~ ' \ _9 ti 0 `I I I ~ (a \ \ m NOTE C POOLE ET AL ~ 2 r HoUS x2,651 SF ! ~ r I v- I ~ s -,1 I L---- ~ ' ' rc~' i ' > Za ,rr~ ` , ~ ROPOS@DI p rNCAQte~r I J L - t m C50 40.80 50.00 39.68 S88°2T31'W 21,61 46'45'10" L50 78.22 567°2T'33'E a~gs 11 QQ~~ ei00 m 123.22' `---J~J ~ ~tv 7~-~ t : PI 1824.00.42.4212 C51 21,03 2500 20.47 N89°10'3rE 11JB 48'11'23' Po t~„ 00 137.33' ' ~ t R CN N0.3162 L51 102,88 S87°58'05'E ~ '
ED ' ~ _ , THIS SURVEY WAS DONE WITHOUT A TITLE SEARCH AND IS BASED ON REFERENC DB2ooo1233 P"• ' ' ' ~ ~0~`°-~..1 + % r / ~ Q W 1, le of 32 W i ,o- 1....... I / / r r 6 v C77 N85°38'23"W N85°38' G83 C& ~ C52 184.84 1025.00 164.46 N41'S1'54'W 82.60 9'12'11' v 23 W G84 ~ I S NYA GARNER WILSON L52 36.25 N8x°19'2rE C15 Ny~t.~----'"~_ _ "------___._,-__-N f i C53 156.35 975.00 156.18 N56'14'04'W 78.34 9'11'16" L53 115.68 N84'10'56'E
.1 N 1~~°I 0 . m,- ....1 I I / r I ~ ~ Jr- ___53,89:.____ , i 58 ' 59 ' i S G15 ~k~'. PB 112717571 ~ • o t s a? 0 / t P`w INFORMATION. THERE MAY EXIST OTHER DOCUMENTS OF RECORD WHICH COULD ?"7s~ 12 r Z m 1 . r ~ / ~ ~ O r u Oyy-- 40,128 SF ly e ~ I J m •L, I ( r r ~ Ca7 , n ' 56,213 SF / / r ) \ C71 UR° - - _ fis-3a'23x~, ~ 7 75 k~ D 2000!165 71 w I I C54 184.79 1025.00 164.61 N57°Ofi'14"W 82.57 9°12'42" L54 102.25 SOB°58'32"VJ N85°38'23"W N85°38'23'W ~ I 54,2755E C55 49.38 30,00 43.99 N80'21'00'E 32.34 94°18'14"
AFFECT THIS PROPERTY. i . r~,, 2ss.22, I ~,p ..,1 ~ + I , ~ i I ~ / ss,eso sF , , , r I J N, 1 I 42 , \ 45 1 ; r / 60 ~ W I ! o-, 26x, 0 I r- 0 0 , / 123.77 l~ L55 57.88 S10°22'38'W _ w _ 131.07 C78 1 ' ( C56 41.26 30A0 38.09 SOT'03'4TE 24.65 78'48'25"
" 11 y r 34 - 5183° ~ ui t ~\~'~`-t ~~48,5995F ~ ~ 43 ,r i A AV 100,619 SF ~1l 4 /r47,6235F i w~ _ NOTE D" o r 0 , 50yyE- ,p` 0 0 , \ l t ~ b ' \ C72 r • ' nr ~ L 44,155 SF r'-23~&4L.,_ ~ of Nv I 31 1 j ~ 49,0.54 SF r 44 \ 50'TAR•PAMLICO ~ II t i I ~ 1 \~i ' ~ '~r~ l _ C~9 Gs~ ~1 131.67 97 1 7 L56 114.37 S70'3T4fi'E C72 ~ rY 1 I 1 t . C57 5.00 3,.5 536°12'34VJ 65.94 744'16" L57 10348 52755'04"E
EXCEPT AS SPECIFICALLY STATED OR SHOWN, THIS SURVEY DOES NOT REPORT ANY 1 w. ~ 7 p m~ I ~ r m 11; tot , / ~ E \ ~I ~ , I u, ~ oN I 40,7775F,•• t n °t 48,313 SF 4 RIPARIAN BUFFER ~1 1 a NL, , , ~ , ~ tl 40,05D O ~ I I ~ I .mss ` C58 123.08 1025.00 123.01 S36'38'1TW 61.62 6°52'48" l58 64.88 802°58'24"W ~ 1 40,0505E ° ~ I I j i r ~ 11x` OS C59 48.51 30.00 43.40 N04°39'10VJ 31.42 92°38'49' ~ 0~ 1 s I ~ i i ~ ~6 L59 119,33 S10.23'15"E ~ ~
OF THE FOLLOWING: EASEMENTS, OTHER THAN THOSE VISIBLE DURING FIELD t6 L>g Q v1 • ~ ° o , r3, / 'r - ~ , -1 : ' SEE NOTE "N" 1 N1 r r r / ~~f 61 ~ , '°0vS ~ r 1`~ n a I6.3 e Q ~v!v I ~ 1 l 'C A 1 ,5_ , I / r d, : 0 / 09 ~T r , ^ 1 EXAMINATION, BUILDING SETBACKS, RESTRICTIVE COVENANTS, ZONING OR LAND USE ; I . 2¢ c9 4 , 33 W ar so -~e~r i~ j. I r h r \ \ ; i 1~ ~I ; r , 59,,6ssF ~ I D~ a 1 I I C60 45.52 30.00 41.28 585'33'25"W 28.44 86°56'01' 1 Q ~ ® L60 77,37 509°13'38VJ ~ v ~D'rA3"E' ~ ~ '4 ~ ~~`~~y C61 109.11 975.00 109.06 N4T46'13'W 54.61 6°24'43" L61 4921 N12°22'24'W ~ ~
~ 61,008 SF = I B t ! a•~.. \ t t , , , `'N83° REGULATIONS AND ANY FACTS WHICH A TITLE SEARCH MAY DISCLOSE, ; ~ ~ ~ L _ ~ ~ , r-_-~6~._ s>6<2 - r IL , y;\ t , , ; ,r 1\ ~ r , a I; I , 1 1 \ ~ ~I v r / / / r , r ~ t40S53SF 64,0345E ~ ~ N ~t t ~ ,1 ry I C62 123.64 1025.00 123.56 N47°31'15'W 6189 8°54'40" L62 68.73 N87°51'11'E v M
NOTE"E" ~ X I O8 I i ~ I 30 ~ 7 f~0 , 6_...~ ~ 589°433TE. 589°43'32'E'`i S99 3'32"E _589°4332° \430 ~ i i Il ` I I O I 1N C63 121.62 975.00 121.54 $45'25'04"E fi0.89 7°08'49" L63 107.10 N45°40'29'E ~ ~ E 1 1 ~ ~ i 2 I j 41,473 SF I I _ '~°11'p°E ' - '~'~~1 "a° C64 164.02 975.00 163.83 S53°4B'39'E 82.20 9°38'19" ~ ~ I t ~ H I I © I I I p19 _ t' , l64 8227 N46°18'24'E
ALL LOTS WILL USE INDIVIDUAL WELL AND SEPTIC SYSTEMS. Mous s ?s t I ~ . I ~ 4 '2 , n r I 157 64' I r. \ \ Sir.7s ~ 40,003 SF l0 14I" 1 ~ 130:69' 158.03 : ~ ' ' \yy1 m I 1~ I 1 I ~ v. C65 117.59 102500 117.53 547°OT26'E 58.86 6°34'24" ~ ~ m ~t Iw~ I 141,428Sf i I -_A12y~~~~ 11e ° L65 52.5a N45°56'OS'E W r I N a } 69 ,N 'R I I ` J L'J°11'20"E 1s F C66 147,04 1025.00 146.92 554°3113E 73,65 81310" L66 49.57 565°33'S3'E ~
r' r sp. J l ~l° 11 I I + I 4 r r -r ~ n f 1 I 1 ~ ;v S ' F'~- ~ 2' ; ~&e ~..j~ 8 I I I 1 I ~l' \ I r . ` V,.,.EX, ~ ' ~ 1 `I: 41,1 " ~ ~ © I 7 ~ 62 1 C67 57.19 525.00 57.16 N85°30'34"W 28,62 8°14'28' ~ 1 '`$141,1125 tt rn j u-oi~0"E N716q,7b'~""` L67 83.71 N38°33'1rW
NOTE F r 1 3 ~az+ 1 y r- I I I 6 r I r 1 .l G 0~ 1 0• t '+A , r o- I^` 6„ , 41623 Sf ~ ~ E 1\ i 63 . , t , ~ ~ 7S 7, ! , ~.~~n 1 f 1 I I 1 t ! l r ~ I 1 ~ ~ i ~ 52.OD9 SF' , 0 I m t NO USGS MONUMENTS WERE FOUND WITHIN 2000' OF THIS SITE. 1 r r I ~ P >o ~O - c1t p y ~ • a1ss3 SF ~ , 41,2x7 sF r , ~ r r ! . _ - G v~ ~ ~ So,35ssF I + it ° m It j N79 ,1..- / C68 115.66 525.00 115.43 N46°04'40VV 58.06 12°3121" L68 69.40 N36°33'il'W ~ ~ ~ X 11 t 5t~~E- _ - ~ - - C69 64.79 475.00 64.74 N54°43'20"W 32.45 7°x8'56" L69 43.77 571°52'31"E ; ~ ~ ~
' rl~ 11 ~ ~ 7~ ~ 9' ~ ! ~ ~ II ~ ~ . 142,797 SF r Ir 4 ~ II 1 LN'1 IN 46,168S~ / } Y1.~ I C12 42,223 SF - I "I d c? , r45,944SF - ( ~C~~ ~.-p'tg'~ r ~,E ~ap14Q•_'--~" I C70 183.32 475.00 182.18 N39'45'30'W 92.81 22°06'44" L70 156.47 571°52'31"E N
NOTE "G" 1 4x,4 sF ! o s W 1m 17 i 10 i L~. I ~ i ~ d r • i _a5os~1 r m i THIS SUBDIVISION HAS NO REMAINING ACREAGE. I ' s E ry v / r 44sss sF ` ` - I I ~ ~ 3 ~ 'G-= ' G' . ' n N N I r r 6$ .8-' ~ C71 41.09 30.00 37.95 S7900'06'E 24.50 78'28'12' L71 43.12 551°58'10'E C r ~ 1 150,211 SF ,,.-}Ci1`~~ - - - ~ C72 47.92 30.00 42.99 S1T26'3TW 30.81 91'31'27" ~ ~ ~ U t a N i t 15_-' L72 104.15 551°56'10"E n~ L
~ta07E "0" t r , / / ~ ~ t m ` N ~ t _ ±A~` ` C73 132.79 475.00 132.35 N20°41'31"W 66.83 16°01'01" L73 55.83 S51°56'10'E V N ~ 1 1 II ~ 1 C74 111.18 525.00 110,97 N22°15'05'W SS.BO 12°08'02" L74 69.61 551°56'10'E T~ ~ ~
fir; I ! t r r / _r ~ rq ~a LUEB I r r r F 1mo1a F v ~ 0 1 ~~1 n . Y 1 1 t , , - ~ d .Z;. -PR ONNEI D / ! S 1 .3" p.''' 45,964 SF o~ NOTE H' "S a I r!- J l ~ / yA' OPOSFD 50' NCO RIVE r r r r 4'~ ( 1 . ,~-t~'~\a.5 ~ 1 - _ C75 147.41 525.00 146,92 S69°48'26"W 14.19 i6°05'13' ~ N M C m 1 1 L75 143.07 S51°56'10"E Q 7~
THIS PROPERTY IS NOT LOCATED IN A FLOODPLAIN. z I-~ ' ~ u; ~ /h c l`~~ ` cte Lza oT~ ~ r , r , 2~ ! 1y _ m f 1 r ,7 y~ ~ , 1S L21 C, r t r t I~'. r 'D t- ' , 67 ,3Dgpwy-~'~ 1 C76 25828 475.00 255.11 578°46'59'W 132.42 31°09'16" l76 96.29 S76°30'42"E ~ V N C
.•r.-~ . rEK. ~ ~ h' y~ ~ / / J Ote - o ~ r r / 1 r' 'wt5'~6o'-'"~! 65 i NOTE"I I :Pl.'. .I PUNDh / / / / , _ _ -,.._.crr ?3 + ; rv r, 0 1 r~ 118,4485E 82 C77 122.13 525.00 121.85 S84'30'53'W 61.34 13°19'42' L77 47,88 S54'11'30"E r+ZM ~ 1 1001 C78 21.03 25.00 20.41 Nfii°32'42"W 11.18 48°11'23" f0 1 ~J \11 l78 95.40 578°30'42'E L L r C79 42.05 50.00 40.82 561°32'42"E 22.36 48°11'23" 0 ~
I ~ ~ . h r " i i ~ r 12 / , 7 C17 S85°29'18"E L22 HI/E C ~ 2 !!1~ y-ter' , 50628 SF --''J r BOUNDARY AND ALL SURVEY INFORMATION FROM ACCULINE SURVEYING. 1. ,r, .r , , 11 r 74 211 sF , r , r-_ 115.33' G2D ?S G32 85,5 4sF ~ ~ - " ",,-'l ~ _ C80 6127 50.00 57.51 N59°15'19"E 35.15 70°12'35' Q fie-
I / / 53,945SF. ~ r us ~J s r 1 I l r----"1 \ 3, r r' ?,tg99'6'',- l I ' 1"~'. i l\ / / I ~ 41 791 SF / I I I I I I l r~_ C S" ~ 1 1 ,_.'N1 1 ~ NOTE"J" ~ t, .i' .r~' < ~ r ~ ~ ~ 14 I I I 1 I I 1 ?q o • r ' - ~'0 1 ..t a r. ~ ~ 0 r I I 16 lJ t 66 ~ ! C81 48.50 50.00 46.62 N03°38'25"W 26.35 55'34'55' OWNER o 0 ~ E 1 ~ cA2 x73, sD.oo 4sss Nse°3x08"w 25ss s4°12'30' CAROLYN DILLARD POOLE ET AL U `o v N
I ' ~ / 0 I I ~ C2 "S88°45'4Y - - 0 .J TOPOGRAPHIC INFORMATION FROM GRANVILLE COUNY GIS LIDAR. , ~ t / ~ c1'aD,Dta sF 15 , 17 i r r, e• ~ _ 1 \ ~ f / rv 0 I I 0 - 66,822 SF 2 j; Y/- ~ OOD7SF _i 18 7 f s - - '}'.-1 ~ v / ~ ~ '<n+ ~ 41 552 SF N ' I k0,357 S~ ~ l r ~1 , -440.52.___-~, TEMPORARY C83 42.05 50.00 40.82 S70'15'S5'W 22,36 48'1723' O ~ V
I h 1 , ~~.,..._l / J. / I t FI ( Ia0.533Sf t ! \ ~ / ~ ' NOTE"K" I _I , , , ~ 1 + t t \ \ ~~'.,,.,...j i 11 rr ! ~ I o I ! C28 ~ l ~ 1rr( ~l ' TURN-AROUND cBa 2,.03 25.00 20,4, N7D°lsss•E t1.,e 4B°1x23• 8928 MANGUM DAIRY ROAD O N•- EASEMENT C85 133.08 975.00 ,32.97 N54°53',11N 66,64 749',3• WAKE FOREST NC
PRELIMINARY SEPTIC SOILS MAPPING PROVIDED BYJOHN DAVIS. j ~ + ' 7~ t g L -~-a r / , ' h ; 19 > __.1 ` 1 r<i -''S~ et' I Y: t r .vl 6 ..L7 t ! I s `2 ~ d3,2715F / r \ © ' N !o I 615 , ~ - ~ C86 2'.75 25.00 21.07 NB3°43'25'W 11.62 49'51'15' ~ C8T 60.54 50.00 56.91 S73'STSB'E 34.60 69°22'08'
r I ~ o, ~ / rJ \ ~y 75,246 SF ) c ~ I I N~ 8°36 ~ I I I ~ NOTE "L" t 4 a sF`' i -`~1 m~1`i>a7.5s' s78°3 - I I , ~ I ~ " r 0 _ - ` ~ E -'1 8 C88 30.28 50.00 29.82 S21'55'49'E 15.82 34'42'09'
8,3 t 636 t_ 1 ~.t © >r - PIN 1 24.00-21.2030 PRIOR TO FINAL PLAT THE ENGINEER WILL DETERMINE NEEDED STORM DRAINAGE I i E I ~ ~ j I I I ? fi\ 5 53. L8 - • 1'• . f _ 41,511 SF S m 9 i \ p RECN N0. 16900 C89 35.83 50.00 35.07 S15'S1'04'W 18.72 41'03'38' C90 82.79 50.00 73.65 583°55'O4'W 54,44 94'52'27• DEVELOPER
NOT~'0" 1 1 6 fi~ 5 - 2 - `J •C:. I j i j v~ ~,30, 0^N EASEMENT LOCATIONS, ~ v: 0 ~ - ~ I I rv \ s1 ~ y i t ' 3.186SF t fi 40317 SF - q., ~ Ip ~'r.:,, I I ; I 7 \ 32549' STEPHEN 8 GARYTURNER HORIZONTAL CURVE DATA cs1 31.x1 So.DO 31,7e N3D°2e'x3"w 18.x1 3B'2aos C92 '035 25.00 19.80 535°38'03'E 10.78 46'38'44' BILL WYNN
t rJ 1 t I ~ i m ~'~`6,374Sf 1' 1 I- L i' i r ,r - NOTE "M" N ' URA ,i \ ''ia'~ J i / C93 142.77 1025.00 142.66 N54°58'00'W 71.50 T58'S1'
Y L L DE ~ a ' IS GO DD~~- u`' cq os 1 _ - a !1j ;,,4 ._ir`s" , ' 'sQ5.3D'oo BASED ON PRELIMINARY SOIL REPORT, APPROXIMATEL ALL OTS INC U 1 ~R NC oo ~ , L_ _ - us ~ 136' \ ~J~I CURVE 6 CURVE 11 C94 128.52 725.00 128.35 SB2°46'2B'W 64.43 10'09'25• CROSSWIND, LLC PI 5TA, , 12+04.76 PI STA = 28+26.49 PI STA = 17+97,25 C95 32.P4 775.00 62.82 S85'3r4e'W 31.44 4.38'4x'
ADEQUATE SOILS TYPES AND SUFFICIENT AREAS FOR SEPTIC SYSTEMS. ~ QaOpo ,+s• 1' „ g1~ 30 - ~ ' _ \ 6 W ~ \ a = 2x,9'12• ~ = 4746'29' a = 09'0755" C9fi 148.14 775.00 148.91 5774,'391N 74.80 11'0,'35' 1696 HAYES ROAD CH. BEARING = S65'21'06'E CH. BEARING = N63'6156°E GH, BEARING = S46'24'3TE C97 189.02 725,00 188.49 STO',3'37^N 95.05 14.56'77
t I 5B' 15e3000 ~ ~ r O NOTE "N" 1' Saroo~N s 515 3000- i ( arils sF' - ! \ TANGENT = 78.91' TANGEM = 332.16' TANGEM = 79.86' C98 ,10.04 775.00 109.95 568°06'4B^N SS.t1 8'08'08' CREEDMOOR, NC 27522
50' TAR•PAMLICO RIPARIAN STREAM BUFFER MEASURED 50' FROM TOP OF BANK EACH 'I 15 i~, N1`' 56~ c2 `s~;y S16^sooo \ t \3 Q `'bs r 628,16 50' TAR•PAMLICO \ ARC LENGTH = 155.82' ARC LENGTH = 625.3] ARC LENGTH = 159.38' C99 100.83 775.00 100.76 560°t9'O6'W 50.49 7°2716' RADIUS ~ 400.00 RADIUS = 750.00' RADIUS = 1000.00' C100 145.62 725,00 145.38 S57°00'14'W 73.06 11'30'30"
SIDE WHERE INDICATED ON PLANS, 5.3oo°-E ~~a~, fi. RIPARIAN BUFFER N122o43 ® ` SEE NOTE "N„ C101 95.13 775,00 95.07 553°04'29'W 47.62 701'58'
~ ~ ~ 49,542 SF ~ NOTE "0" f''' ~ - C102 41.61 30.00 38.35 N89°i7'28'E 24.94 19'2755' CURVE 2 CURS 7 GURyE 12 C103 53,53 30.00 46.70 500°08'12"W 37.20 102'13'33'
1 t O ~ '00"W PIN 1823-00.19735 HOME ON LOT 1 MUST FACE IRIS COURT. RECN N0.3656~ 6 , z 4DD12 sF + ~,--''""5153851' RECN N0.17150 I HEREBY CERTIFY THAT APPROVAL WAS GRANTED TO THIS MAJOR PRELIMINARY PI $TA = 17+72,63 PI STA = 41+38.55 PI STA = 24+00.84 C104 47.75 375.00 47.72 N88'29'5rW 23,91 T1T45' s PRELIMINARY a = 3x17'48` a = 3745'33" d = 16'47'06" C10s 107.73 325.00 107.13 N82'39'OS'W 54.36 ,8'59'29'
EXISTING HOME ONLOTB FACES LAWRENCE ROAD. AMZIEBJR& m ~ .s 35 PATRICIAVICTORMCASKILL PLAT BY THE GRANVILLE COUNTY PLANNING BOARD AT THEIR MEETING ON 09 1 HOME ON LOT 40 MUST FACE SNAPDRAGON DRIVE, ~W CH, BEARING = S69'50'24'E CH, BEARING = S7Ti6'03'E CH. BEARING = S50'14'14"E ING ON 09/15/05. TAN ENT = 2,0.05' TAN M = i) .69' ANG NT = 147.54' C,O6 143.30 375.00 142.43 N73'S4'13'W 72.54 21'53'42° s
TREVAWARD `b L51s.g000 DB7571516 THIS MAJOR PRELIMINARY PLAT SHALL EXPIRE TWO YEARS FROM THE APPROVAL HOME ON LOT 88 MUST FACE HEATHER LANE. D82191460 ~ eo 'HE APPROVAL DATE. ARCGLENCrH = 409.6] ARC LENGTH 9230.66' ARC LENGTH = 292.96' C107 50,32 325.00 50.27 N68'43'13'W 25.27 8'52'16" 'J
HOME ON LOT 91 MUST FACE BUTTERFLY COURT, ' ' 2z HOME ON LOT 125 MUST FACE HEATHER LANE, RADIUS ~ 750.00' RADIUS = 350.00' RADIUS = 1000.00' C108 23.27 25,00 22.44 N3T3T13'W 12.55 53'19'44' Z C109 91.80 50.00 79.44 563'33',9'E 65.40 105°11'56'
HOME ON LOT 133 MUST FACE BLUEBELL LANE, C110 38.58 50.00 35.77 N42'S3'04'E 19.15 41°55'16' 0 C111 33.46 50.00 32.84 N02'45'D9'E 17.38 38°20'34' M U
C112 5722 50.00 54.15 N49'12'21'W 32.21 65°34'26' W W
(DATE) GRANVILLE COUNTY PLANNING DIRECTOR PICU~'~ 23+25.99 PICU~•8 15+70,51 PI~~ 30+68.58 Ci13 21.83 50.00 21.65 S85'30'04W 11.09 25'00'43' ..I C114 1822 25.00 18.75 S84'S8'49'E 10.,7 44'02'55' CTOR a = 2710'18" d = 24'26'46' a =45'56'41' J
So -o RIGHT OF WAY CH. BEARING = S71'S4'09"E CH. BEARING = S49'29'11"E CH. BEARING = 535'39'2TE C115 47.12 30.00 42.43 S42'St't1'W 30.00 90'00'00' TANGENT ° 181.25' TANGENT = 216.63' TANGEM = 211.95 C116 47.12 30.00 42.43 N4T08'49'W 30.00 90.00'00' ~i~ Z
ARC LENGTH = 355.68' ARC LENGTH = 426.67' ARC LENGTH = 400.94' C117 80.95 535.00 80.88 S06'28'55'E 40.55 8'40'11'
~ ~ ~e-0. 8'-0" 18'-0' 6'-0' 5'-0" RADIUS = 750.00' RADIUS = 1000.00' RADIUS = SOD.00' C118 118.46 485.00 116.18 S09'Ot'34'E 58.51 ,3'45'30' C119 109,83 535.00 108.84 S18'41'S4'E 55.11 11'45'46' Ut
SHOULDER PA1'E'MENT SHOULDER DITCH NCDOT R1CHT OF WAY C120 223.81 485.00 221.83 S29°0732"E 113.94 26'26'25' ~
14' 14' ~URJE 4 GURVc 9 CURVE 14 C121 157.47 535.00 158.90 S31°00'42"E 79,31 16'51'52' Q a a PI STA ~ 11+08.21 PI STA = 20+27.60 PI STA = 11+71.95 C122 1&5.74 535.00 181.81 S49'23'24"E 93.82 19'53'32' ° Q
1 PER Fr. ~ /Fl' ~ ~ P d = 29'J9'D2" 6 = 29'2]53' a = 3T5120' C123 210.17 485.00 208.53 554°45'35"E 10676 24'49'41 ~ 0 } CH. BEARING = N20'S8'S8'E CH. BEARING = $51'S945'E CH. BEARING = N75'22'Sr c Ci24 160.66 535.00 160.06 S67°56'22'E 80.94 17°12'23"
SHOULDER PAVEMENT SHOULDER D17CH ~OPti TANGENT = 108.21' TANGENT = 92.03' TANGEM = 171.95' C125 2fi0.41 485.00 25729 582°33'20'E 133.42 30°45'48" ~ ~ (D ARC LENGTH = 211,56' ARC LENGTH = 179.99' ARC LENGTH = J31.23' C12b 135.48 535.00 135.10 583°4T46'E 68A9 14°30'26" IAJ J ? Q
RADIUS =408.82' RADIUS =350.00' RADIUS = 500.00' C127 64.31 535,00 64.27 N85°30'24"E 32,19 V W Z 6°53'15"
1" PER F1. 1~4" ~ 1~4" ~ 1' P F7 !,IE'86dlti E 2 ~ LE1O. 2:1 C128 21.03 25.00 20.41 N73°50'33'W 11.18 48°11'23' Z ~L Ww o_ Ci29 33.41 50.00 32.79 568°53'20"E 1735 38°16'58" ~ ~ ~ LL ...I
&1 3• ROWFIC 1:1 3'. HlllY 1-Ya1 CURVE 5 CURVE iD CURVE 15 C130 36.96 50.00 38.13 N24°18'OTE 19.37 42°21'17 U ~ > ~ 0
0'-5' PI STA. = 18+61.86 PI STA = 10+97.23 PI S1A = 16+94.22 C131 34.40 50.00 33.73 N16°35'i6'W 17,91 39°25'29" ' ~ > Q W ~WN/ a = 33'5513" 3 = 11'06'25' a = 95'4125' C132 36.02 50.00 35.25 N56°56'25"W 18.83 41°76'50' ~ ~ FJ- Lt..
2 gm CH. BEARING = N23'OTOS"E CH. BEARING = 556'3141 E CH. BEARING = S50'02 32 E C133 59.82 50.00 56.31 568°OB'46'W 34.07 6B°32'4r p, Q. TANGENT = 304.97 TANGEElf = 9723' TANGENT = 564.33' C134 21.03 25.00 20.41 N57°5B'OS'E 11.18 48°11'23"
0'-8" ARC LENCiH = 592.02' ARC LENGTH = 193.85' ARC LENGTH = 852.65' C135 46.28 975.00 48.18 N43°12'16'W 23.15 2°43'12'
RADIUS = 1000.00' RADIUS = 1000.00' RADIUS = 510.00' C136 39.73 1025.00 39.73 N42°ST1TW 19.67 2°13'15^ PROJECT N0. C137 21.54 715.00 21.54 540°52'28"W 10.77 1°35'33"
n „r , „ - , _ r~~ , n 2" OF 5-9.5 A SUPERPAVE ASPHALT MIX NCDOT SPECIFICATIONS
U L Vr ALSL ar 9.3A 1VLllul ~Y~t lt'1(AllUNa " 6138 40.S/ SU.UU 39.47 N68"43'28'E 21.48 46 zs•zs LEGEND C139 15.00 875.00 15.00 N81°16-58W 7.50 0°52'53" 05-070 70
8" AGGREGATE BASE COURSE NCDOT SPECIFICATIONS 8" AGGREGATE BASE COURSE NCDOT SPECIFICATIONS spec oR Aec 2 SCALE. 1 200' 0 IRON PIPE SET DRAWING NO
0 EXISTING MONUMENT FOUND; IRON ROD 200' 0 200' 400' UNLESS OTHERWISE DESCRIBED
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PI STA. =12+04,76 ` D = 22°19'12" JS+00 TANGENT 210.09' NET DRI V G LUEBON 15+ ARC LENGTH = 409.67' B
CH. BEARING = S65°21'06"E D0 RADIUS=750.00' 50' NCD~T ~
EXISTING HOUSE TANGENT= 78.91' ARC LENGTH =155.82' PROPOSED za W wy ENTIAL ROAD yo aZZ~~=
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DRAWING NO.
PROFILE - HEATHER LANE_
SCALE: 1" = 40' HOR. 6
1" = 4' VERT.

TEMPORARY GRAVEL i;, RIPRAP FILTER-BERM BASIN TABLE
DRAINAGE Tc 110 1 CFS MIN, REQ. SURFACE AREA MIN. REQ. PROVIDED VOL ~ m
BASIN AREA Cc (MIN) (INIHR) 0 0 ( )SURF, AREA(SF) PROVIDED(SF) STOR. VOL.(CF) & DIMENSIONS LEGEND
BASIN 1 0.26 AC 0.75 5 7.5 1,46 637 675 468 15'x45'x3' = 2,025 CF BASIN 2 0.32 AC 0.75 5 7.5 1.80 784 867 516 16'x48'x3' = 2,304 CF 1 ~ooADETAII NUMBER LAG ° W
BASIN 3 1,38 AC 0.75 7.5 7.5 7.76 3,381 3,468 2,484 34'x102'x3' =10,404 CF ~ "---7~OSHEET # DETAIL IS LOCATED ~ Q
BASIN 4 0.61 AC 0.75 5 7.5 3,43 1,495 1,496 1,098 23'x69'x3' = 4,761 CF PROPOSED CONTOUR ° ~ ago r'~~LIMIT OF GRADING
SEE DETAIL. TEMPORARY GRAVEL &RIPRAP FILTER-BERM BASIN -3~o EXISTING CONTOUR
0 CO P~~ROOFID ALIN PIPING ~ (1% MIN. SLOPE ON ALL ROOF DRAINS) c
DIRECTION OF DRAINAGE
PIPE SIZE CHART LEVEL SPREADERS O Q SEE NOTE #5 REFERENCE FLAG ~ W
RIP RAP ZONE ENTRANCE WIDTH END WIDTH DEPTH LENGTH PIPE SIZE LENGTH SLOPE 010 (CFS) V10 (L x W x H) DA DRAINAGE AREA O 0
1 18" 52' 0.40% 1.86 3.1 6' x 4.5' x 12" 1 Imo) O(10) TEN YEAR PEAK STORM DISCHARGE ~ W z ~
2 18" 52' 0.40% 1,07 3,0 6' x 4.5' x 12" 1 1 10 3 0.5 20 15" RCP REINFORCED CONCRETE PIPE w W @1,0% AT 1 % GRADIENT OF PIPE ~ ~
350.75+ PROPOSED SPOT ELEVATION 0
CHANNELS U FFE=382.00 FINISHEDFLOORELEVATION ~
HP HIGH POINT w
CHANNEL DRAINAGE Cc 010 (CFS) SLOPE LINING AREA (AC.) BC BOTTOM OF CURB ELEVATION U
A 1,17 0.35 3.1 6.0% SEED, NORTH AMERICAN GREEN P300 TC TOP OF CURB ELEVATION ~
B 0.26 0.75 1.5 6.0% SEED, NORTH AMERICAN GREEN P300 C 0.20 0.75 1.1 6.0% SEED, NORTH AMERICAN GREEN S75 RIM RIM ELEVATION a
D 0.59 0.75 3.3 2.0% SEED, NORTH AMERICAN GREEN S75 INV. INVERT ELEVATION DRAIN INLET WITH TEMPORARY INLET N
E 0.39 0.75 2.2 6.0% SEED, NORTH AMERICAN GREEN P300 PROTECTION AT ALL DRAIN INLETS AND
F 020 0.75 1.1 6.0% SEED, NORTH AMERICAN GREEN S75 G 0.59 0.75 3.3 2.0% SEED, NORTH AMERICAN GREEN S75 CURB INLETS
H 1.17 0.35 3.1 6.0% SEED, NORTH AMERICAN GREEN S75 PROPOSED TREELINE (CLEARING LIMIT) Z a w° w y
I 0.26 0,75 1.5 8.0% SEED, NORTH AMERICAN GREEN S75 J 1.18 0.75 6.6 5.0% SEED, NORTH AMERICAN GREEN P300 EXISTING TREELINE `n rr i o o w~ o~ W aFz~~~W~O
• ~f RIP-RAP APRON ~ W z z w °-r~ w~ i y~~ LL o o amc o_ N F CO Wx6jZC~W~
SEDIMENT BASIN ©~z ~ °=p°mawwoa~ LLN
FEW ~ 3~aw~>c°i~~'DZ~ x~t7 a gw~°da~dpOmaw
EROSION CONTROL SEQUENCE CONSTRUCTION LIMITS ~~Z z o~Fy°zy=~~~
~ ozcxizpZ~LL~ao ?~D ROCKCHECKW/SILT BASIN ~ o ~F g~u~Naazz
1.OBTAIN GRADING PERMIT. OBTAIN APPROVED SET OF CONSTRUCTION DRAWINGS. KEEP A COPY OF BOTH ITEMS ONSITE THROUGHOUT CONSTRUCTION. 0 oao~~° oiyF z - ww~U~F-p a
2. CONTACT EROSION CONTROL OFFICER AT {919)791.4200 FOR ONSITE PRECONSTRUCTION CONFERENCE. JUTE MATTING U ~ awZ?o°a3aw~ nog x yZU2ZIx)O~W
3. CLEAR ONLY AS NECESSARY TO INSTALL THE EROSION CONTROL DEVICES SHOWN ON THIS PLAN, STORM DRAINAGE w 5~ 3 m z o 0
4. INSTALL TEMPORARY GRAVEL CONSTRUCTION EXITS. ALL CONSTRUCTION TRAFFIC MUST EXIT THE PROPERTY AT THIS LOCATION. 5. INSTALL ALL SILT FENCES.
6. INSTALL ALL LEVEL SPREADERS. SEED AND STABILIZE THEM. SILT FENCE OUTLET 0
7. INSTALL AND STABILIZE TEMPORARY DIVERSION DITCH. - SF - SILT FENCE w
8, INSTALL ALL TEMPORARY GRAVEL AND RIPRAP FILTER•BERM BASINS. INSTALL SILT FENCE BELOW AS SHOWN. PROMPTLY SEED AND STABILIZE AROUND ' N ~ ~ O
DAM AND EXTERIOR OF BASINS. ~ - ~ ~ ~ i \ 9, CONSTRUCT AND LINE CHANNELS. SEED AND STABLIZE THEM. R TEMPORARY SILT DITCH (TSD) ~ N
10. CONSTRUCT ALL PERMANENT CHANNELS INDICATED. LINE THEM WITH NORTH AMERICAN GREEN LINERS PER DETAIL. REFER TO GRADING PLAN FOR FINISHED 000 ~ ~ o~
ti~ CHANNEL CONTOURS. INSTALL TEMP. CHECK DAMS. % ~ c °o PIPE INLET PROTECTION s 0 0 ~
TR FFICERAT 919 791.4200 FOR ONSITE INSPECTION. ~ ~ _ ~ , 11. CONTACT EROSION CON OL 0 ( ) ` ~ 12. MAINTAIN ALL EROSION CONTROL DEVICES UNTIL INSTRUCTED OTHERWISE. NO DISTURBED AREA IS TO 8E LEFT WITHOUT PROTECTIVE COVER (MULCH , a
l , R OR STRAWITACK) FOR MORE THAN 15 WORKING DAYS OR 30 CALENDAR DAYS. ~ ~ t ~ DITCH BLOCK w ~ W W 2 d
DIN PLAN. INSTALL ALL STORM DRAINAGE AND RIPRAP PER THE GRADING PLAN, PROMPTLY INSTALL INLET i 35 ~ l ~ 13. GRADE THE ENTIRE SITE PER THE GRA G ' v, t.
PROTECTION AT ALL ONSITE STORM DRAINAGE INLETS. ~ ~ ~ I ROCK CHECK DAM w ~ t- I- m
ECIFICATIONS COMPACT TO 98 % STANDARD PROCTOR. PERFORM ALL PAVING PER PLANS AND I 14, PREPARE ROAD SUBGRADE WITH PROPER SOIL TO NCDOT SP ~t i I~ , NCDOT SPECIFICATIONS. COMPLETE CONSTRUCTION. _ i w w z wo°
15, FINE GRADE, SEED, LIME, MULCH, AND STABILIZE ALL DISTURBED AREAS. ~ + ' 1 ;
16, WHEN THE SITE IS STABILIZED, AND VEGETATION IS ESTABLISHED, CONTACT EROSION CONTROL OFFICER AT 919-571-4700 FOR ONSITE INSPECTION. ' s 2' t I - ~ r `K'PH 0.,_
OBTAIN APPROVAL. I ~ 1 N n ~~a I N INLET PROTECTION AND SEDIMENT BASINS, ~ 2 ~ • ~ 17. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, INCLUDING S LT FE CE, ,
I T RBED AREAS. ~ ~ 'q FINEGRADE SEED AND STABILIZE THESE AREAS AS NEEDED. SEED AND STABILIZE ANY REMAINING D S U , , ~ \ PHASE ONE _ pes: \ 0~° ~+r
1 W EN THE SITE IS STABILIZED AND VEGETATION IS ESTABLISHED, CONTACT EROSION CONTROL OFFICER AT 919.571.4700 FOR ONSITE INSPECTION, + 34 ~ \ ~ ~ ` ' - 8. H ~ ' ~ 25'x50' TEMPORARY ~ ~ ~ ~ ~ ~ _ ~ oo•A Z~ C~~Q nta,C ` ~ ~ V~~oMsM~ss 4% A,~
OBTAIN FINAL APPROVAL. + ~ STONE CONSTRUCTION \ ~ ~ , ,
J+ + ENTRANCE(EXIT 1 i t ' ~ 1+ SEE DETAIL, \ ~ . O~ a g ~ w ~ n i`~ m ~~PS~ nn ~ b
+ \ t \ ~ '
+ I ~ 50 T~ \ ~ 50'TAR-PAMLICO ~ ~Q~. „~.,6; x
i I I ~ STR6 STREAM BUFFER r m ~ ~ ~~EACH SIDE OF B°~ ~ '°`'o~'%C~'.~.
~ 4A \ t , EACF r 3 ~ W BANK \ ~ a BANK . + e ~ ~ ~ ~
+ ~ l ~2~ + f ! /PIPE #2 ~ 2 ~ V ~ ,
+ "R P 1 Q 4 ~ / 18 C as ; ~ A , \ ~ ~
f STA 10+2829 ~ 8 Cy ~I q + ~ ~ ~ PHASE TWO ~
r 1 ~q0 NN ~ ! I, 4 ^ ' l ~ ~ 30p _ F ~ ~ \ ~ PHASE ONE ' ~
r' + 1 '"4 ~ ' Q A ;I ! ` ti Z _ _ ~ t0 ~ _ ~ ~ i I`
+ ( ~ (k ~ 6 ~ a ~ h \ ~ ~ ~ _ - ~
% ~ I - i ~ C M
+ +f SAS ! / ~ 452 ; ~ \ \ - _ ~
V~i ~ ~ \ f ~ ~ ~ ' ~ ~ ~ \ \ \ ~ ~ A
' ~ ~ 29 ` 8 9 +o~ ~ 28 ~ ~ \ ~ ~ o
/ a ~ l ` \ 27 26 ~ ~ ~ \ , - our c~ ~ ~ -'__r-~~ . ~o . ~ t0 LL
/ ~ 1
10 ~ \ ~ 50' TAR-PAMl,ICO m ~ M
I - ROCK CHECK ROCK CHECK A ~ ~ ~ 24 ~ ~ \ T AM e ~ ~-i - i ,1 U fA N o0 ~ t ~ ~ ~ .S RE UFFER t 'O' ~,t :I~Op ~
I _ DAM+(1'YP.) ~ ~ ; DAMS P. ~ ~ ~ VO EACH SIDE OF, ~ i CLEARING\~ ~ ~ ~ . 23 ~ Q , - ANK ~
~ _ - - i A ~ ~ LIMITS ~ \ ~ Q~'~ , I V N C ~ ~ A 0 ~ I Z M~
11 + ' ` ~ ~
- b ( ~ b r ~ ~ ~ ~ I ~ 0r••-
EXISTING ' . _ bN ~ v ~ , ~ ~ + 1 ' ' o ~ - ~ ~ SAG G ~ ~ - ~ . U 0 ~ ~
_ _ - /
~v' ~s_ , ~ NU N A N l D ~ ~ o 0
~ / f AGS75 ~ ~ ~ 1 ~ ~2~ ' ~ 1` i ~ ~ ~ ~ ~ ~ ty. ~ 1 t . ~
_..r ~
_,__y ' 13 I + ~ + ~.i a ~ ~ ~ ~ 22 N/ ~ /
~ _ I I ~ , r• - ~
, - 14 _ , t , 14 , , ~ ~ ~ _
- ~ ~ 1 ~ .
V _ . \ - _ _ 50'TAR-PAM61C6" 15 - _r sc ,
43~} i _ I i \ I. - - I I ~ _ - STREAM BUFFER _ I i :IC6 ' . 16 ~ ~ ~ o. ~ I 'i FER ~ - - - - - _ - ~ ~ I I ~ I ~ '
I ~ ~I I ~ ~ EACH SIDE OF - 17 \ 0 21 i ~ i F - ~ - - _ ~ ~ ~ '
; ` ~ _ _ ',':a_~ ~ ~ BANK y ' i I t ~ ~ ~ _ _ - _ - \ ~ ~ i ~ Z 18 ~ 2 i I ~ ~ ,
f I ~ s ; - , _ -
I ~ _ r-- _ , ` ; ~
l- , ~ ~ ''I ,t ~ o - _ _ _ _ ~ ~ . - - ~ 1 , _ ~ ~ ~
i LEVEL \ o U _ _ .
+ ~ 6 ' S SPREADER 1 - ~ ( _ ~ _ _ _ ^^~9 `9 ROCK CHECK t'• ..:,s \ ~ _ - OAZy ~_.--DAM 4TYP,Y O
+ 't 7 CHANNEL I 20' W DRAINAGE. = ~ ~ ' ~ + t ~ ~ ~ NAG S75 ~ EAS~MENT~ ~ ~ _ _ -4-~ ~~j`' _ -
_ _ - - . ~ - ~ J
' ~'1 ~ Z TYPE A BASIN ,7 • ; ~ ~ ROCK CHECK # ~ SEE DETAIL. ~ ENT
+ 1 ~ OAM TYP. ~ INAG~ASM L ( } R 20~ W DRA + ~ ' ~ ~'c ; - _ - _ - ~ . Z Z ~ .
+ ~ ~ ~ 436.29' ` \ _ J - \
+ ' ANt~L6~ \ ~ y 2 ~,CHANNELH. \ 1 . ~ \ _ _ ~ a ~ _ ~ ~
+ DITCH CH p300 v - 6AS+ NAG S75 ~ NPG r A, ~ J 0
+ I ~+`~BLOCK 6,. - + S - Q ~ , \ ~
l.l~ o
_ ~ ' ~ W J z U
~ % ~ ~ ~ + N1yE1. P CLEARING 1 j _ ~ ~ ~ U W 3
+ CHA p300 ~ LIMITS , ~ 1 ' ~ n,-~ PG ~ / ~ \ ~ p \ WW o_ ~ ~ ~ 0
% ~ 2 , ' , 3a w~ 0
- i PIPE #1 ~ A, ` ~ ~ ~ ~ _ ~ 1 ~ / ~ { 18" RCP ~ / _ -
+ ; ~ / f _ . _ r i ! STA 10+28.00 ~ `1 \ ~ 1 ~ ~ gm ~w ~ a H
25'x50' TEMPORARY ~ ~ I I ° ~
+ STONE CONSTRUCTIO ENTRANCEIEXIT ~ ~ ~ ~ , - PROJECTNO,
6LL DETAIL.
05-070
DRAWING NO.
f \ , 7

SITE DATA:
PIN: 1824-00-12-1237 ~
~m
TOTAL AREA: 164.00 ACRES
AREA IN NEW RIW;12.83 ACRES o w
~Q ~o
AREA IN LOTS: 151.17 ACRES
MAXIMUM LOTS ALLOWED BY ZONING:149
PROPOSED LOTS; 137 a w
Q
AVERAGE LOT SIZE:1.10ACRES m
~ z ~o
Q~ m~
SUBDIVISION DA • TA. ~ w
ZONING: AR-40 ~ ~
a I ~
CURRENT USE: VACANT PIN 1824-00.14.1282 RECN N0.3166
PROPOSED USE: RESIDENTIAL USE SONYAGARNERWILSON DB 20001165 ~ HT Z ~ A CHLEGEND w
MAXIMUM DENSITY ALLOWED PER ZONING:0.91 UNITS/ACRE r ( 886°,5'00'E I ~
~,_.______453.30' 886°15'00"E S86°i ' ° ~ 240.71' 500E N89°4048 E N89"60'48"E N89°40'48'E N89°40'48"E N89°40'48"E N89°40'46"E N89°40'48"E ~ UNSUITABLE SOILS ~ I U 189°40'48"E N89°40'48"E
PR P SED DENSITY: 0.84 UNITS/ACRE . ,62.06' , J I 127 a ~ c--______ 196.31' Z -^-zoz.ls tsa.54' 1ss.7r 21o.9s' 216.33' 21s.7o' ' 1 by / / ~ , , ~ ~ l f------ 1 r~ - f-----------1 f------"-°_~ r----------, r-- 27s.7D' afiaE2' c0 ~ d' M N r O r-_--__`--------------------~ m
MINIMUMLOT AREA: 40 000 SF 0.92 AC. ; ~~a '12s 4 ' 43°1ARSF % / ~ ~ ` 1 I ~ ---1 I --I ~p I I f , r 12s 1 ~ I ~ ~ I r PIN 1814.00.94.2175 r ` ` ' , , , I 120 Z ~ 119 y ~ I !
r a ~ / ~ 2 121 I = 117 1 a°- I ` 0 / 52391 SF / / ~ 1 ~ ~ N 1 s 118 116 J M I N I M U M L T RECN N0.20749 ~ _:,,...,.46,765 SF G9 ~ , ~ . ~ p d 40,0,6 3F I 40,111 SF ~ ~ 0 WIDTH.100 1 , 9 ( , 122 ~ au.1,J6 F ~ I o b ~ 40,0469E ~ MARY N. ( r ! ~ , ~ , ~ I I S 1 " ~ ~ 40 539 SF ~ ~ aosa4 SF K 1 115 is 116 I~
1 c ~ 123 ~ A 1 WHEELOUSETAL , ~ cs2 . , ~ 4oa73sF HEATHER LANE I I ~ ~ ~.-__________a ~ MINIMUM SETBACKS, 50 STREET D86331680 ( 40530S 1 r' ~ <~----;---J -^1696U'"^~ ~ 644 F ~ 94,757 SF I m CURVE TABL z u w w w N , S ~ K ~ E y0 mzmm~Fx + DD CURVE LENGTH RADIUS CHORD CH. DIRECTION TANGENT DELTA ~ ~ z J 0 0 w 5 ° Y
4__-_ 8 \ . k ~ ~ F c 1 PROPOSED 50 nl ,DOT RfW 2.43' 2oa.71 2ttao + 'E cloa n.. ~ I i ( ~,___-$01,11• m R,. Cy0 `~p'~~ ~ ~b„~ 124 ~ ~ 1 121.fi3' 19 N87°31',1"E N87°5111"E ~N87°51.11 LINE TABLE w _0 a 0 m I 11 C1 21.03 25.00 20.41 N60°24'19'W 11,18 48°11'23° LINE LENGTH BEARING aa W y ~ z ~ ~ ~ w ~ 0 rn ~ ,52e'l~ I O OOU~ C ~u 7pB 3A I C2 76.41 50.00 69.19 N79°64'39"E 47.91 87°33'28" ~ j-
15 SIDE , 'C~ ~ ` ~ C95 N87°51'11"E N87°51'11"E l .i. , C87 < 40,2745E ~ g8 nig7°511?"5--~- ~~"Cp'~0,8' Ci14 ~ ~ 0'--'' I Lt 81.25 N88°13'52"E ~ z o zd iti ~ Y 2 y u 0 C114 1-SA I C3 37.19 50.00 36.34 N14°49'25"E 19.50 42°3101" N ti rc - ~ a ~ m 0 v ~
1 11 ~cr i og . 125 q,, L 1 _ . _ _ ~1 +-Ina : 25 REAR l + r 129 dY , i S ~ k~ 098 N87°51'i t'E N87°51'11 E N87 5111E C105 OT , 0 a 7'-- ,~p~ , ~ ~ 40,3075E ~ ~ L62 N87°61'11"E C116 C115 131.9fi' C7~ ~-r' ,1~' I L2 90,72 558°00'52`E ~ ° ~ ~ ~ > z m ~ w 4a t,7 ~-1~1 \ I C4 85.53 50.00 75.48 N55°29'33"W 57.53 98°00'55" ©F"z ~ S w 0 rc Qw w 0 a ~T-,^ 0 11 A L3 63,42 S58°00'52"E W x~ ~ x u m I N C5 42.05 50.00 40.82 551°24'19"W 22.38 48°11'23" ~ ~ 3 ~ a ~ ~ ~ K °
? bon' W4,623SFi ,'y y~ p ~ SS~JS \ SEE ~ C94 187.93' 20309' _ - C ~ • 1 h R~ S 0..9 9 Fi m -17224 l r-___ 1 ~ ~ FIRM MAP N0. " 37077002000 r ~ 6~, Dp F so•Av sa•s.a91E•G° > Gg g1 ~ F L I I I ~ o C ~ I F I w °o C6 21.03 25. L4 126.00 S39°58'32"E F~ ~ g C. w< Yp 0 m a ~ ~ 81,8285 IN OD 20.41 N51°24'19'E 11.18 48°11'23" x~ ~ p zd L5 62.32 N77°08'37E ,7 (D w O U zd y ° w ^o I ~ A C7 34.53 375.00 34.52 N73°52'25"W 17.28 5°16'33' Z7 z 0 z ww U ~ z ° = w w
_ - _ z r ~ e. OS ~ ra ss, ~ , ~S. ~ G r 1 I I ~ I I I ~ cy 108 1 z (+j\? 4 `~B I~ a L6 77.69 ST8°3fi'38'E ~1"' 2~tpK-NXx~~ ~ pg r.~` aYy4 I u CB 11155 375.00 111.14 N62°42'49"W 56.19 17°02'39' w7 .a ~ o i ~ z o z ~LL r a 0
1 r' ' 30 ~ ~ ~ ~~S ~ s's~'F ~s~ ~ ~o` 1 1 ~ 91 I ~ I 109 i .o- oy r IN ID , , r , ~ ~ o. ~ ~ ti o I ~ w S E TAR PAMLICO RIVER BASIN , s •r. G ; , a . ~ 9o I c ti s s> Gi0 0 ~ o , I an ~ C6 ~ 43,71: F / ~ / C ~ 0< ~,5, 2 ~ q0 ~ 43,375 SF I n 140,271 SF I 4 b ~ ! r ~ ~ I 50' TAR-PAMLIC m C L7 30.08 578°36'36'E ~ LL J `4Qp 9 137.09 425.00 13fi.50 N6)°1fi'14"W 69.15 18°26'56" L8 73.98 578°36'36'E p, ~ ~ - g ~ ~ ¢ z z ' ar RIPARIAN BUFF R ° g ~ and r o 7 ~ C10 28.47 425.00 28.46 N56°06'3891 14.24 3°50'16" ~ _0 G ° ¢ ~ ~ w 0 z ~ F
9 c~ / , / OD /I/ 7,sg. F ~ G i ~o"s 40O~USF SEE I O 8,563 SF ~ r r ~ PROPERTY LOCATED IN ' ! ; ' ~ ~ F~~9,JS• ' ~ 1 ~ ~ ~ 10 ~ ~ j WS-IV-GW WATERSHED p , o. ~ 69 ~ ~ I I NOTE"0" ~ I E NOTE °N" ~ L9 52.16 565°23'15'E w w 0 0~~ 0 a ~ 13 C11 51.81 30.00 45.61 N76°20'13"E 35.09 98°56'35" U n > m rn w m 0 J x - L10 36.96 565°23'15'E a y z° a 3~ w~
r , , 131 R'lL ~ o I ~ ~ 1 a,~_ se ` I I I r 1'`.~ , / ~ / 059 CA3 ~ I 9'~ ,,.p326 > 40,123SF I I 112 W 1 / / / / ) ~ ,J L--.1Vg0'13'4 h, ?I3`.\\ I I 111 112 I C12 45,66 30.00 41.38 S14°50'25"E 28,57 87°12'03" U y ~ W I; ° m O g ra. x N 4 I L11 52.32 S50°4714"E z O z z-= Y O m w 1 8,061 SF C13 107,04 775.00 106.95 558°08'54"E 53.61 7°54'48" ~ 0 ~ w ~ ~ 3 m z 0 °
' ;b. I , ( ~,688Sf• i / \ ~ V40,398SF r:.,,,~ 'Ag"E 4p-..-, 59;.05'--'~ ~~45 JF I I + I ~ t ' STREET CONSTRUCTION DATA: ;~ao , ; ~~'~•.A ti ,33 G ~ ~ s>>~. v ` ~ ,,i13 + ~ ~ `'Jp' + I +4093,F 40,,7,8E ' n h 136 ~ , 132 ~ / s s ~ ~ H l , fs f 1 S m , 40,171 SF ~ ~ _ C14 274.84 725.00 273.20 569°18' L12 63.89 S77°53'43'E _ 03E 139.09 21°43'13' L13 70.36 S77°40'55"E 'Ngq°1827 C15 106.05 775.00 105.97 Sfi6°01'31"E 53.11 7°50'26"
a n ~ ,b m r (l2 ~ / / ~ ~~`r~,, ' 060 OSB`7S- \ a8 ) I~~~ 1 ~ ~ 1 1~7 0 I I 1: ' ~ - r~ rv 40017 SF o 1,6945 / , .52,418,8E ~ O y , ~ - ROAD IRIS COURT . LOCAL RESIDENTIAL ROAD; 18 PAVE; LENGTH - 441 LF; ! :z 1 K J ' ~ , sEe. ' s ~F 4, s9`~ Q `I 40,6,93E (sl``` I L-L53 N84°23'41"E - 388:37_ „__x. ~ m L14 39.77 N67°36'38"E - " N84°23'41"E - _ C16 103.95 775.00 10387 573°4T17E 52.05 7°41'06" {{y~
n ! S~'9 (j\ ~ / i'.~ .ati• Sp, ,9~95F ~,i ~ir~ o°~ ` n ` / ~ 1,. L5+2 233.03' ROAD BLUEBONNET DRIVE": LOCAL RESIDENTIAL ROAD• 18' PAVE' LENGTH =1561 LF; ~ry~ 135 ~ J y ~ OTE~Yp'V~r~ oe,oo,~ ,,'asB~ s~E \9~~,,, 4o,67,SF ~ ~ 4 , , , I , tS r ~ . / ~ / y'':v< o oy. / , e,•s` \ NOT~'~0' ) ~ s s?~ o, s'~ r r 1 --°-1 r"_ r L15 84.98 575°55'03'E H- 2_33.03^-__, r----'-~ ' i ~ °q C17 106.28 775.00 106.20 581°33'34"E 53.23 7°51'27" Q I I ~ N ~ L16 46.63 S8B°O6'73'E p a Ci8 67.41 725.00 67.38 582'49'29"E 33.73 6°19'38"
ROAD "HEATHE - ~ Nq 4 , F ~ <,Q~ ~a, , F ~ s . , , ; T o R LANE . RESIDENTIAL COLLECTOR ROAD' 20 PAVE' LENGTH - 3250 LF' ss so A 3,3 7S ~ s, ~ n ~ A T 106 4~ / ~ 103 , , o cy, pR ~ ~ ~ ~ , ~ ~ , ' , '~o / ~ 104 103 r I 102 / i I & ~ C19 29.48 775.00 29.48 N84'23'S5'W 14,74 2'10'45' L17 59.77 S75°O6'24'E W 7 t i, I m PIN 1824.00.33-1744 L19 112.93 S54'11'30'E ~
n v. , - 1' ~ ~ rl' \`n n0°~,/ ( 52 C 87 , ~ i , 'oQ ~ 'N ~ 47,4185E ROAD SNAPDRAGON DRIVE , L Po R9 ~ ~ /c 4,,5a6SF OCAL RESIDENTIAL ROAD; 18 PAVE• LENGTH -1270 LF; x s ~ \ v o \ c > \ , s I~ ~ 40,553 SF 47,418 SF 54,432 SF ~ RECN N0.3165 C20 51.86 725.00 51.84 N83'26'21'W 25.94 4'05'53' ~ L20 11.5E S85'2A'18'E U1 O .vsh e" ( SONYA GARNER WILSCN C21 114.42 ns.aD 114.31 N79'04'479J 57.31 8'1732' t ,
FO GO ~ ~ F . s, , ~ aasss sF s`. 93 ~ FO ~ ~ 105 u ~ S 59,230 SF d ~ / n \ r ~ < ROAD BLUEBELL LANE , RESIDENTIAL COLLECTOR ROAD; 20 PAVE; LENGTH = 2725 LF; ss,4 • , ss,~ssrNCO 0 ,ary~ ass ,tia`~; ' so.~ a1,3s1 sF oti C'j,(~ ~ s1sa1 sF 1 1 I R R i 5~ L2 100.99 585°29'18'E H- H S R I / I DB 20001165 C22 139.19 725,00 138.98 N75°53'25"W 89.81 11'00'00' L22 57.20 U ~ ~ SBS'29'1B'E W ~ N
u n, , 'sB?34• Q~' OT 134 0 9 / ` '~9 `SS ~ /S `~tr'r ,~1 ~4 /d.~ CO "1' ,l j I I ROAD DAISY LANE . LOCA - •qs, E ° o / a d s ~ , ~ ~ ss m~ c, o C' 1 ~ t L RESIDENTIAL ROAD; 18 PAVE; LENGTH - 736 LF; r•, x F ~ aon a, F s,9 ~ ~ , ~ ~ ~ r ( 1 1 I I I i i y C23 108.95 775.00 108.86 N70°53'49"W 53.56 7°54'24' L23 95,69 S17°2T56'W H• - 00 +I i~ 101 C24 96.83 725.00 96.76 ~ LL i ~ ~ N66°33'51"W 48.49 7°39'08' L24 75.06 517°2T58'W =
. ~ ~ o u , ~ ! \ 40249 S / ~ h / \ d o~ \ S9i °o° \ 5' F~ C , ~ J ` - 1 1 I 1 i ~ 3 ROAD BUTTERF - ~ b ss. ~ ~ ` 5 , \ \ as ~ ~ , , _ ~3 LY CIRCLE ,LOCAL RESIDENTIAL ROAD; 18 PAVE; LENGTH -1259 LF, .e ~ , ~ ~ , ~ s , ~ F ~ o > > ~ o s ~I IL--~~ g ~ 79,601 SF 71 ~ C25 80.75 775.00 60.73 N64°41'S3'W 30.39 4°29'28" U ~3 7 7o L25 40.11 S17'27'S69J
n ro r az, o / 51 ~ ~ , o. ~ o r 1 r~ 37 3q ~ CS ' h \ i' ~ v ~ 41,048 SF , ~ ~ ~ 9>, F a ~ G < > ~ ~ 9~,• a. ' . < 147.39' ,W C1 TOTAL LENGTH IN ROADS: 11,181 LF N ( ~ r c, s~6s59sF F .off ~ 54. ~ ciis; sa2'o3'~ ,~,,46'tN-. Ct 6 32 ( Ip N C28 22.01 25.00 21,30 N3T31'08'W 11.77 50.26'79' ~Im o' C27 48.44 SD.00 46.57 S40'03'15E 28.31 55'30'33' L26 120.88 S08'ES'16'E a I'• ~ L27 79.70 S09'40'OS'E W ~
I it + s ~ b ~ 53 > s A ` s62 _ ~z 137 .r . ;v ,v s h 9 _ ROAD CONSTRUCTION IN ACCORDANCE WITH NCDOT. ~ 055 0 s _ - L""---SgB°52.3 m C28 49.49 47.81 17.31 N83'ST15'E 2722 59.18'30' L28 70.66 S52'2646'E W M r---____ C29 44.75 52.97 43.43 N29'S8'40'E 23.81 48'24V3' Z ~ -415.0•-0.._____._ / ~.29 33.10 552'26'4B'E - Q
/45635 SF 37 • Cs \ / `~"S ~ 40,172 SF ' n v ~ /J ~ i , \ 44,373 SF ~ C7 _ _ ? 013 ALL ROADS TO BE 50 P 1 r ~,y°~. ti , ~ ~ ~ ' • . s~ 4 F ~ ~ 85 > ~ ~ s92°a3 , ~ UBLIC RIGHT OF WAYS. s~ , ~ ;'•0126 G,2, 132.19 I 44,611 SF . ~ ~ i <ry . al ~ ~ v'0° F, o , - ~ / C30 33.05 50.C0 32.46 N14'42'011N 11.16 3752'39' (9 Z ,2°03'46'W X72 C735 1 1 / L30 1071E N86'49'09'F Z Q 132.19' ~ ~ t I m / C31 29.82 50.00 29.38 N50'43'26'W 15.37 34'70'11' L31 33 C8 N74'12'S2'( W ~ _ o
r ~ ~ 56 5• - ~ ~ ~ F I 1 1 /~l ~ A ~ 50 \ ,v^ \ ~ ~ ~ ~ 42,021 SF , ~ vs~\ 8~ r-1~ -_-.1 r-__ r.• ALL NEW ROADS TO BE MAINTAIN BY DEVELOPER UNTIL ACCEPTED BY N D ~ 1 Gas o , > ~ ~ ~ ~ 100 1 I' N / C32 35.60 50,00 34.86 N88'12'29"N 18.59 40'4756' }
~ t ~ ( r X40,240 SF ~ i n ~ 9 ~Y 54 ) ~ v~ ~1 . / x.92 d~~ / , 95 ~l .I 1 I , I I N ~ ~ I NI~~r~ I r i l`I~ ~ Os \ i i~ A aD,071SF ~ tt',~ ~ 41,993 SF n I I I I r' / C33 20.14 25.00 19.60 L32 57.28 S06'0A'2B'w ~ ~ m I I ~ 87,313 SF i t~ / S85°31'48'E 10.85 48.09'18" L33 106.96 S75'29'S0'E W W Z O I I ~ I 1 m / C3/ 106.93 433,82 108.66 N21°41'56"E 53,74 14'0722" > > ~ ~ O L34 55.32 N13'48'17E EL Y N
NOTES: N ~ r'SS,QS, 1 47.665 sF . ~ Q / a ~ , ~ . / ~ sa ` 9s ~ ~ 97 ~ o , a r l , , ~ s>~ ~ o o Y sss>`. I ' ^ n c~ ,g s v n o Sn 9e ~ I I / C35 138.72 383.82 137,97 N16°30'41"E 70,12 20°42'28" C) C) ~ > Q I ~ ~ I / L35 69.00 S3T15'48'E ~ ~ ~ Y U ~1 45,763 SF ~ I 99 ~ ~ f; / C36 327,70 975.00 326.16 S15°4111"W 185.41 79°16'26" d '7 4. m D -5 N r
a ! I , m \p6 e({ 40,527 SF ~ r' ~ , d~, S~ A ` 3 CT 42,338 SF n J3~ I n~ 40 206 SF ~ 45,763 SF 1 I ' I f., r n Q, ? ~P' i r ~?g j, ,tiD ,y1 A 1)) SJF`. r 41,788 SF u ~ `1 I 144 2 ^ , ,I S U ~ P~ / ~ ~ r ~Sh. ~ •i i' ROp v ~Yl' A~ Jg, \ J r! P `R 1 Rr I 1 ~ ~ L36 86.03 S37°15'48' ~ 42,194Sf \ ~m / C37 164.60 1025.00 164.62 510'45'50"W 82,58 9°12'43" E L37 16.83 S66°43'41'E
NOTE"A° I 1 743), .y, I / r ~ ~ r r ~ ,div. 55 > O ~e k o ( I "i I I _ I L, 46 v ~ 6 S s I I I r „ "F ~ 1 r , s~~ r l\, 1 i 40.710 SF ~ n C o F ~ ~ 6 1. I I 1 I ~ ~ J~ C38 21..04 1025.00 210.66 S21'16'O6"W 105.89 11°4T4B" L38 98.51 S66°43'41"E I L.- `_^N&6°42'74'E C39 41,26 30.00 38.09 N12'14'13'W 24.65 78°46'25" ,
THE LOCATION OF UNDERGROUND UTILITIES AS SHOWN ARE BAS D IB ~ ;'x??>ea'- - ' ~ ' ~ Iv r ~ ' ` ~ s ~ 0 ' ) s ~ I I 1 I _ E ONVIS LE ~ . r 36 rl 'S7q. Sl , , a ~.~2 ~ ~ ~ m / , . g ~ s c SO• r r ss° . I I ~ L-~: EVIDENCE AND DRAWINGS PROVIDED TO THE SUR Y ; :W X3,617 sF fW ~x-_.,,~''~e`e 1 , ~ 's,ss ~ a ; \ yse ~ , ~ eQ N 83 / / ~ 7 ~s~:^`_-~ N85°arla•E Ne6^ VE OR, LOCATION OF 'REEK ~ r ~ 00 "7 0 2 36 E N85°4214"E - N85 4214E L39 82,68 S66°43'41'E gBg• N85°42'14'E N85°42'14"E 203.48'__ C40 57.53 30.00 49.11 S80'21'W'W 42.74 09'52'12" n7~ P%s. 746,34' , r___---- ~ L4D 39.99 N40°04'42'E o°'
'ro I C ~ ~ v / 48 r r , . 5 4 v / .;82° 181.55' 1r ~ 6 r r~ ri:,~_ 1 ' r ~ 1 ~ F ~ o r ! ~'s ~ ) OT ~ 4o,aaasF ~+.r UNDERGROUND UTILITIES AND STRUCTURES MAY VARY FROM LOCATIONS SHOWN 0 M . , ~ 1 F , ~ , ~ . , <4 CC m s t5s.12, `r- r b h le yl \ 1 I 1 U , ~ C 40,026 SF ~ r 47 ~ _~Sq ~ ~ ' Sb ' n 0 3 ~ d °"1 I 1 142.03'_ t .N C41 128.80 975.00 128.71 N40'S9'21''N 63.49 T2T06' ~~'~+f1{~: Fy -181.55,- r,._-~ ~ i I I 1~ C42 92,55 375.00 92.31 S44'20'01'E 46.51 14'08'25" L41 109.48 S41°50'40'E °d '~i4~oeypoo„oof,~~7'e~p - I I I I I i 1'r ? L42 63.40 541°50'40'E c° ~ eo ~ " oe
HEREON, AND ADDITIONAL BURIED UTILITIES MAY EXIST. ON ' ^ i' M r . , ~ ~ o / ~ s ~ 1 1 C TACT THE APPROPRIATE ~ ; , r.-~l r I I 'L P°\ ~ ~ , aa,l6asF ~ - ` ~ / / ~ a 1 ! I 1 T'g, ~ C43 100.30 375.00 100.00 S59'03'STE 50.45 15°19'28' e onP, c ~ 9 I I I I I 1'0 L43 35.41 558°3T48'E ' o .V~ ~~d `b I i w I 11.H C44 147.72 325.00 146.45 553°42'24"E 75.16 260234" 0 4C'
UTILITY COMPANIES F 0 ;z , r= 1 39 I n ~ ; ~ \ , ` r•c sF srs° so ~ 81 , , I , I OR INFORMATION REGARDING BURIED UTILITIES. !Y ~ ; 1 r 1 ss, 47sF ~ I ~ I ~ ~ ~ $ ~ s s ~ ; 42,839 SF i ~ ~ ~ g l ~ , \ I U I 0 \ Cv M C EKE ~ ~ S6. io 9d• a , / ~ ~ ~ I ro ! ~S•2y r - \ \ 1 I I ( \ \ o C ~ r ~ ` ~ ~ 57 / v JT s F ~ yr , 80 O L44 98.88 SSB°3T48'E ~ I 6 C45 21.03 25.00 20.41 N42'38'00'VJ 11.1 ° o ~ m 8 48'11'23' cod! 4 m 9 r+ 8 ~ re 7 ~ ~ 1
i 66,~lOSF 2 r , o / ~ 0 ~ \ ~ 7 NOTE °B" V 4 J r ,i51~g, ~ \ ! I I \ G;~ ~ <3 ~ `p~ ' ' 40,391 SF / ~ ` 00' F \ ^BF 4 I 1 40,801 SF p y 41,461 SF 140,06 O O L45 76.12 558'3T46'E o ,k°gL ~ S~ O v, 1 C46 43.31 50.00 41.97 S4 1' a ~ 7 64,104 SF l 3 2 06 E 23.12 49'3736' 41,461 SF 140,008 SF 43,695 SF ~ ~ L46 128.15 S12'41'OTE > ~ i J C47 43.90 50.00 42.50 NB6°41'04'E 23.48 50'16'03' 147 102.29 S12'4i'OTE °s ~,°0 556 a
ALL DISTANCES ARE HORIZONTAL GROUND AND AREA BY PIN 1814-00.82• Z ~ ' ;o . r r I 41 ` ss ° Js ~ ~ ~ / / ss° \ , , 81 1 I I COORDINATE COMPUTATION. 8013 N E "o' I cs ~ se o4a sF 1 ' / J • ~ o RECN N0.3101 W ~ D '7 ~'S ~•N i ~ ~ • ~ J ~ c 1 ' / a e , 43,o9osF I DAISI I I I ~ i ~ ~ C48 48.09 50.00 46.26 N33°58'4TE 26.09 55'06'33' Lq8 10 . ~ ~ ' ~ ~ 4:"~ ~ DAlSI I o as s12°arorE , .ot~ r~ o ~
3 e^~ 1 r r` e-,r s2,7s4 sF ~ F - , ~ t . ar ~ . ~5. F c ~ I N " CAROLYNDILLARD d' h ~ I x 35 ,w I '~$8T` . ~ ~ ~ t m~ - ~ , 1 ~ , , <4s\ s, t _____J ~PROPDSE41 NOTE C rn I I ~ d < ~ , 1 ' / / ~ ' , . 9 0 dC.Q NE I I I I ~i i C49 65.09 50.00 60.59 N30'S2'12'W 38.08 74'35'25' L49 104.86 S12'46'16'E °oo r pROPDSF.41 OmcuQL~ I ,J l y0°3 ti ~ C50 40.80 50.00 39.68 S88'2T31"W 21,61 46'45'10' oa~s y .~o `~~6®
POOLE ET AL ~ h ! .z 1 HoUS Js L____ ~ C 62,661 SF im ~ r ~ ~ ' ' \ I 7 1 1 ~ / i , ~ Z~ ~q~ m 123.2• THIS SURVEY WAS DONE WITHOUT A TITLE SEARCH AND IS BASED ON REFERENCED DB 2000/233 k L v I ~ l ~ / ' , ca ~ 1 = / ' ~ ~s, Ai, c ~ 077 N85'38'23' 137.3 4 41 ~N 1~ `,°I 32 W , ~ . c~ r~`••,... I j / , rr ` ~ r-----53,89, ' 11 ~ . i; i i ~ , ~T, SO y w N85°38`, 123.22' ~---.i' 7, PI 1824-00-02-0212 C51 21.03 25,00 20.41 N89'10'3TE 11.18 48'11'23' L50 78.22 S6T2T33'E arAP r l,~~E~'~~4 N85'38'23"W 13733' 3 ~ ti < R CN N0.3162 L57 102.88 S8T56'OS'E ~ t,l~ A N85°3823"W GB C6 C52 164.64 1025.00 164.46 N41'STSIYO 82.50 9'12'11' a
INFORMATION. THERE MAY EXIST OTHER DOCUMENTS OF RECORD WHICH COULD PB 1127!7571 v rs7gs 12 I ,Z• o, , 0 1 T r r 1 s ~ ,r ' 58 / , 59 , ~ ` c16 EAR-- _ - - owy,,, 4o,12asF a ~ ~~,,,,1~~ a,• r l r ~ ca7 o r - - AFFECTTHISPROPERTY. ~-~,2ss.22, `-1 1 rim, "~?'~032'~ r ! r ~ / ~ C, 56,213 SF ~ 59,860 SF / ~ ~ ~ C7t " C84 ~ t' ~ S NYAGARNERWILSON C53 15 L52 39.25 N84'19'27E ~ ~ I j$ I~ D 20001165 CSI 184.79 975.00 158.18 N56'14'04'W 78.34 9'11'16' L53 115.68 NB4',0'S6'E - 3111_.---`~ . ~ i
r r a'; I 1 Ls~y. , ~ J, 1 42 ' ~ ( 45 ' , / ' / ~ N3s•3 ' ;U 1 1 ~ m ~l ~•6x'_~ o J r r---~ , o i. ~ ' / 60 ~ 823 N NB :o . I I r r , , ~ ~ 1 , o ~ ' ~ ,2377 538'2 I 025.00 181.81 N5TO6'14'W 82.57 9'12'42' L54 102.25 508'S8'32'W N85'38'23'W i 123.77 N85°38'23"W ~ 54,275Sf .1„ CSS 49.38 30.00 43.98 N80'21'00'E 32,34 94.18'14'
NOTE "D^ ^ h I 34 `~l s'a3' ~ ar ~ ~ ~ .148 599 SF ~ 1oa,61s sF ~ / a7 623 sF ' m 131.07 b / 50'3rE- 1 f~•' p 43 r r , ` 11 1 / ' / - _ -7, ' 1 44,155 SF 1'^236,19:._- ~ r ~ - 8' l r--__ EXCEPT AS SPECIFICALLY STATED OR SHOWN, THIS SURVEY DOES NOT REPORT ANY i ~ h a, Nei 31 1 i ~ ~ 49,454 SF r' 44 ~ 50' TAR•PAt,1uCO I + t r'~, r c7z I I 131.07 C78 L55 57.88 S10'22'38'W r-,___ti C~9 G5G C58 41.26 30.00 38.09 S0T03'4TE 24.65 78'48'25' L56 114.37 S70°3T46'E I I f--`-~ - C57 131.67 975.00 131.57 536'12'34'W 65.94 7°44'16' L57 103.48 S27°55'04'E
~ , ~Q , , < o a ~ . i .r o a~ I 4o,77rsF 5 \r ~m ~ 1 / , ~ , 1 OF THE FOLLOWING: EASEMENTS, OTHER THAN THOSE VISIBLE DURING FIELD ,o L1 F" ~ ~ I 78 r r 48,313sF RIPARIAN BUFFET. 1 L", , / A , `s I I 1 ~ ~ I I 'I I I..'~ C58 123.08 1025.00 123.01 S36'38'171N 61.62 6°52'48" 158 64.88 S02°56'24'W
3 8 v4tv"w N I. , ~.r ~ $ , IN N, / r ti' . i 1 40,0505E i EXAMINATION BUILDING SETBACKS R , ' szs° ~ ` Q q ~ P, N ~ r , _ , , SEE NOTE "N" 1 1~ NI ' / ~ i g1' ^f 61 1 ~ I I ESTRICTIVE COVENANTS, ZONING OR LAND USE Q.4 ~ r N . ~ ,a ql 1 I I 2-f C ~ 3 W ro~ - I~ - y r A, / r o r a I I I I , (58 C59 48.51 30.00 43.10 N04'39'10'W 31.42 92°38'49" ~ I I i ~ A L59 119,33 S10'23'15'E ~
REGULATIONS AND ANY FACTS WHICH A TITLE SEARCH MAY DISCLOSE, ! ' st aoesF 2 0 ~ ° I e _ r ~l ~ , ~ I ~ H, ; , r r 5s,19s sF 1 a.~"e- ~ L ~ ~ ~ -2G2'86:'_-_- S76? < ~ - i ~ ~ ~ ~ 1, f ~l1 l " / ~ ~ ,i i 1 ~ 140,553 SF O ~ ;p } ® C60 45.52 30.00 41.28 S85'33'25'W 28.44 86°56'01" L60 77.37 S09'13'38'W V ~ `V `~~~~~`~\~h C61 109.11 975.00 108.06 N4T46'13'W 54.61 6'24'43" ~ ~ 0,553 SF ~ 64,034 SF ~ L61 4921 N12'22'24'W ~ i ~ Q C62 123.64 1025.00 123.58 N47°31'15'W 61.89 8°54'40" L62 68.73 N81°51'11'E ~ DN
, ~ 7 ~ ~0 I r' 1 ~ , ~ if>, f Si r I ~ v r ' ~ / / i / , .203A4- 1 1 Z7 NOTE "E° I x ' cs z `n , ~ ! , 30 I 5' E" .-sas°a3'3rE,. ses°4s'3~r'E'ti`sss 3'32"E _ •s ~ ; i / 1.g , ~ ~ I gg I C63 121.62 975.00 121.54 S45'25'04'E 60.89 7°08'49" L63 107.10 N4 °4 ' C Y' I I { ''E 6~ 5 029 E
ALL LOTS WILL USE INDIVIDUAL WELL AND SEPTIC SYSTEMS, j 1 4ious ~ s a~ r , 4o ao3 sE c" •r I r ~•-=04 se',"a3'3z^ 430 ~ , , 1A ~z,b + , ~ K I I o2 1 rr~` ~7~6a l n~j' I Ig 1 I 15264' ^`tAljp+:,. 130_69' 15903 ~ ~P e1` 14~ N ~1 Ir I 14 1 ~ ! r I P ~ J7 ~ ( l 1•C`I' - I ~ I I[•-------~ 9 1 `c -!r - (~gv .i i ~ ice- a~l N ~ 1 69 ,1 'R I 11426~F: ~ 4 I I 2 I 141,473 SF I i - ~yjgtil'p + P. C64 164.02 975.00 183.&3 553°48'39'E 8220 9°38'19" L64 82.27 N46°16'24'E ~ I 141428$F I _I __-+7 ~\s 759 1025.00 117.53 54TOT26'E 58.86 6°34'24" L65 52.54 N45°56'OS'E _ ~
N TE "F" 11 r r r s ~ e '`~s' ,IS 8. i I I, 7 ! 7 .r 1 r_ 1 y m 1 m I I O r 1 © F r "FX. t m I I LN79°tY20"E _ _ - ~ ~s F C66 147.04 1025.00 148.92 554'3113'E 73.65 8°13'10' 166 49.57 565°33'S3'E W r
( 1 r `Ai . ~ r a h` I~ r41,623SF ~L r ~ I ! ~ r r ! ~.1 .r _ n ~ ' 62 i ,i 1 0~ 141,112 SF , 1 ~ L-'' ~ NO USGS MONUMENTS WERE FOUND WITHIN 2000' OF THIS SITE, f ' r °`.'3, ' c1t r r '~ffffr ` 1 1 ,I 1 I 1 r ! / r ,'~~c E~( ` I ~ 63 + y , 1 N1911~0" I r l 1 ~ r ~ ~ 41,993 SF 5 ---_S -1 1 52,009 SF' 0 1 y n ~pg`~. t , Y a; 141,297 SF I , © t I I ~ G ~ , m , ~1.94'~' l~ 1 9 ~ / ' , 9 1 ~ - r42,797SF r r l r t ~V , , 50,356 SF 1 Y20~E~ - ^ 154°7S'~-'` C67 57.19 525.00 5L18 N55'3034'W 28.62 B°14'28' ~ ~ + 1~a7o"E ' J L67 83.71 N38°33'11'W v N19° - C68 115.66 525.00 115.43 N4 ' '4 -~7,91~-` - 604 0'VJ 58,08 12°31'21' L68 69.40 N38°33'1TW ~ r r
NOTE "G" ~ ~ 46J68 S~ / ) \o ~ 012 42,223 SF 1 `r d 3 , !45944 SF / .,.,_._,.J . , °~'Sb'E ~ -24140• _ - - t~ C69 64.79 475.00 64.74 N54'43'20'W 32.45 7°48'56' L69 43.77 ~ O ~ ^ C70 183.32 475,00 182.18 N39°45'30'W 92.81 22°06'44' 571°52'31'E ' r N
THIS SUBDIVISION HA . ~ 49,4 SF1~o r / 10 i s ~ f I d r ~ ' , ~-rod r 68 S NO REMAINING ACREAGE, s E r r o ~ _ ~ So.~1 1 t r i p. ~ 1 1 ~ rt d` 1 I N 1 68 - vD ,55.47 s71°s23rE y ~ ~ ~ C71 41.09 30.00 37.95 S79'00'OS'E 24.50 7B°28'12" LT1 4 12 ~ i 1°18' B - ,i' ~ _ 3 551.56'10'E C' .N 1 50,271 SF ,,~'N'1 - C72 47.92 30.00 42.99 S1T26'37W 30.81 91°31'27" W C)
!.NOTE "tTti ! rr ! 44,996 SF , , ` ~ p S I ~ ~ ~ 3 ` • I I ' , 1 > ~ ~ t 50,271 SF L m / m ..=~~i5 l - C7 1 L72 104.15 551°56'10'E 0 ~ L ' ~ 3 32.79 475.00 132.35 N20°41'37"W 68.83 16°01'01" L73 55.83 551°56'10'E V ~ N M ~
NOTE "H„ r r r 1 r ~a/ / • ~a . f4 ' 2 UEBONN , r r ~ Y ,c7.o1e I r~, t , 0,~9°~' 64 I 1 1 N t 1 .1...-.. rr ~t' i •PROPOSED Er DRIVE r r r 1 ~ ~ 1 I .1a6s`s o. 45,964 SF l oipl THIS PROPERTY IS NOT LOCATED IN A FLOODPLAIN, z r.., l ! : ~ u, ~h •r c ~ c1 s Leo 5D' NCD07 R^,v ~ i !r r' rr 1 i ' ~ ~~,6 I m 11 - - - 1 C74 111.18 525.00 110.97 N22°15'05'W 55.80 12°08'02" L74 69.61 551°56'10'E : ~ GO ~
Y 1 l @ ~i , 1S L21 Ct I l ti~ ~ h G.:' ~'h L-'' - I .4='-l ~ 1 k ~ / l Cz1 r r r r 1~ 1 ~ ~ - 67 ` C75 147,41 525,00 146.92 569°48'26'W 74.19 18°05'13" L75 143.07 551°56'10'E N M - 67 1 O C76 258,28 415.W 255.11 678°46'59'W 132.42 31°09'16" L76 96.29 576°30'42"E ~ 1 ~
NOTE I 1 I I / 7 , r PUND - / / ! _ C C1j •`--J / l 1 6D'-''^-65 1 t'- 118,448 SF i 1J 1 h . / / 1 , 12 / ~ , r 017 585' r'R~/F ( 1 I r I .532 ~ ~ i 118,448 SF _ ~ 8< C77 122.13 525.00 121.85 584°30'S3'W 61.34 13°19'42" L77 47.8 ~ U M = +00 C78 21.03 25.00 20.41 N6t°32'42'W 11.18 48°11'23" 8 S54°11'3D'E z ~ ~
BOUNDARY AND ALL SURVEY INFORMATION FROM A I F. -..'.t ~ / / / o ! ~ 1s'E ~ s 2 rl ~ `t CCULINE SURVEYING. t 11 r , r 22 G cP ~ , ~ _ 50,626 SF r r / / o / 4 1 1 ? 115.33' 20 S 11 ~ - I , , I 3,2 1 SF r r r-.,-_ C2 032 85,5 45F - n (p.~: r > / 53,945SF..;~ I ~s O I ! r l r--__~ z J/ '2' m , L78 95.40 576°30'42'E f6 ,F,, C79 42.05 50,00 40.82 S61°32'42"E 22.36 48°11'23' ~-,C~•-
NOTE"J" ~ ~ i••1 ~ / ,~„~rr y~41,791SF r 14 r 11 ~ I I I ---3 c? s ~ r ~i r ,-_~.p~'s-_- _ 11 , ` C80 61.27 50.00 57.51 N59°15'19"E 35.15 70°12'35' ~ CAO E OWNER ~ r C81 48.50 50.00 46.62 N03°38'25"W 26.35 55'34'55' 0 ~ ~ E
I; ~ nr ~ o r I I 1 I I I I s °0 ~ r r - _s6oas- 1 , TOPOGRAPHIC INFORMATION FROM GRANVILLE COUNY GIS LIDAR. 1 T ~ t ` / r ~ d4o,o14sF 15 I © I 117 I ' I r` c s9.r _ r 66 .1 ~ / N I I I I 45'4YL'•-- ~ r..... o l 4 1 ~ ; 100,0075E ~ 16 r r s ~ 66822 SF C82 47.31 50.00 45.56 N58°32'08'W 25.59 54°12'30' L v ~
~ ~l ~ ~ .,r / / ' ~ 4t 552 SF I bo3s7sF ' o , r 1 ~ aao,52'-___ ~ TEMPORARY NOTE "K" v 1 1 ( , , / , r ~ µ 1 I ` , , J >r ° ~ 1 1 + , v~~`" t ~ , , l r r r q g I 160,5338E , r ~ ~8 / TURN-AROUND ORARY CB3 42.05 50.00 40.82 s7o°15'SS•w 22x6 4B'tr13' CAROLYN DILLARD POOLE ET AL U 0 ' • N -AROUND C84 21.03 25.00 20.4, N70°15'55'E 11.18 4B',r23" 8928 MANGUM DAIRY ROAD ° v~i.~
PRELIMINARYSEPTI I 1 ' / r r ~i Iv r ~ J C SO LS MAPPING PROVIDED BYJOHN DAVIS, ~ 1 + , ~ . r , I ~ d r 19 ~ ~ ~;r 1g3o~pD"N EASEMENT MEN] C85 133.08 975.00 132.97 N54°53'11'W 66.64 749'13' ~ C86 11.75 25.00 21.01 N83°43'25'W 11.62 49'51',5• WAKE FOREST, NC ~ _ ~
a $ ~ S1~'-..~ I r I ~ 3 632715E ~ / ~ 1u Ml 615 NOTE "L" y 5.. ~ _ - ~ _ I ~ ! , 76:4s sF ! o - 48,3 4 SF 1 1 ~ j , np$g ~ S78tio:~-~, i, i i I ~ ~ ~ 7 /I ~ ~ ~ ~~-~J C87 60.54 50.00 56.91 ST3'ST58'E 34.60 fig°22'08"
PRIOR 70 FINAL PLAT, THE ENGINEER WILL DETERMINE NEEDED STORM DRAINAGE ~1 , ~ - ~ - ' •,•:I I , ~ ~ ~ , © PIN 1826.00-2t- S E • 1 m © 5~ 5 ~ _ 53.87 ~ t8 t• . I i I ~ 41,511 SF ~ 2030 EASEMENT LOCATIONS. 1 Nor •o , o _ 'r•. .''ao~' RECN No. 16sco C88 30.28 50.00 29.82 S21'S5'49'E 75.82 34'42'09" C89 35.83 5000 35.07 515°5T04'W 18,72 41'03'38'
1 ~ y 1 1 1P3,186SF~ fi 40,3175E •~-,........0"'' ` ~ I j i ' i ` ~ $153049' STEPHEN&GARYTURNER { fi t s 1 ~ m 6,374 SF '1. r. L i , r 326 HORIZONTAL CURVE DATA cso so.DD 73.65 S83°55'04'W 54.44 94°52'21" C91 31.71 50.00 31.18 N3D°28'43"W 16.41 36°20'05" DEVELOPER
( I "I I ~ , NOTE "M" N ' ' 1 UR~ i ' ~ `~.t ~ ~ - I ~ N 'I GO KN'! y c, ~ _ X12 ~ ' I a 'oo^~ _ C92 20.35 25.00 19.80 535°38'03'E 10.78 46°38'44" BILL WYNN C93 142.7 ! 1025.00 142.68 N54°58'0091 11.50 T58'S1'
BASED ON PRELIMINARY SOIL REPORT, APPROXIMATELY ALL LOTS INCLUDE w > aa1S CDO~-- G , 113 ~",4 ~ 30 y r 1 1P 50`N~ Zp.00 C6 ~'1~ L------_" - - 4 'L'SD' f,s~ i.-' 815 36, \ CURJEI ADEQUATE SOILS TYPES AND SUFFICIENT AREAS FOR SEPTIC SYSTEMS. ` ~ 1. O~SEO - 61, T~~ 3o'oo^N ' ~I> 301• ~ PI sTA, CURVE 11 C94 129.52 ' 725.00 128.35 582°46'289) 64.43 10'09'25• CROSSWIND, LLC PI STA, = 12+04,76 PI STA. = 28+26.49 PI STA. = 17+97,25 C95 62.84 775.00 62.82 585'31'48'W 31.44 4'38'44'
l ,1 PR 1,6p,00"N s ~ r" - 3 ' • ~ ~ e = 2r o d = 22'19'12° d = 4746'29" d = 09'0755" C96 149.14 775.00 14&91 S7741'39tiV 74.80 11'01'35" 1696 HAYES ROAD
NOTE "N" „t 58',~y s15° a3o+oa^N 6as7ssF - \ CH. BEAT ` ' 15'30' 815 ~~i 00,E ~ ~ , '30' , o p'00"WI ~ TANGENT CH, BEARING = $65'21'06"E CH. BEARING = N63'6756"E CH. BEARING = 54fi'24'37"E C97 189.02 725.00 188.49 S70'13'37W 95.05 1I'S6'17 TANGENT = 78.91' TANGENi = 332.16' TANGENT = 79.86' C98 110.04 775.00 109.95 S68'O6'48'W 55.11 8'06'06' CREEDMOOR, NC 27522
50' TAR•PAMLICO RIPARIAN STREAM BUFFER MEASURED 50' FROM TOP OF BANK EACH ~ j N153562 ;~,r _ = ' S75 3 ARC LEN ~ , _ ~ - 2g 18' 50' TAR•PAMLICO \ SIDE WHERE INDICATED ON PLANS. a®, r-" °30'p0.E - ~ s RIPARIAN BUFFER RADIUS ARC LENGTH = 155.82' ARC LENGTH = 625.31 ARC LENGTH = 159.38' C99 100.^' 775.00 100.76 S60°19'06"W 50.49 T2Ti6' RADIUS = 400.00' RADIUS = 750.00' RADIUS = 1000.00'
X122043' Q 1 ~ R ~ SEE NOTE "N" C700 145.62 725.00 115.38 S57°00'14"W 73.06 11'30'30' C101 95.13 775.00 95.07 553°04'29"W 47.62 7'01'58'
NOTE"0' ~ 4s,5a2sF t 1 HOME ON LOT 7 MUST FACE IRIS COURT. p i ~ o -.:''oo"N CURVE 2 C102 41.61 30.00 38.35 N89°17'28"E 24.94 79°2755" CURVE 2 CURVE 1 C103 53.53 30.00 46.70 S00°08'12"W 37.20 102°13'33'
IN 1814-00.80.8578 I ,i y I ~ ra ~ 15 30 PIN 1823-00.19.3735 EXISTING HOME ON LOT 8 FACES LAWRENCE ROAD. RECN No. 365s ,N N , 40,0,2 sF ~ L--- " S 35852' RECN NO. tt150 I HEREBY CERTIFY THAT APPROVAL WAS GRANTED TO THIS MAJOR PRELIMINARY o ~3r PI STA, = 17+72.63 PI STA = 41+38.55 PI STA = 24+008a C104 47.75 375.00 47,72 N88°29'STW 23.91 7°17'45" e d = 31'1]48° p = 3745'33" d = 16'4]08' C105 107.73 325.00 107.23 N82'39'05'W 54.36 18°59'29"
HOME ON LOT 40 MUST FACE SNAPDRAGON DRIVE. AMZIE B JR a ~ N 1 PATRICIA VICTOR MCASKILL PLAT BY THE GRA ral NVILLE COUNTY , _ ,'JNING BOARD AT THEIR MEETING ON 09/15/05, cH, BEAD CH, BEARING = S69'50'24'E CH. BEARING = S73'16'03'E CH. BEARING = S50'14'14'E
HOME ON LOT 88 MUST F TREVA WARD ; o N 5;3o~~o^N DB 7571516 1 T~ ACE HEATHER LANE. DB 2191460 ~ S1 01' THIS MAJOR PRELIMINARY PLAT SHAD EXPIRE TWO YEARS FROM THE APPROVAL DATE. cENr HOME ON LOT 91 MUST FACE BUTTERFLY COURT. ! ' 226' ARC lEw TANGENT = 210,09' TANGEM - 119.69' TANGENT = 141.54' C106 143.30 375.00 142.43 N73'S4'139J 72.54 21.53'42" ARC LENGTH = 409.61 ARC LENGTH = 230.66' ARC LENGTH = 292.96' C707 50.32 325.00 50.27 N68'43'139J 25.21 8'52'16" s V
RADIUS HOME ON LOT 125 MUST FACE HEATHER LANE. RADIUS = 750.00' RADIUS = 350.00' RADIUS = 1000.00' C108 2327 25.00 22.44 N3T3T131N 12.55 53'19'44' Z C109 91,80 50.00 19.44 S63'33't9'E 65.40 105'11'56'
HOME ON LOT 133 MUST FACE BLUEBELL LANE, C110 38.58 50.00 35.77 N42'S3'04'E 19.15 41'55'16'
C117 33.46 50.00 32.84 N02'45'09'E 17.38 38'20'34' O Ci12 57.22 50.00 54.15 N49°12'21'W 3221 85'34'16' ~ V
DATE OURVE 3 ( ) GRANVILLE COUNTY PLANNING DIRECTOR PI sra CURVE 3 CURVE B CURVE 13 Ci13 21.83 50.00 21.65 565'30'0491 11,09 25'00'43' W PI STA, = 23+25.99 PI STA. = 15+70,51 PI S1A = 30+68.58 J
so'-o• e = 2r' wcHr of war CN. B~ d = 2T1o'1s' d = 24'26'46° d =45'56'41" C114 19.22 25.00 1675 S84°58'49"E 10.11 44'02'55' r CH. BEARING = 571'54'09"E CH. BEARING = S49'29'11"E CH, BEARING = S35'39'2TE Ct15 47.12 30.00 42-03 S42°5T11"W 30.00 90'00'00' ;
TANGENT ARC LENT TANGENT = 181.25' TANGENT = 216.63' TANGENT = 211.95' Ct18 47.12 30.00 42.43 N47°OB'49'W 30.00 80'00'00" ARC LENGTH = 355.68' ARC LENGTH = 426,61' ARC LENGTH = 400.94' C117 80.95 535.00 80.88 SOB°28'55"E 40.55 8°40'11" Z
1 RADIUS = 30'-0" B'-0" f9'-0" 6'-0" 5'-0" RADIUS = 750.00' RADIUS = 1000.00' RADIUS = 500.00' C118 118.46 485.00 116.18 509°01'34"E 58.51 13°45'30" T
SHOULDER PAVEMENT SHOULOER DITCH NCDOT RICHT OF WAY C119 109.83 535.00 109.61 Sib°41'54"E 55.11 11° f" 45 46" C120 223.81 485.00 121.83 S29°0T32"E 113.94 26°26'25' ~ Q
CURJE 4 C121 157.47 535.00 188.90 Sat°00'42"E 79.31 18'51'52' J CURVE 4 CURVE 9 CURVE 14 C122 185.74 535.00 184,81 549°23'24"E 93.82 19° s ~ ~ PI STA. = 11+08.21 PI STA. = 20+27.60 PI STA = 11+11.95 5332 a
8'-0' 1 1• pQt FT. f~4 ~ 1~~ ~T r• p 20'-0' 6'-0• 6'-0' - ~ PI STA. d = 29': SHOULDER PAVEMENT SHOULDER D1TCH OPE '~'~E CH. BEAR d = 29'39'02° d = 29'27'53° d = 3757'20" CiZ3 210.17 485.00 208.53 554°45'35"E 106.76 24°49'41" I' I Q
TANGENT CH. BEARING = N2D'58'58"E CH. BEARING = S51'59'45'E CH. REARING = N75'22'5TE C124 160.68 535.00 160.06 567° ~ } 5622"E 80.94 11°12'23" ~ /y TANGENT = 108.21' TANGEM = 52.03' TANGENT = 171.95' C725 260.41 405.00 257.29 582°33'20"E 133,42 30'45'48" ~ O U LJ.
FT. 1~4" ~ f~l" ~ RADIUS N( ARC LENGTH = 211.56' ARC LENGTH = 179,99' ARC LENGTH = 33123' C126 135.48 535.00 135.10 583°4746"E 68.09 14°30'26" I1J _,I Z Q RADIUS =408.82' RADIUS = 350.00' RADIUS = 500.00' C127 64.31 535.00 64.27 N85°30'24"E 32.19 8°53'15" ~ IJ,J ~ Z
1" PER 1' P }7, '~.BBAId ~ 2 LEVEL 21 C128 21.03 25.00 20.41 N73°50'33"W 11.18 48°11'23' I t) Z ~ ~ C
4' 7 3 ROLLING 2:1 3• H1llY 1-Yxt CURJE 5 C129 33.41 50.00 32.19 568°53'20"E 17.35 38°16'58" W W L CURVE 5 CURVE 10 C130 36.96 50.00 38.13 N24°t8'07E 19.37 42°21'77 ~ ~ ~ ~ .J
0'-5' PI STA. _ U ~ ~ C) PI $TA. = 18+61.86 PI STA. = 10+97.23 PIPI SCUR A 15 16+94.22 C131 34.40 50,00 33.73 N16°35'16'W 17,91 38°25'29" W . ~ > Q W W
2 d = 3T5 CH. BEARI d = 3755'13° D = 11'06'25° d = 95'4725' C132 38.02 50.00 35.25 N56'56'25"W 18.83 41°16'50' Q Q ~ J CH. BEARING = N23'W'05"E CH. REARING = 556'31'47°E CH. BEARING = 550'02'32"E Ct33 59.82 50.00 56.31 S6B°OB'46'W 34.07 68°32'47" d J m ~ a
TANGEM 0=6" ARC LENG TANGEM = 304.91 TANGEM = 97,23' TANGENT = 564.33' C13/ 21.03 25.00 217.41 N57°58'05"E 11,18 48°11'23" ARC LENGTH = 592.02' ARC IFNGIH = 193.85' ARC LENGTH = 852.65' Ci35 16.28 975.00 46.28 N43'12'i6"W 23.15 2°43'12"
RADIUS = 2" OF 5-9.5 A SUPERPAVI's ASPHALT MIX NCDOT SPECIFICATIONS RADIUS = 1000.00' RADIUS = 1000,00' RADIUS = 510,00' C136 39.73 1025.00 39.73 N42'5717W 19.87 2°13'15"
f 1 1 X11 (1F A(''C(' CF Q SA 1~T('Tl(1T CA1a('TT;f(''ATTf11~TC
, / + ,vvv va i.?u .i.rvi Ul LVll 1\.!]11V1U \ o.uv NI 'U.l! C138 40.57 50.00 39.47 N86'43'28"E 21.46 46 °29'25"
8" AGGREGATE BASE COURSE NCDOT SP 8 AGGREGATE BA ECIFICATIONS smc OR ABC C139 15.00 975.00 1500 N61'16'08"W 7.50 0°52'53" LEGEND 05-7
2 SE COURSE NCDOT SPECIFICATIONS SCALE.' 1 200' 0 IRON PIPE SET
s1HC OR ABC LOCAL RESIDENTIAL ROAD 00 EXISTING MONUMENT FOUND; NO, IRON ROD
RESIDENTIAL COLLECTOR ROAD 200' 0 200 400 UNLESS OTHERWISE DESCRIBED
DETAIL D MATHEMATICAL POINT;
DETAIL NO MONUMENT SET

TYPE 1 LEVEL SPREADER (010 = OCFS • 5CFS)
POOL POOL CHANNEL SECTION BASEWIDTH DEPTH BASEWIDTH
A 3' NOTE:
B 3' 1.0' ADDITIONAL RIW MAYBE REQUIRE m
C 2.5' o.a' TO ACCOMMODATE TAPERS TURN
D 2' 0.6' LANE S, AND MEDIAN ISLANDS. H
TYPE 2 LEVEL SPREADER (010 = SCFS • 10CFS1 W Q
POOL POOL CHANNEL
) SECTION BASEWIDTH DEPTH BASEWIDTH 50'-O"
A 5' 70' 50' TAPER NCDOT RIGHT OF WAY
B 5' 1.0; RE UIREO F '
C 5' 0,9 ( Q OR W LESS THAN 26 ) D 3' 0.7' ! 26') N 8.-0^ 2D-D" 6t-Dn ~~-Dn Z
0
TYPE 3 LEVEL SPREADER tQ10 =10CFS • 23 CFS) 10' SHOULDER PAVEMENT SHOULDER DITCH ~
POOL Pool CHANNEL R=30' R=30' SIGHT TRIANGLE
30' MIN. SECTION BASEWIDTH DEPTH BASEWIDTH (TYP ) „ FT 1/4" /FT 1/4" /FT n ~ 1 PER 1 P FT.
B 10' 1.1'
C 10' 1.0' PE 4• *SLOPE *51.0 •1
D 8' 0,7'
EDGE OF PAVEMENT EDGE OF PAVEMENT
STOP *_~eae~ M9~(, SLOPE 2 LEVEL 2r 1
m ROLLING 2:1 c0 N d• M N ~ o
I~ ~ HILLY i_%21 0'-8"
ILL ~ ° ~ EXISTING ROAD I~ ° EDGE OF PAVEMENT EDGE OF PAVEMENT
la o ZLL ,W„pWy y0 ¢zZm~Fx .J ~ w0 OpU3Zm
I~ Z W aFz~~~wao N
I~ o CHANNEL ( NOTE: PERMANENT DRAINAGE EASEMENTS MAY BE REQUIRED TO ACCOMMODATE DRAINAGE BEYOND THE RIGHT-OF-WAY. W Z yZZ'~Uy,OW~ a' UZ ~ 0 FY tn~~LLO USE FOR APPL N _ _ ~ _ Z ~ y EWOOD DRIVE c~ ~ ~ O Iwl. rx7 a) Z C J W
BASEWIDTH 1 I Y. QHZ ~ aWp ~aw=oN~
~Xlszt ~~+~I -•-I-I~- NG GROU I ~W ~ 3~om.~~3~~¢0~ a 3w~~az~omzQ~
ND I STBC OR ABC C7~~ i o~wupi~zy=~~~ 1 2 OFACSC SF 9.SA NCDOT SPECIFICATIONS a ~ o~=Z~ -Kw=LL
_ _ r•_...r--- TOP OF BERM TO 8E 1' MIN, ABOVE VAR, (.4' MIN. I Q F2UQp WNLLJQZ a ~ G g~~ ~~maa~o
~ ) R 25' z.2 ,y, I ECOMMENDED ROAD CONNECTION 2 8" AGGREGATE B ASE COURSE NCDOT SPECIFICATIONS ° o > N W W = ~p ~ ° ~ ~ ~
I amyl y0 a3Fq,z U Nz~zzN=>osi3
I t=7wg~3mzpo
I NEW LOCAL RESIDENTIAL ROAD OR RESIDENTIAL COLLECTOR R A
~ 0 D AND F O RESIDENTIAL C d OLLECTO o R ROAD o
EXISTING STATE MAINTAINED ROAD WITHOUT CURB AND GUTTER W N 7 r:
LEVEL SPREADER THRESHOLD IN BACKGROUND, STOP CONDITION ~ N N
LEVEL SPREADER THRESHOLD. FINE GRADE, LIME, SEED, & MULCH H ~ Na
SECTION ~~A~~ CHANNEL, SIDESLOPES, 8 BERM. ~ -x LL
LINE CHANNEL BASE 8 SIDESLOPES
N11 NORTH AMERICAN GREEN P300. SEE CHANNEL LINER TYPICAL a W
MAJOR t NTERSECTI ON INSTALLATION DETAIL. W W Z Q
m ~ ~
~ 5a'-o" W ~ > F- h m
ILLS ~N Im ° NCDOT RIGHT OF WAY w w Z
la a oa oY ~ J ~ 'S ~ Y ~ ~ ~
I~ Z 1 a-, ao0 0~ rn 6'-O" 18'-O" 6'-0" 5'-O"
I~ ~ SHOULDER PAVEMENT SHOULDER DITCH
POOL I BASEWIDTH 3' I GRADE AND COMPACT A LEVEL THRESHOLD.
" ~ ( SURVEY THRESHOLD, TO CONFIRM THRESHOLD 499i~19tT' p S•~0 n „ 30® C•~~t Gryt~(2 pg4
ExIS I IS LEVEL ALONG ITS' ENTIRE LENGTH. LIME, r~NG GROU I SEED, & MULCH THRESHOLD, VAR. 6'-0" „ 1/4 /FT 1/4 FT 044i s°°°°°~°m•4+~i~/~ `aB 1 PER FT. / 1 ^ P ~aB { 'a FT, m S~p~ oQ 9 n
~ ND a -0 5'_p" ff OP s° ; ~a OPE 3' *SL a e o
I PAVEMENT SHOULDER ~•~?-~-DIFFUSED FLOW OVER THRESHOLD DURING STORMS. WIDTH WIDTH *SL SE~~ m a ~ °
POOL I ~ I ° ; 54~ 8 ° oy'G°°tF' ~22 ~ .
DEPTH I M o, ~ _IE'66A(ty MdX. SLOPE 2
I }.25 LEVEL 2:1 pp°~ .25 R~~ e~~
FINE GRADE, LIME, ~ SEED, 8 MULCH LEVEL +.16 } ROLLING 2:1 a PA • HILLY 1_2;1 O,_
SPREADER & SIDESLOPES, SECTIONS ~~8~~, ~~C°, & "D" +.OB
0,02 -0.02
-0.08
18 ~ N
USE FOR HARVEST COURT, EMPIRE COURT, FIRESIDE LANE, CIDER COURT ~
^.2S CINNAM ~ ~ N ON COURT, APPLE BLOSSOM CIRCLE, & WINSTON WAY ~ m c
1 2" OF ACSC SF 9.SA NCDOT srec oR Aec ~ SPECIFICATIONS u,
5'-0" m
4' BASEWIDTH 2 8" AGGREGATE BASE COURSE NCDOT SPECIFICATIONS ~ ~ x ~ o~ ~
E
3 r 1' MIN. ~'1 _ = 0p U ~ ~I~M ~
V NNCp ~
DRIVEWAY TU iN~ C LOCAL RESIDEN TIAL ROAD - ~UN•~
RN4UT GRA DES FINE GRADE, SEED, & MULCH CHANNEL FLOOR & SIDESLOPES. ~ZM~
INSTALL 10' WIDE NORTH AMERICAN GREEN S75 LINER, SEE CHANNEL LINER INSTALLATION DETAIL. N ~ ~ L
ESTABLISH DENSE STAND OF 3" TALL GRASS. Q
SEE SEEDING SCHEDULE, 0~~~
6' WIDE TIMBER CHECK DAM. (IF NEEDED TO ACHIEVE 4% MAX. SLOPE.) P U `o ran o ' O N V
CLASS "A" RIPRAP 6" LONG X 4" HIGH X 6' WIDE. 4% MAX, (IF NEEDED.) 0=~
2% NP, 4% MAX.
2% IYP.
4% MAX, 2%~P' CARRY RIPRAP UP 1 MIN. 2' MIN. `~S.
Sp•
~Il SIDES OF SPILLWAY 1 MINIMUM NIMUM P
MIN. BERM ELEVATION FREEBOARD 30ARD
TIMBER AND RIPRAP CHECKDAMS ARE USED ONLY WHERE NEEDED TO F~Ojy KEEP CHANNEL SLOPES UNDER 4%. IF THE CHANNEL MAY BE BUILT MAX, STORMWATER CAPACITY ~ ~
FLATTER THAN 4% WITHOUT THESE CHECKDAMS, THEN THE CHECKDAMS 1/ 5 WASHED STONE ,
ARE NOT NEEDED, 3 MIN. S~ FLOOD STORAGE ZONE
SEE STORMWATER MANAGEMENT TABLE AND PLAN ~ 4' MIN A~ FOR REQUIRED LENGTH OF GRASS SWALES.
Ir y, ,~5. 2 \ V
TYPI 1.5' MAX. SEDIMENT DE A PTH L SWALE #1 RIP-RAP FILTER FABRI v~ Z
NOT TO SCALE. 8' MIN, -FILTER FABRIC d
BASIN IS TO BE CLEANED WHEN SEDIMENT REACHES THIS LEVEL i MIN, 13.5' 18' Z
15' MIN.
SECTION THRU BASIN AND FILTER M 0
EXTEND CLASS 1 RIPRAP 45' W V W
UP SPILLWAY SIDES'_OPES R/W ~ J
F~Ow 10' MIN. Z
'I 3,
1' MIN. FREE BOARD ~ t,
~ SED 35' 6' S' MIN
ptr lMfNi' 1, ~ VAR ' f' Q
3' 3 MIN. ~R ' W ~
rN e , 5 WA f ~ ER's # SHED STONE ..J ~ r J W ~ z
It~ll~l~lll~l~il 11 ~ 1~ 1 V W ~ ~Q Z W aq ~
7' TYP. WW >
~ ° -p N oa W 3 W
SECTION THRU BERM AND FILTER PERSPECTIVE VIEW 1" PER Fl: 3;1 ~ ~ Q F W C)
SLOPE a J fn ~ ~ ~
TYPE B
SECTION AA nnn trnr un
FILTER-BERM BASIN I- M-Ai r-%, I III V.
05-070
SYMMETRICAL CUL-DE-SAC DRAWING NO.
8

4-8' Diameter Rlprop Spillway
INSTALL ROCK OUTLET AT LOW POINTS ALONG SILT FENCE, AND IN LOCATIONS SHOWN ONTHE - i' Llln, 2.1 J 0 V o y O U. LENGTH 'i"~
PLAN, -III-~ O Q O d O Q a ao0ot_III_
0 O O u v v u u u 0 0 0 0- 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES STRUGTURAL STONE SHALL BE (CLASS "B")STONE I`I I I-~-I) a d o l7 0 0 a 0 0 a d d - , FOR EROSION CONTROL PURPOSES, o I-III-II DEEP O NOTE, ~ m NOTES: 6' oc MAx --t
= -X00000000000000000000 4 0 C- - - VER ADVERSE SOIL CONDITIONS, IF AVAILABLE. SEDIMENT CONTROL STONE -I I (-III-I , o d 0 - - SHALLBEN0.50RNO.57 Q 0 0 0 0 0 0 I-.III-III- I'" ° 3 0
NCDOTWASHEDSTONE. - - ~ 0 0 0 0 0 0 0000000000_ - - 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. i) TOTA (-III-I - _ II n _ _ _ _ 0 0 0 0 0 0 0 0 0 0 r-III=I I I I i) TOTAL DRAINAGE AREA FLOWING 1 0 0 0 o w
SILT FENCEWITHOUTROCKOUTLETSHASACAPACITY -III-III`I 0000000000000000 0 ~ - - 3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS FEN II I 0 0 I-III-III-I I I- OF114DRAINAGEACREPER100LFFENCE. _ ~ - 0 O O 0 a O 0 0 0 - - - - LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. FENCE MAY NOT EXCEED 1 ACRE. o ~ Q
SEDIMENTCONTROLSTONE III- 0 O O O 0 0 0 0 ~ - - 2 SILT III I I SILT FENCE WITHROCKOUTLETSATIO ~ ~ ~ ~ ~ • • ~ ~ ~ ~r1 fl n n n fl (1 n f'I-I (-III-III- ) O SPACING HAS , , , , , , , ~ , , I I ~S FENCE o 0 2) SILT FENCES SHOULD NOT BE S1
EXCAVAiESMALLPIT SEDIMENT CONTROL STONE ACAPACITYOF1120RAINAGEACREPER100LFFENCE 1r 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE USEI INFRONTOFROCKOUTLET. Front wew UNIFORMLY ANO MIX WITH SOIL (SEE BELOWe). ARF.P SILT FENCE Ezleting Channel Banks USED AT PIPE OUTLETS OR IN 0 AREAS OF CONCENTRATED FLOW ~ ~ ~ ~ f FLOW OF WATER ~ o
0 0 5. CONTINUE TILLAG (CBE (CREEKS, DITCHLINES, SWALES ~ ~ ~ ~ ~ RIP-RAP o a
a a ) EUNTIL AWELL-PULVERIZED, FIRM ETC SILT FENCE the downstream toe of the stone flRer must be REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. e~ SILT FENCE wider Than the top width of the spillway to ETC.} ~ I pVT o 3 ° P. 1 gTORPG~ o v
t8"MIN, prevent outflow eroding the channel 6onke. 6. SEED ON A FRESHLY PREFAB ~ EOIMENT o o ~ v)
ts" 3'MAx. ) ED SEEDBED AND COVER AFTER SEEDING. TO INCRE to"Mm. SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK PROLON( NG. Fop S o ¢ Z o p 0 INCREASE STORAGE CAPACITY AND oo En
' 3' MAX. ~ 18 MIN. Top of Berm or Channel 7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH, IS GENET PROLONG THE LIFE OF THE SILT FENCE, IT 3 i o ~ N
t2^if. 2' Min, SEDIMEN' IS GENERALLY ADVISABLE TO DIG A ~ 3 ~ w w SEDIMENT PIT IN FRONT OF YOUR SILT ~ ~ ~
tH 1' MIn. J U U FENCE IM1 FENCE WHENEVER POSSIBLE. PLAN o v
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR STRUCNRAL STONE J J U 0 0 0 0 0 0 L` Crost of Spillway EXISTING GRADE z
t' Dlometer woehed J 0 0 0 0 0 ~ RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE, IF TEMPORARY SILT FENCE Sione FlRer 1' Thick ~ ~ ~ ~ ~ 0 O n n C1 O ~ STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING 12 GAUGE 4"X4" OR 2"X4" WELDED WIRE TAIL DITCH o
o`'o°o°o°o°a° 0 0 0 0 0 0 0 0 ORIGINAL LIME, FERTILIZER AND SEEDING RATES. ,,uo°o°o°o°o,° 0 0 0 0 0 0 0 0 0` HOOKED ONTO PERFORMED CHANNELS ON FLARED END SECTION (LENGTH AS REQUIRED} z
ROCK OUTLET .,;~bao~o~g~° o o Q o a o Q o 0 0 0 0 0 0~. 3;, slope STEEL POSTS. (NO WOOD POSTS) ~ w a
o Qooooooo° 0 0 0 0 000000000000000 9. CONSULT CONVERSATIO o°o°o°oooo," 0 0 0 0 0 0 0 0 4 0 0 0 0 ) N INSPECTOR ON MAINTENANCE TREATMENT 0 0 0 0 0s" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED, RIP-RAP ULTRAVIOLET RESISTANT (BLACK) MIRIFI
UPSTREAM END OF n°nno00n°°n°°nno°°ro(?'0~0~0~01ti0000000000000~0~~s70~0~ STORM DRAIN OVERFLOW 00000000 1' Min, ~ FABRIC OR EQUIVALENT SECURED TO WIRE co un et M N o
Cutoff tronch Dackftlled with ~0~0~0~ APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ ° W/ METAL CLIPS OR WIRE AT 8" OFF
atone to Ue flher into ~ ACRE IN CLAY SOILS) ezleting ground and provent CENTER. FIOW ° ~ 0 2LL W°wy
NO :ALL PARTIALLY COMPLETED STORM DRNNS a t/3 PIPE tenure, FERTILIZER - 1,000 lbs. ACRE -10-10-10 ' > > DIAMETER / SHALL BE PROTECTED AT THE END OF p' Uln, SUPERPHOSPHATE- 500 Ibs> /ACRE -20q ANALYSIS Na CZZ¢~=
EACH DAY IN ACCORDANCE WrTH 1HESE p' ~ b• p~pl~, pe• • • n > • MULCH -2 TONS /ACRE -SMALL GRAIN STRAW S ~ WO~~OUQ°m MAX. SEDIMENT STORAGE LEVEL, REMOVE ECTI O N a w a F z~~ ~ w~° Vi ° FILTER FABRIC ° w z W°-° }Z~~~Uz
~ • • ' ' sECriorv ANOTHER -ASPHALT EMULSION ®300 GALS./ ACRE F SEDIMENT WHEN THIS LEVEL IS REACHED OR c ~ o ~D: k'> ~ oLLo N F -N' QFy~UF ° ° ° AS DIRECTED BY CONSERVATION INSPECTOR, RIPRAP ~ F ~ ~ ° LL v ~ > z ~ ~ w
° ES F w ~
BURY BOTTOM ~ SEEDBED PRE PARATION OF PLYWOOD TEMPORARY CH I t/' 6 - ~ ~~aw~>>aSo~ M o ° - ° ~ SEEDING SCH x z ~ go~~o<~°oaW ° EDULE
- ECK DAM I , ° • . , . _ . _ . _ TRENCH, COVER W/ SOIL & TAMP BACKFILL• ~ v~(•: ; i ~ ~ o z ~ x ~ ~ ~ SHEET DRAINAGE ONLY ( oz ar~o
3/4' EXTERIOR ( ) REVISED: 1-1-86) ~ ~ °zc=i~>>w~LLWa
PLYWOOD w - - - - NATURA Shoulders Sid U ~ awZ?o°a3aW~
OIL FENCE PLYWOOD INLET PROTECTION 3 _ L GRADE e Ditches, Slopes (Max 3:1) ~,~w~,Z~,og~=y , I CARRY APPROX.12" OF FABRIC INTO t ~ ~ w 5 ~ ~ m> °z o 0
O Z Z DATE TYPE PLANTING RATE
UPSTREAM END OF OVERFLOW ~ ~ STORM DRAIN ~ ° ~ N
N II II II iv - " A,ug 15 -Nov 1 Tall Fescue 300 Ibs/acre o °o
ii ii ii CLASS 1 RIP RAP(SEE SECTION THRU BASIN BELOW) - CARRY 6 OF WIRE INTO TRENCH, N Nov 1 -Mar 1 Tall Fescue 300 Ibs/acre ~
II II II e ~ 1/3 PIPE F( II II II p ~ > DIAMETER Ow N CV STEEL POSTS ®8' O.C. MAX..(NO WOOD POSTS) & Abruzzi Rye 25 Ibs/acre ~
I p. e Mar 1 - Apr 15 Tall Fescue 300 Ibs acre ~ N a - / ~ ~w
Apr 15 Jun 30 Hulled Common 8ermudagrass 25 Ibs/acre = " ~
WASHED STONE FlLTER . ~p'• "y C 1 IP RAP "EADWALL ACROSS PIPE INLET . ` IPNIPERT Jul 1 - Au 15 Tall Fescue and ~ TEMPORARY SI g 120 Ibs/acre LT FENCE
w ***Browntop Millet 35 Ibs/acre w ~
~ti ~ti I ***or Sorghum-Sudan Hybrids 30 Ibs/acre z ~
( ( HARDWARE CLOTH 4 / ~ z w ~ y,
s lllllllll li f , EDI~,~ ~/~~~'r ~ 5 WA D STONE. 1 THICK X H r~ 3 HIG MIN. Slopes (3;1 to 2;1) ~ F m
ENT STO RAGE AREA STONE FILTER INLET PROTECTION _ / w w z w
NOTES: Mar 1- Jun t o a o Y a Sericea Lespedeza (scarified) 50 Ibs/acre ~ ~ ~ Y ~ ~ ~ a~ am o~ cn
A, WASHED STONE PAD TO BE 50'L X 25'W X 6"TH MINIMUM. &
PIPE INLET PROTECTION IF THE ADJOINING ROADWAY IS WIDER THAN 25', THEN (Mar 1 -Apr 15) Add Tall Fescue 120 Ibs/acre THE WASHED STONE SHALL BE AS WIDE AS THE (Mar 1 -Jun 30) Or Add Wee in Love rass
ADJOINING ROADWAY, P 9 9 10 Ibs/acre ,,yet
B. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE (Mar 1 -Jun 30) Or Add Hulled Common 8ermudagrass 25 Ibs/acre ea°~~ F~~p~ CAR+~ , ~a TRUCKS IS TO BE PROVIDED. Jun 1 -Sep 1 ***Tall Fescue and l~
PERSPECTIVE VIEW 120 Ibs/acre o~ ~ ~ °,e ~;~e C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR ~ ~ ~ESSjQ po y
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. Browntop Millet 35 Ibs/acre a 8,
D. MUST BE MAINTAINED IN A CONDITION WHICH WILL *"*or Sor hum-Sudan S g Hybrids 301bs/acre ~ ~~~.j, PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO ~ ~
TYPICAL CHANNEL LINER INSTALLATION AREAS TO BE DISTURBED sEOIMENr sroRAGE (CUT, FILL, ETC.) PIPE INVERT Sep 1 -Mar 1 Sericea Lespedezo (unhulled-unscarified} 70 Ibs acre ~ STREETS. PERIODIC TOP DRESSING WITH STONE /
FLOOD STORAGE ZONE RIP RAP HEADWALL WILL BE NECESSARY; KEEP SOME HANDY. and Tall Fescue 120 Ibs acre sp tr / ~ ~ ,ep E. ANY MATERIAL WHICH STILL MAKES IT ONTO T Nov 1 - M , F~ ~ ~x'
~1 HE ( ar 1) Add Abruzzi Rye 25 Ibs/acre °q, ~ a*~ ROAD MUST BE CLEANED UP IMMEDIATELY, aeD R~ti
NATURAL a! A '
1 5 3' GROUND (30 cm) ~0{y ~ 1 5 FLOW-~
FILTER FABRIC
NORTH DIMENSIONS ARE CLASS 1 RIP-RAP ~Py pp0 Consult Conservation Engineer or Soil Conservation Service for ~
AMERICAN (tSScm) MINIMUM ACCEPTABLE #57 WASHED STONE / UNLESS OTHERWISE GREEN MAX. SEDIMENT DEPTH(CLEAN OUT POINT R additional information concerning other alternatives for vegetotion of ~~~G H o
) ~'I NOTED• ) GRAVEL & RIP RAP FILTER BERM BASIN DETAIL J ~ 2. 4 Q IS DESIGNED TO PROTECT EXISTING PIPE INVERTS ~p~ denuded areas, The above vegetation rates are those which do well under ~ ~ P~ local conditions; other seedin rate c ~ N
J' ~ (i5 cm) SECTION THRU BASIN FILTER A ~ ,J ~ ND CULVERT PIPE THAT DRAIN 10 ACRES OR LESS. g ombmations are possible. = M
:ti . • SO' MAN ***Temporary -Reseed according to optimum season for desired ermanent W ~
' p ~
• • 15 cm TEMPORARY ( ) HORSESH OE INLET PROT C vegetation. Do not allow temporary cover to grow over 12" in height before ~ v
E TION ~ r ~ ~ mowin otherw' _C r- X g, ise fescue may be shaded out. p ~ ~ ~ U) t1 ~
ARC F ILTER 3 . 1~ ~ / y w ~ p
" SEEDIN = G SCH EDULE 6 MIN p ~ ~
~ ~ f ~ • ~ (10 cm) 5 U to ~ M a~ ,tip ~
NCDOT #5 VEGETATED MAT LINER NORTH AMERICAN GREEN P300 PH3 Q N M C
r ~ . WASHED STONE ALSO SEEDNA BERAIUDAGRASB SUM ~ ~Z~
YARABU: ~ L ^y NOTES; APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS ~ v~~ E
' 5cm-12.Scm) 11 UNTIL SITE IS STABILIZED. FREQUENT CHECKS OF Q• ~ p~ ~
,1^~ • 1~'1 • 1 SECTION 1 • . Steel Fence Post 0 THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED. Namnal U O • • W P I - 1=i O N U
' Wr F ! e ante • Fllter Fabric - TEMPORARY STO I o - NE CONSTRUC - i - _ _I I I_I TION -
Hardware Cloth on Ground III_III_III_ _ >o - - .i _ _ _ _ _ _ _ _ i I_i I I_I i ENTRANCE EXI ii---------- -_=1-
~ Filter of 1 "Diameter T - -i I I_I I I_I i l_I I I_ _ - III _III_ __I i - . _III III -I I 1=111=1 I I-1 I I-1 I wPom - _ _ _ _ _ _ = I-
Washed Stone IIIIII_III_____ _ ~ III III III III I 1=III-1 I1=1 I 1=1 = . _ _ _ _ _ = 1-
i. PREPARE SOIL BEFORE INSTAWNG BIANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: I 111 11 I_I I I_I i I_ I _ _ _ III III I I=i ~ I .III- =1 i I.
WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA, CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN, III_III_.II_ _ _ I. III III II n-t I I-III-I I I-
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 8" (15cm) DEEP X 6" (15cm) WIDE TRENCH Bury Wfre Fence and Hardware Cblh I) ~ sPREAnER DErwL -CROSS secnoN
WTTH APPROXIMATELY 12 (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE B BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH, BACKFILL p-~ a
AND COMPACT THE TRENCH AFTER STAPLING, APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12 (30cm) PORTION r , ^~~$°~°~~Q°°4r••~'°e::~2~g1t~s;o,rge~;~~ e,~s~oom>np OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES r"TM ~ ~mumT-u BAFFiTS ADDED N PROVDE NEANOER~+~G VAn~.V < gE-,~y ~ POCK.
SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. ~ tin rRwv>~c c'stsui PATH t1F Sd'GENT-iA]EN EU'!CF% 4 • ? • nIPDUQI 7HAP 10 uApM'~:C fl~',4 lQl^iH /F ~CJC PC;T< ATE NCT ACCFPTABIE. / . . . ~ . ii~~ A,~YI TRAPPP.6 ETFIJE1.Cr, ~1 VEGETATED •TRAW91K1N • ? v .
3, ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WTTH APPROPRATE SIDE rb AGAINST THE SOIL SURFACE, ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES DiV4kS0N Tp 06RABE • • • A' ? • • a
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE, WHEN USING OPTIONAL DOT SYSTEM", STAPLES/STAKES ? ? O a?• v?• ? • v
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. ~ ~ Z
4. PLACE CONSECUTNE BLANKETS END OVER END (SHINGLE STYLE WTTH A 4"-6" 10cm-15cm OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" 10cm ) ( ) ~ Na °711cN 'n''~ Aem`~ ( )APART AND 4 (10cm) ON CENTER TO SECURE BLANKETS. yr nrw~ ,v,n ` , ~ • • , • ~ ? STABIU2ED
5. FULL LENGTH EDGE OF r'>:~``" s':»i~;~~~i;•'"~'^;i;;;,,'>::I>::<` ;'.':a~~~~ ~,-~ucncl~s Ton wsruUncu• BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY J • ROPE
12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING, ~ ^ - . " Sllt . n . • •
6. ADJACENT BIANKETS MUST BE OVERLAPPED APPROXIMATELY 2 -5 (5cm-12.5cm) (DEPENDING ON BIANKET TYPE) AND STAPLED. Fence Silt TO ENSURE PROPER SEAM AUGNn ENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP} EVEN Fence "
WITH THE COLORED SEAM STITCH ON THE BLANKET BEING OVERLAPPED. E nd Fllter Fabric Here ~ '.I ~ W
. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m-12m) INTERVALS. USE 4' Mtn. '
A DOUBLE ROW OF STAPLES STAGGERED 4 (tOcm APART AND 4 tOcm ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. -I ( ) . • • ~dJ
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES STAKES APPROXIMATE Y 1 IN A 6" 15cm DEEP X 6" 15cm WIDE TRENCH. BACKFl / L 2 (30cm) APART I ' ( ) ( ) LL AND COMPACT THE TRENCH AFTER STAPLING. ~ ~ J ' ,
A ~ t L: . t NOTE: , . ~ ' • ` ~ OF ~
B C * TAP CRTTICAL POINTS HORIZONTALS LE SPACING SHOULD BE ALTERED • D~J_4SOx5 AND SHAPE ~ iRAP AVD ~ ? . • . r • . . . . ~ LL wn~Ee e~ BaRtFS vAr vAm fxcv IElfl. SPREADER DETNL o 0 ~ ulusrt:anc'~ PFfEA ~D scxFnu~E FnR
IF NECESSARY TO ALLOW STAPLES TO SECURE THE A. OVERLAPS AND SEAMS ~ ,t.:
B. PR CRITICAL POINTS ALONG THE CHANNEL SURFACE. ; , , C, CHANNELED WATER LINE y< , ~ , r , • ~ • ~ 0 ? COHSTRUCnCN SPEgFlCATIONS a/ ~ 0
A BOTTOM/SIDE ee IN LOOSE SOIL CONDmONS, THE USE OF STAPLE • . SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6 15 cm MAY B n • ~ ' 1. THE NATIIND SHCUID BE A NMDryH OF 4-F1. 1MDE EXIENDNO 0 INCH ~ O ~ U ES OVER THE UP AND BURIED W J Z • ! P7CHES DEEP IN A V4tnCA1 TRENCH DN THE LOXfA EDGE. THE UPPER EME SHOUtD BUTT ADARIST SH001HLY CUT SCD AND BE S:CURELY HE1D IN PUCE Mni CLOSFlY SPACED HEAVY DUtY ~ V W ~ Z
BE NECESSARY TO PROPERLY ANCHOR HE B NKEiS. oh ounr aur.EO m TM; nv~e~re C7AVEH R?CI! 1'.F. CI'~! EN7 Of 'iE UST C Top of Sift Fence euFlS ro ,iu~u iE new :alcM rno WRE STAPLES AT LEAST 12 INCHES LDN0. NOTE: USE FABRIC THAT IS A7 AST 4' LE ~ EN~AT n+E SPAEADFA lR IS IEVFl FDA UNDlWN S°REACINO DF sTDRH RUNOrF Z ~ ~ ~ 0
Beat least P Must I a ,~,•o_h;- G,.,r•,~Y. 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725 the T Above y~ r IND~f TO CONSTRUCT THE TRAP SO THERE ~ ~ SPREADER oN UNDISNRBm 9dl ((NDT DN ~{7~ ~ uJ J _ TRAN5n0N ~CiIDN FAdI THE gVER4QV CNNlN•EL TO BLEND SMOOTHLY 1D ~ ~ ~ IS ENW6N TO BURY THE BOTTOM AND THE wDTN u+D DEPiN aF TxE SPREADLR. ~ (n
op of the Washed ~ sLr ~>,cL otnEr. USA 1-800-772-2040 CANADA 1-800-448-2040 Sl BU Wire Fence. ~ m ocrFns rrn - www.nagreen.com One ' Flit~r Fabt kanawu n~rosutincu. _ _ ~ t~ o Q sLr FFHCE oenEr. ~ CREATE SIDES A7 IEASt 3' HiGy. a as°ERS< RuwfT PR011 THE SPREA?FR ACROSS A PADPLRLY STABIU2FD SLOPE NDT 70 E%CgD L W AEDInONN~n'FOALIAtID~.N. 0. IWETfAT~F1.Y MFR ITS CONSTRUC~TI~O ~APPAO tlAD1HYiD KEEP FT.DW fR011 CDNCEWTNAnH0. ~ ~ Q W E- O
k, and Hardware AREA o< 1NE S~+EAOFR. TEL SFID AND MULCH THE ENnRE DISNRBED ~ Q ~ F W /y
Steel Fetxe Poet Set Max, 2' Apart Gloth in Trench FIy)LfSl! lllnstnuon o! i Sil1 Feace Outlet. a -I 00 ~ O W CONSTRUCTION PARAh1ETERS
TI'PE-~ SEDIMENT TRAP TYPE E;NTRANCEWIDTH DEPTH ENDWICiH LENGTH DESIGNFLOW P
(~IGTRI K`TInAIQ Ana nlT~u 1 l~l~o ,Y_n~_. ~ a ,n~ ~ I ROJECT N0.
n w 1 1 1vv 1 IVI 14V 1 VI 1 VI 1 VI 1 6-11 ,16-1 1 u,u lu 0.7U GF5 - B 16' 0.6' 3' 20' 10.20 CFS
C 24' 0.7' 3' 30' 20.30CFS 05-070
TYPE A BASIN TYPE A BASIN
DRAWING NO.
LEVEL SPREADER 9
(PERMANENT)

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m
w
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I ~`i~ ~ ~ ' ~ © SE ONE ~ r ,.fir , , ~4 ~ ® ,A ~
PIPE #2 ~ ~,V ~ , WATERSHED ~ ~
~ , 0.19 AC.. ~ . O W
31 W N
~ ~ ~ _ ~ O U ~ N
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% i/;' i , PIPE #1 ~ . O 0. a- Q Q
~ ! A i ~ WATERSHEU~ _ laJ o ~
' i%, 1,,~ 0.33 AC. ~ J~a ~a
I i ~ ~ A rr~^w~ zw v, Uw 3 =
~ ~ ~ ' i Z u, ~ ~ W o ~
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f ~ i i ~ WQ
1 ' I ~ ~ ~ 1 r ~ ~ ~m a ~
1 PROJECT N0.
` ~ i ' ~ ~ \
1 ~ 05-070
~ DRAWING NO,

VICINITY MAP
IMPACT#1-ROAD (PHASE 2) m
SEE DETAIL \ ~ ~ N
\ f y. Griv°m W
\ \ J~, ~ Q
0 `S
NE \ J,--~ ATHER LA ~0 L - A
\ \ ti F ~ ~ 2 0 v
\ o ~ ~ ~ SITE
0 ti~ ~ ~
\ ~ ~ W *„3~~~~~~,. f4
\ ~p Q ~ W~ 0 Z~ _ Q~ z N
\ \ a \ F~ J p \ \ \ \ 0 y c.,.~,a~ ~ O
IMPACT #1 -ROAD q~0 (PHASE 2) N~ TTERFLY CIRCLE \ \ \ \ L1I Z W Z W
SEE DETAIL U ~0 `5~ I ° . ~ 50' TAR-PAMLICO \ \ S~, ~ u~ Io _ 'h,
STREAM BUFFER ~ RF Q a \ EACH SIDE OF ~ Q q2j ~ W ~ a W ~ 4
\ CREEK ti ~ j a a - r
'i'~ \ \ PH ~
ASE? 50' TAR-PAMLICO
PH RIPARIAN BUFFER \ plp ASE 1 EACH SIDE OF STREAM ~ o° PIPE #3 NOT TO SCALE ~p ~ ~ ~ N ~ O
DAISY LANE ~ + 86'I ~ INV 86'L 30" RCP @ 4.65% INV. IN = 434.00
\ \ r INV INV. OUT = 430.00 z' w o w OLL Nw=N
~ STi STA 14+84.54 ~ N o ~ z z _ ~ zz~oowmo> W a~z~W~aao
~ 6~ HASE 2 CLASS "1"RIP RAP APRON THE CONTRACTOR MUST LIMIT STREAM DISTURBANCE AND EMBED STREAM CULVERTS ACCORDING TO THESE PLANS. ~ > v ~ ~ z ~ w 0
GF9 PHASE 1 ~ ONE 20'L x 8'W x 24" Th IF STREAMS ARE IMPACTED BEYOND WHAT IS SHOWN THEN THE PROJECT MAY BE SUBJECT TO BIG MITIGATION FEES o z o a ~ N ~ i a ~ o LL o ~ FROM NCDWQ ANDIOR USACE. F-z ~ ~ w LL ~ ~'a w w o a ~
FTQ i ~ M ~ V ~ 3~~a~3f~"~'r
~i>r a ~ \ F'~C7 a ~~aaaz°omza ~ ~ THE CULVERT MUST BE EMBEDDED BELOW THE z o w o ~ ~ o a o N m
50' TAR-PAMLICO STREAM BUFFER \ 20 \ STREAM CHANNEL, TO ALLOW AQUATIC LIFE PASSAGE. ~ ? Z ~ ~ o ~ ? x ~ ; LL \ \ ~ a ~zczia~Z~~~ao \ \ MIN. EMBEDDED DEPTHS AREAS FOLLOWS ~ ~ ~ + _ w
EACH SIDE OF \ m ~~aJ>~~aa~o \ \ 0 Z oaoss~~~zNF
CREEK \ I CULVERT DIAMETER: MINIMUM EMBEDDED DEPTH: ~ > m w W m o J ° s° \ \ ~ a(~NZNO a~+WfY
ZONE \ \ 18"OR LESS 0.3' U ~'zuz~z°iosu~'i
\ \ ~ 30" 0.5'
1 \ \ 36" 0.5' w o \ \ ~ 20 \ ~ ~ 42" 0.71 Q N
\ \ ~ v HF ~ \ V v 48,' 0.8 ~ ~
URT ~ 1R~S CO 2 \ ~ \ ~ 54 OR GREATER 1.0 ~ ~ \ \ ~Q
P E \ \
SITE MAP 5b' R/~V ~ \ ~ O~F2 \ \ H ~ ~ ~ \ ~ _ \ U
n = i I 1 400 ~ \ ~ ~ \
\ w w
\ \ z Q \ ~ z
~1 r \ \ \ w ~ }
\ U U Z
\ \ I;a ~Y a w \ 3 ~
I \ \ a ~ n. m o ~ cn
IMPACT #1
1"=40'
~ c~~
TREE PROTECTION FENCE
(OUTSIDE OF CHANNEL)
r~
TREE PROTECTION FENCE (OUTSIDE OF CHANNEL)
RIPRAP APRON MUST CONFORM ~ \ ~ ~
TO EXISTING CHANNEL AT END y (fl ~ ~
OF APRON, SO THAT NO GRADING i ~ ~ N
IS NEEDED BEYOND THE APRON, C_ ~ r
EMBEDDED DEPTH DO NOT C O
1~ DISTURB \ BEYOND 50' TAR-PAMLICO W ~
DO NOT \ RIPARIAN BUFFER FENCE. _y DISTURB OtiF EACH SIDE OF STREAM ~ C X
RIPRAP APRON ~ 2 BEYOND O ~ t6 ~ ~~LL ~
FENCE. 20 do h ~
NOT TO SCALE. ~ ~ ~F~ 0 ~O ~ U ~Nro a~
SEE PLANS FOR ADDITIONAL INFORMATION. \ LNG C
~ \ ~b S , CULVERT LENGTH RIPRAP LENGTH \ S ~ M
ZpN 20 ~ ~ F~ a~UM ~ ~Z~ cU
TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH \ a ' i_L~~' A Q.
~ ~o F~ zp STR ~ F oo~E z
tiP ~ Fq \ 2 D U~NN
TAT STREAM CROSSINGS ~ ~ NCDWQ REQUIREMENTS. IMPAC S a O N •V ~ O p3
~ " ~2~
~ PIPE #4 _ 78'L 30" RCP @ 5.13%
a INV. IN = 430.00
INV. OUT = 426.00 STA 23+05.24
' CLASS "1"RIP RAP APRON
20'L x B'W x 24" Th
a,
-h
Z
~ ~a , p \
U
O V! Z
} 02 ~
~ - Z
2~, ~ 0 0
\ ~ ~ m U 02 W
~ p2 j c`; ~ J
J_
~ ~ (n > a. o~ Z Q
~ _ ~ ~
MS AND WETLANDS IMPACTS TABLE Op v ~ \ ~
FFER ' ~ ~ h° STREAM BU ~ P _oa ~ ~ U
SANDER DISTURBANCES: WETLANDS ~ pQ STREAM M ~ ~ ~ Q~ Q v WO
IMPACT TYPE: LENGTH: ZONE 1 ZONE 2 DISTURBANCES: CONSTRUCTION: Q a \ J o ~ ~
1 INTERMITTENT STREAM 115 LF 5.835 SF 3,135 SF N!A ROADICULVERTIRIPRAP 2 INTERMITTENT STREAM 105 LF 5,056 SF 3,032 SF NSA ROADICULVERTIRIPRAP ~ \ w z _ (n v w ~
z~
NOTE, STREAMS AND WETLANDS PER SURVEY BY ACCULINE WW oa ~ N W U 2 ~ 0
IMPACT #2 ~Q w ~
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1"=40'
PROJECT NO.
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UJ-U ( V
DRAWING NO.
13
l

LEGEND S' ,4 J }
IMPACT #2 s k Gricwm '~i m 3
(PHASE 2) SEE DETAIL 4r 4~ i '+1
?z k' 3 x W
.r A _ ~
VICINITY MAP
SF SILT FENCE RIPRAP DISSIPATOR APRON NOT TO SCALE SITE
\ IMPACT TO BUFFER ZONE 1 BASIN SEDIMENT TRAP ~'A,wu~,~~,,
DIVERSION DITCH BASIN
CHECK DAM ~s ~ / N sF sf SILT FENCE ROCK OUTLET ~ ~
R gf ' z ~1~4kI'il: ~I I. fir. 0
CONSTRUCTION LIMITS t: °a iQ wJ1 LEVEL SPREADER N
IMPACT 1 r • Jh,/M r ~ N ~ w
IMPACT TO BUFFER ZONE 2 (PHASE 2) N r' ~n IL K h. ''o.
SEE DETAIL 50' TAR-PAMLICO < - a
STREAM BUFFER EACH SIDE OF ;~v J
CREEK ~ ~ fi V
\ \
\ \ PHASE? `
\ \ \ M (0 lQ ~ N r O
PH,y \ \ ~ SF ~ \
\ ~ 2
LEVEL SP~ADER #3 Q N ~ \ m I T w w ZLL W~ N 0o mwF=
\ \ CL w~J00w~Zm
RASE \ \ \ ~ ~ W >UpUF•Jf1JWUZ 448 N z o a~N~>QN~ogo
\ ~o ~ W PHASE1 ~ \ ti Z tc \ z QF z ~ ilmwma>zmJwq~ =0~t1aww0a
\ \ ~ ° ~ \ J ~~`0 J 3~aW J3~tt5'ia ~v ¢ ~WFaaz~oma
c` ti° ~ Q . \ o ~ ti ~ ~ 50' TAR-PAMLICO \ \ F~ _ W 2 i ' 446 ~OZ z o°zw~~z°i°ws
STREAM BUFFER ' _ ° ~ ~ ~ ~ ~~a 3 zm=o~+~xw~LL ~ rttJ ~m 2 N ~p ~ ~ o2~¢¢zWW~6QZo
EACH SIDE OF \ \ ° \ \ a CREEK ~ ~0 ~ Q 0 Z 0. Vi a ~ 0 a cu 0 z oao~~~FoiyF 444 ~ a U 0 '>mNWNoJ oma
\ \ ti \ w~ F, = a ~ M a Ci h U awZZO°paa=U
\ \ \ Q ui + c; ~zvzziz>OZw U ~ d e t~~W5+3mzoo
~ ~ \ o \ ~ m ~p ~ F+: W 442 w w ~ U
~ tiF \ ST PC ~ 'P ) 15+56,89 ~~e Eq <Y~ \ ~ y, ~ F 41 Q CO
~5 - \ k' m O O
\ 440 ~ N ' ~ et
SITE MAP ~ \ O
\ ~ = LEVEL SPRE n_ i i \ LEVEL SPREADER #4 •2.0 o U ~ ~ 438 7j ~ _ ~ LL o
~ 1 50' TAR•PAMLICO ~ ' ~ p pINISHE GRA~~ _
R ~ ~ \ PIPE #3 IPARIAN BUFFER EACH SIDE OF STREAM ~ , \ ~ H 104 LF Of 48" CN -PIPE #3 pROpOSE ~ ~ U T a 104 LF OF 48" CMP @ 2.06°k 436 w ~
F~ ~ _ F~ r~. \ \ INV. IN 427.83 INV. IN = 427.83 w ~
SA , - , INV. OUT = 425.6 INV. OUT = 425.69 ~ ?
\ { CLASS B RIP RAf ~'~0 y \ q \ " ~ ; ~ ~ FILL SLOPE. 2:1 CLASS B RIP RAP: 24' x 12' x 18" ~ Q z FILL SLOPE: 2:1 ~ 434 , ~ ~ m
TREE PROTECTION FENCE TREE PROTECTI N F Y:' \ ~ ~ STABILIZATION: c 0 ENCE ~ \ STA: 14+84.54 STABILIZATION: GRASS U U z ~0 ~ ~ i w w w
(OUTSIDE OF CHANNEL) (OUTSIDE OF CHANNEL) ~ \ ~ TA. 14+84.54 i~ ~ 'p ~ ~ U Q~ ~ Q
'o ~ ~ . ~ ~ \ ~ ` ' ~1JF 432 Titi ~ a ~ a W o ~ ~
RIPRAP APR N ~ I \ ~ 2 ~ 0 MUST CONFORM ~ ~ ~ ONE 2oti~ v ~ h;j, c,~ ~
TO EXISTING CHANNEL AT END ~ ~ ~ ~ ~ 2 \ 2 \ OF ~ ~ ~ BOTTOM OF \ \ ~~ENh wgIEA EXISTING STREAM
OF APRON, SO THAT NO GRADING I ~ ~ IS NEEDED BEYOND THE APRON. ; ~ \ \ N~DSAtl09i Gy ~n- 430 _ \~Illunuuhrrh
2pN~ DO NOT EMBEDDED DEPTH \ ~ ON \ \ ~ ~ n' ~i ~ •~r`zA, ~ 1
~ " DISTURB \ ~ , ; ~ \ \ PR'DPO:iED F1PE #3 ~ ~~~'•,Y - _ ~ . \ \ ~ 428 ~ ~ 48"CMP
BEYOND D v sTA:1a+~aa 5r SEAL . \ ~ - -
FENCE, RIPRAP APRON N S. 3 DO NOT Z + ~ ~ 20 DISTURB ? ~ NF / " - ~ ~ INV IN~, 42783 = _ v ~ . ~ ~ 15456 ; F1 ~ _ 426 INV OUT 425.69 ~~'r•, ~/7~,
BEYOND # ~ ~ ~ ~ ~ 104 LF (Jr, 2.0E /o ~
FENCE. ~ P ~ \ 0.8' • EMBED ED DEPTH. MENDATO Y '~QI,CI ~ \ S ~ \ AQUATIC LIF PASSAGE PROVISIO P~
NOT TO SCALE. I \ ~ \ ~ SEE PLANS FOR ADDITIONAL INFORMATION 5 , I ~ ~ 20N \ \ 424 P 111 \ \ 11111111
~ F? \
RI ~FVE ~ \ CULVERT LENGTH RIPRAP LENGTH ~ C SPR \ \ \ ~ \ cN7 ~ NIA N M M ~ M ~ \ a,a as as as as
I 20, 1. NT EgOER ~ TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH ~ ~ \ ~ 14+00 15+00 16+00 ~
Z \ r
~ \ \ \ ~ (00
NCDWQ REQUIREMENTS: IMPACTS AT STREAM CROSSINGS ~ Q m ~ ~ ~ ~ N
PIPE EMBEDDED 1.0' TO ALLOW PASSAGE FOR AQUATIC LIFE ,ix ~ \ C ~ \ \ \ _
e im 5 6 ~ S d erYt Basln # 1 2 3 4 7 8 ~ \ \ \ C ~
IMPACT #1 -PLAN V Drains a Area= D.61 0.28 0.71 0.36 0.22 0.19 0.20 D.18 -PLAN VIEW \ ~ ~ ~ _ W IMPACT #1 PROFILE m
Tc min = 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 SCALE: 1 = 40'
110 (inlhr)= 7.50 7.50 7.~ 7.50 7.50 7.50 7.50 7.50 1 - 40 HORIZONTAL S A " _ - ° ~ ~ C LE. 1 4 ~ H E
C = 0.75 0.65 0.65 0.65 0.65 0.65 O.fi5 0.65 c
Q10 (cis} = 3.43 1.37 3.46 1.76 1.07 0.95 0.98 0.89 ~ ~ V NCO ~
Min Re Surface Area SF = 1,494.65 594.59 1,507.72 764,48 467,18 411.97 424.71 386.49 \ ( ) :~O ~ ~NM.~
Basin Dimensions - 50k30k3 30k20k3 40k38k3' 35k22k3 25k19k3' 25k17k3' 25k17k3 20k20k3 \ yxo o ~ m yx~ ~ U ~ O
Surface Area Praaided{SF)= 1,500.00 600.00 1,520.D0 770,00 475.00 425,00 425.00 400.00 ~ ~ ti 'L ~Z~ ~ L~~~
Min Re Sediment Story Volume CF = 1,098.00 504.00 1,278.00 646.00 396.00 349.20 360.00 327.60 \ q 9e { ) ~ ~ omrnS a~~ E
(1800 ct7ac) x (Drains a Area ~ \ 5o' TAR-PAMLICO ~ ZO RIPARIAN BUFFER F s~, oa°'~
SedimentStora eVolumeProwded(CF)= 4,500.00 1,800.00 4,560.00 2,31D.00 1,425,00 1,275.00 1,275.00 1,200.00 \ EACH SIDE OF STREAM 9 UO~cn
\ ~F? \ LEVEL SPREADER #7 ONU ~ \ ~ ~ 0=~
Level S reader # 1 2 3 4 5 6 l 8 \ ` 0 5~ _ ~ ~ SOH ~ ~ DralnageArea- 3.89 0.28 0.90 1.09 0.63 0.30 0.30 0,20 ~ F~ ~ \ ~ A ~ ~2~
\ ~ Tc (min} = 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 ~ ~ ~ yF :5F ~Ax i
- \ o \ P~ 110 (inihr}- 7.50 7.50 7,50 7.50 7.50 7.50 7.5D 7.50 \ ° ~ ~`~3 ~ ~I
- 0 0.5 \ ` ~o \ C - .42 0.65 0,56 2 0.43 D,62 0.54 0.62 ~ \ tiF o ! '
Q10 (cfs} = 12.25 1.37 3.78 4.25 2.03 1.40 1.22 0.91 ~ ~ ` x° LL \ \ 440 _ LL PROP m 05~
Min Req Length (LF} = 159.30 17.75 49.14 55.26 26,41 18.14 15.80 11.87 ~ \ d F~ ~ - ~ ' Frbls yE
(13 x Q10} ~ oN \ R F ~ 438 ~ D GRAD F
2 -~i \ \ ~ j Q' ~ ~ ~ \ ~ ~ z g
\ ~ ~ ~ ~ W z
PROPOSED PIPE DATA TABLE ~ y`` ,r'' ~ 436
DRAINAGE DIAM. & EX. TOPO @ EX. TOPO @ PROP, INV. PROP. INV. ~ r~ / LEVEL SPREADE PIPE AREA Cc Tc 125 Q25 MATERIAL LENGTH SLOPE V10 RIPRAP -CLASS INV. IN INV. OUT IN ELEV. OUT ELEV. ~ ~ - ~ ~ / -LEVEL SPREADER #8 434 ~ rr U
3 11.87 Ac 0,41 5 min 8.5"!hr 41.13 cfs 48"CMP 104 LF 2.06 % 7.95 fps 24'x12'x18" B 428.63 426.45 427.83 425,69 ~ ~ PIPE #4 VJ Z PIPE #4 i i
° ~ , ~ 4 13.18 Ac 0,40 5 min 8,5"lhr 44,57 cfs 48 CMP 96 LF 2.30 /0 8.46 fps 32'x12'x24" I 423.74 421.53 422.94 420.73 ~ 96 LF OF - o ~-1~ li 96 LF OF 48"CMP @ 2.30 /a tp~ -
LEVEL SPREADER #5 M'x~ ;5 INV. IN = 4 \ ~ - _ ~ INV. OUT INV. IN - 422.94 432 / Z INV. OUT = 420.73 ~~O ~
\ ~ ~ i ~ ~ ` CLASS I R CLASS I RIP RAP 32' x 12' x 24" O
• STREAMS WETLANDS AND BUFFER IMPACTS TABLE ~ i ~ \ FILL sLOF 5 \ ~ .r \ 6 \ STABILIZP FILL SLOPES: 2;1 ~ ~ ~ MU . F ~ W STABILIZATION. GRASS 430 W
~ ti ~ b ~ STA23+0° STA 23+0524 ~ - J I J
STREAM BUFFER \ ii r > d VJ
DISTURBANCES: \ \ \ STREAM MEANDER WETLANDS ! ; IMPACT TYPE: LENGTH: ZONE 1 ZONE 2 DISTURBANCES: CONSTRUCTION: G~ ~ 428 ~ Z Q
1 INTERMITTENT STREAM 148 LF 135 F NIA ROADlCULVERTIRIPRAP 4 P ~ \ \ 6,49421 SF 3, S ~ ~ ~ a r B TTOM OF Q _ ~ ~ STING STREAM Ur ~
2 INTERMITTENT STREAM 148 LF 5,415 SF 2,985 SF NlA ROAD1CUlVERTIRIPRAP
\ ~0 ~ 426 ~ F- o~ ~ ~ _ G a U
\ ~ Z~ \ 0 d r ~ ~ _ Q 3 a Q Wo
THE CONTRACTOR MUST LIMIT STREAM DISTURBANCE IMPERVIOUS DATA: titi \ a 424 ~ ~i ~ ~ 0
AND EMBED STREAM CULVERTS ACCORDING TO THESE \ c' TOTAL TRA TAR A: 171 + . _ ~ \ 0 PLANS, IF STREAMS ARE IMPACTED BEYOND WHAT IS P C E +AC ~ ~ ~P 2~ ~ W J z PRO OSED PIFE #4 ~ W ~
SHOWN, THEN THE PROJECT MAY BE SUBJECT TO BIG PRO OSED SINGLE-FAMILY RESIDENTIAL LOTS: 120 I O ~ \ 96 L Of 40" CMP ~ 2.30°o Z ~ ' 0.8'- EMBEDDED DE H. MENDATORY STA: 23+0.530 W W oQ
- PROPOSED IMPERVIOUS AREA IN ROADS: 5 AC +l- 0 Q' \ MITIGATION FEES FROM NCDWQ ANDIOR USACE. ANTICIPATED IMPERVI US AREA IN LOT : G ~ 0 0 S 5.55 AC 1 >;,k 0 \ 422 4 ~ AQUATIC LIFE PASS GE PROVISIONS INV I :422,84 U ~ (n LL uJ
(ASSUMES 2,000 S.F. IMPERVIOUS COVERAGE PER LOT.) ~ y0 ti THE CULVERT MUST BE EMBEDDED BELOW THE STREAM \ INV T < w y 0 ~ U 20.7;4 ~ 3 Q w ~ ~ i ~ a ~ H
TOTAL ANTICIPATED IMPERVIOUS COVERAGE: 10.54 AC +l ~ Q' \ ~ CHANNEL, TO ALLOW AQUATIC LIFE PASSAGE, MIN, f Q0 (EXCLUDES AREAS DESIGNATED "FUTURE DEVELOPMENT') ~ Q \ ~ d J m (I) 420
EMBEDDED DEPTHS ARE AS FOLLOWS; PERCENTAGE TOTAL IMPERVIOUS COVERAGE: 62 % 5 gF \ c~ ~p oa ap ~ ~ ~ ~'.N r N ~ ~
/ / LEVEL SPREADER #6 \ \ CULVERT DIAMETER; MINIMUM EMBEDDED DEPTH: a < Q'Q N ~ N'0M° M ro PROJECT NO.
° o °a °p as
18" OR LESS 0.3 OWNER/DEVELOPER
24 0.4' o T 22+00 23.0 5- 7
30" 0,5' BILL WYNN xo 5 36" 0.6' CROSSWIND, LLC ti x IK9 DRAWING N0.
42" 0.T 42 1696 HAYES ROAD IMPACT #2 - PLAN VI
EW 0.8' 54"ORGREATER 1.0' CREEDMOOR, NC 27522 IMPACT #2 - PROFILE 11; 33
SCALE: 1" = 40' HORIZONTAL SCALE: 1 " = 4'

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SCALE: 1" = 40' HOR. 3
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I CURVE 1 ~ 13p-~ U D = 31°17'48"
I PI STA. =12+04.76 I I ~ = 22°19'12" - ~5~0 CH. BEARING = S69°50'24"E TANGENT = 210.09' ET D RIVE N r O
CH. BEARING - S65°21'06"E 0 _ UEBONN ARC LENGTH - 409,67 B
I I EXISTING HOUSE TANGENT = 78,91' I L ARC LENGTH =155.82' RADIUS = 750.00' ED 50' NCDOT RlW pROPOS
'I RADIUS = 400.00' R ZW w~Wm ESIDENTIAL ROAD W LOCAL ~ZZ~~=
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' STA 15+73.51 BLUEBONNET DRIVE CURVE2 18+00 3 3 ~ 0 ¢ gw~~az~om¢w ETDRIVE o ~ 0. ~z o WooooaoNCw
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SCALE: 1" = 40'
HIGH POINT ELEV = 469.40 yg94'1fA!~1~44 9
HIGH POINT STA = 11+53.20 PVI STA = 12+26,35 eds~`cQ',~N Lrlp `~oA® 0a R'" o ~4
PVI ELEV = 472.54 A ~'la© J~oo 62coJO 6,( p~ e 4~SS1 .0'~ °e
A.D. = •7.79 ~
K = 48.59 m s SE~,t C o ~ n ~
378,74' VC s v& 1545.6 ~ a o o n
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~ _ . _ , I ~ ~ - . ~ ~ I i 1 I ~ CO 450,0000' VC ~ ! I ~ N
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TEMPORARY GRAVEL &RIPRAP FILTER-BERM BASIN TABLE
BASIN DRAINAGE Cc Tc 110 010 CFS MIN, REQ. SURFACE AREA MIN. REQ. PROVIDED VOL
AREA (MIN) (INIHR) ( )SURF. AREA(SF) PROVIDED(SF) STOR. VOL.(CF & DIMENSIONS
BASIN 1 026 AC 0,75 5 7.5 1,46 637 675 468 15'x45'x3' = 2,025 CF BASIN 2 0.32 AC 0.75 5 7.5 1.80 784 867 576 16'x48'x3' = 2,304 CF ~ m
BASIN 3 138 AC 0,75 7.5 7.5 7.76 3,381 3,468 2,484 34'x102'x3' =10,404 CF LEGEND ~
BASIN 4 D.61 AC 0,75 5 7.5 3.43 1,495 1,496 1,098 23'x69'x3' = 4,761 CF 1 DETAIL REFERENCE FLAG ~JTUDETAILNUMBER c W
SEE DETAIL. TEMPORARY GRAVEL 8 RIPRAP FILTER-BERM BASIN ~ DSHEET # DETAIL IS LOCATED ~ a
37o r~'PROPOSEDCONTOUR o 0 LIMIT OF GRADING
.-37o EXISTING CONTOUR
PIPE SIZE CHART LEVEL SPREADERS CO ROOF DRAIN CLEANOUT ~ PVC ROOF DRAIN PIPING o (1 % MIN. SLOPE ON ALL ROOF DRAINS) a
PIPE SIZE LENGTH SLOPE 010 CFS V10 RIP RAP ZONE DIRECTION OF DRAINAGE °
( ) (L x W X H) ENTRANCE WIDTN END WIDTH DEPTH LENGTH 1 18" 52' 0.40% 1,86 3,1 6' x 4,5' x 12" 1 I~1 (F?} Q SEE NOTE #5 REFERENCE FLAG w
2 18" 52' 0.40% 1,07 3.0 6' x 4.5' x 12" 1 1 10 3 0,5 20 DA DRAINAGE AREA Q Z
O(10} TEN YEAR PEAK STORM DISCHARGE ~ 0
CHANNELS H ~ 1510°/aP REINFORCED CONCRETE PIPE Z j @ AT 1% GRADIENT OF PIPE ~ W
350.75+ PROPOSED SPOT ELEVATION ~ ~
CHANNEL DRAINAGE Cc 010 (CFS) SLOPE LINING AREA (AC.) 0 FFE=382.00 FINISHED FLOOR ELEVATION ~
A 1,17 0.35 3,1 6.0% SEED, NORTH AMERICAN GREEN P30D HP HIGH POINT z W
B 026 0.75 1.5 6.0% SEED, NORTH AMERICAN GREEN P300 C 020 0,75 1.1 6,0% SEED, NORTH AMERICAN GREEN S75 BC BOTTOM OF CURB ELEVATION ° U
D 0,59 0.75 3.3 2,0% SEED, NORTH AMERICAN GREEN S75 TC TOP OF CURB ELEVATION Z a
E 0.39 0,75 2.2 6.0% SEED, NORTH AMERICAN GREEN P300 F 0.20 0.75 1.1 6,0% SEED, NORTH AMERICAN GREEN S75 RIM RIM ELEVATION a
G 0.59 0,75 3.3 2.0% SEED, NORTH AMERICAN GREEN S75 INV. INVERT ELEVATION DRAIN INLET WITH TEMPORARY INLET N
H 1.17 0.35 3,1 6.0°/o SEED, NORTH AMERICAN GREEN S75 PROTECTION ATALL DRAIN INLETS AND
I 0.26 0.75 1,5 8.0% SEED, NORTH AMERICAN GREEN S75 J 1.18 0.75 6.6 5.0% SEED, NORTH AMERICAN GREEN P300 CURB INLETS
F-PROPOSED TREELINE (CLEARING LIMIT) z w ° w
EXISTING TREELINE ~ ~ _ ~ z z it ~F s 0.i w°J°OW~°m
iii RP•RAPAPRON g w >c~ipc~i~''rc~O N ° 7 z ZW-W-~N~$1LL.0
EROSION CONTROL SEQUENCE Nf ~'i 0 a ~ F > C7 F zo~=z~a~~~WF SEDIMENT BASIN QHZ ~ ° W a ° ' ~
~ ~W ~ 3~~d~~3~~~N~'
1.OBTAIN GRADING PERMIT. OBTAIN APPROVED SET OF CONSTRUCTION DRAWINGS. KEEP A COPY OF BOTH ITEMS ONSITE THROUGHOUT CONSTRUCTION, - CON x~(7 a Sw~gaioomz~ STRUCTIONLIMITS ~]z z o°zw°~i°=Www
2. CONTACT EROSION CONTROL OFFICER AT [phone] FOR ONSITE PRECONSTRUCTION CONFERENCE. ~v~F S z~~N -N ?ID s °KF.-XW7u. ROCK CHECKWlSILTBASIN j ~ °zciig°w~LLJQZ°
3. CLEAR ONLY AS NECESSARY TO INSTALL THE EROSION CONTROL DEVICES SHOWN ON THIS PLAN, a ~ ° 5~a ~~~¢a~o z a<°~~~~oZNF
4. INSTALL TEMPORARY GRAVEL CONSTRUCTION EXITS. ALL CONSTRUCTION TRAFFIC MUST EXIT THE PROPERTY AT THIS LOCATION. 5. INSTALL ALL SILT FENCES. JUTE MATTING U 0 aNZZypa3o~~ w
6, INSTALL ALL LEVEL SPREADERS, SEED AND STABILIZE THEM. NWWC72NO~FSy STORM DRAINAGE t~ ~ w 5~ 3m z o 0
7. INSTALL AND STABILIZE TEMPORARY DIVERSION DITCH.
B. INSTALL ALL TEMPORARY GRAVEL AND RIPRAP FILTER-BERM BASINS, INSTALL SILT FENCE BELOW AS SHOWN, PROMPTLY SEED AND STABILIZE AR OUND , SILT FENCE OUTLET
bAM AND EXTERIOR OF BASINS. 9. CONSTRUCT AND LINE CHANNELS. SEED AND STABLIZE THEM. \ D - SF - SILT FENCE w
10. CONSTRUCT ALL PERMANENT CHANNELS INDICATED. LINE THEM WITH NORTH AMERICAN GREEN LINERS PER DETAIL. REF , ER TO GRADING PLAN FOR FINISHED N
CHANNEL CONTOURS. INSTALL TEMP. CHECK DAMS. \ ~ ~ ---I~ TEMPORARY SILT DITCH (TSD) F ~
11. CONTACT EROSION CONTROL OFFICER AT 919 791.4200 FOR ONSITE INSPECTION. O ~ 12. MAINTAIN ALL EROSION CONTROL DEVICES UNTIL INSTRUCTED OTHERWISE, NO DISTURBED AREA IS TO BE LEFT WIT U7 U N 000 ~ of
HO ~ PROTECTIVE COVER MULCH 1 ~ ~ ( ~ OR STRAWlTACK) FOR MORE THAN 15 WORKING DAYS OR 30 CALENDAR DAYS. ~ ~ 0 o PIPE INLET PROTECTION = a 0 o U
13. GRADE THE ENTIRE SITE PER THE GRADING PLAN, INSTALL ALL STORM DRAINAGE AND RIPRAP PER THE GRADING PLAN. PROMP ' ~ 1 TLYINSTALLINLET , i, ~
PROTECTION AT ALL ONSITE STORM DRAINAGE IN r - ! ~ 35 ~ ~ . LETS, ~ t ~ DITCH BLOCK w ~ w w
14. PREPARE ROAD SUBGRADE WITH PROPER SOIL TO ° ' ~ ~ NCDOT SPECIFICATIONS, COMPACT TO 96 /o STANDARD PROCTOR. PERFORM ALL PAVING PER PLANS AND ! ! ~ ~ I i \ NCDOT SPECIFICATIONS. COMPLETE CONSTRUCTION. r! ~ ~ ~ ` z a
! 1 i 15, FINE GRADE, SEED, LIME, MULCH, AND STABILIZE ALL DISTURBED AREAS. - - ~ ' ' ROCIt CHECK DAM Z ~d w ~ }
16, WHEN THE SITE IS STABILIZED AND VEGETATION IS rr l ~ ~ ~ , ESTABLISHED, CONTACT EROSION CONTROL OFFICER AT 919-571.4700 FOR ONSITE INSPECTION. r , ~ j~~~,\ , U U m
OBTAIN APPROVAL , 2' ~ ~ m ' 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, INCLUDING SILT FENCE, INLET PROTECTION, AND SEDIMENT BASINS. 1 t j vN " PH > > Z WO
r 0,_ FINE GRADE, SEED, AND STABILIZE THESE AREAS AS NEEDED, SEED AND STABILIZE ANY REMAINING DISTURBED AREAS, ~ ~ ~ ~ 2 + PH tr Y RJ VII 0__ a~ a m p N ~
' \ \ ;.PHASE 18. WHEN THE SITE IS STABILIZED, AND VEGETATION IS ESTABLISHED, CONTACT EROSION CONTROL OFFICER AT 919.571.47 ! r • \ ~ ON 00 FOR ONSITE INSPECTION. , 34 \ ~ ~ \ E `pHASEON
OBTAIN FINAL APPROVAL. ' 25'x50' TEMPORARY ` ` ` ` ` , \ ~ ~ E
' ' STONE CON T ~ ~ ~ ~ ~ ~ ~ r , S RUCTION ~ ~ ' ENTRANCElEXIT ~ ~ ~ ~ 1 \ ~ ~ y ~ ~ ,o~n t~ CA~Op
' SEE DETAIL ~ ~ i o V~rowrlerrs G~ ~'F ~O 0 ~ d r"s y1~' a''a ^ f\\ w~ ~ ~E~~>fC eo a
! \ I
r a \ , j 50 TAR PAMLICO \ ~ SE,~~
r ~ . f 1 W ~ ~ STREAM BUFFER iAR-PAMLICO SEAM BUFFER w
r 3 J qq \ ~ ,EACH SIDE OF ;H SIDE OF ~ l0 I 0 ~ ''o ~
i / PIKE #2 2 ~ ' ~ \ 1 ~ r ~V , ,~eP
r ~ / 18" RCP ~ i i Q 44 ~ ~ r s I t. I s STA 1 , r 0 28.2 8 e ~ ~ \
~ f 9 ~ C ~ ~ U~ ,y tiq ~ t~ q~'Y,y ~ ~ l q h ~ ~ ~ y\
q o ~ ~ ~ PHASE TWO
~ Q ~ \ ~ \ - PHASE ONE ' ,
' i ~ N 1 ~ Z , r Q ' C 6 ~ ~ \ \ ~ l I \ \ \ ~ ~ ; 1 (0
,1 s~ A
~ 45z s ~ ~ ~I ~ ~ m
~ ~ \ ,~r \
' ~ ~ 9 - r~ 29 \
r- , ~ / ~ ~ / W ~ \
~ ~ a ~ ; ' + 10 a ~ ~ rt. ~ X
\ .j _ ~ s E
r - _ - ~ y2 1 , ~ ~ ~ ROC ~ K CHECK
I I ; _ u - 5p \ DAM (TYP.) i \ \ , ~ 24 ~ ~ \ 50' TAR~PAMI,ICO - m m' 0 ~ ~ M \ ~ ST EAM ~ L \ ~ , ~ 4 ~ R BUFFER w i. p. ~ I U N N CO ~
i t _ . ~ ~ - ~ CLEARING ~ \ ~ ~ 23 0~ EACH SIDE OF ~ - ~ m 0,, : ~p ~ ~ LIMITS A ~ ~ ~ ~ A At~K ~ ~ i ~ N C
~ ~ 11 , - ~ 7~ I I ~ Q ~
, I a EXISTIN ~ ~ - , ~ G - / _ I M - ~ ~ I +r z y
b ~i ~ ~ R~OND ~ A _ _ V ~V I ~ _ A ~ i ~ ~ li~ 0~0~
- I , I ! ~ - r - _ i _ ~ , N ~ ~ . I, - O
12 I ~ ~ A , I 0 ter. _ _ S ~ A \ ~ , r- U O N A N ~ ~ ~ ~ 0
~ - ~ . ~ - NAG S75 ~ ~ ~ O N ~ ` ,
I ~ , ~ , _ _ ~ ~ 1 0=0
- . J-~ ~ _ _ 13 _ . 1
v _ ~ _ -
- _ _ 14 _ _..i' / / 1 ~ r~• 1 j" ~ ~ '
I 1 ~ j ~ ~ 15
I , _ 5 ` I i - - _ - _ ~a' , , s , ~ ,
' ` t i ~ - _ _ _ . . _ _ 50 TAR-PAM61C0-" ~ ~ I + - - _ ~ STREA1v1 BUFFER. _ ~ ~ ~ ~ I i ~ ~ ~ ' 16 l ,
i I - -EACH SIDE OF ~ ~I i ~ ~ _ ~ ,
I \ _ _ _ BANK ~ , i , ~ ~ ~ _ _ ~ \ 0 21 ; ~ ~ 18 ~ ~ , w_ _ i ~ i ~ r
ti ~ ~ _ _ , 1 1 _ ' ~ . - ; i - i A 0~ ~ ,
i , ~ _ t ,
i ~ - _ ' r ' \ _ _
i LEVEL o - _ _ ~ - _ - _ ~ X ~ ,
' 6 ~ ~ 5 \ SPREADER 1 A~ ~ , I ~ X ~ ~ - ~ ~ ~ ~ ~ U __y0- ~ _ _ ~ ~ 9 `9 ROCKGHECK ~ Z
'i ~ CHANNEL I 20' W DRAINAGE. 1 ~ \ ~ NAGS75 ~ EASEMENT . _ - . - OAZ2 ~--DAM (TYP,~ _ ~ ,
~I ~ N V ~ _ ~ ~ \ - . ~ U
i i Z TYPE A BASIN ~ \ ` \ ~ ~ ~ ROCK CHECK ~ _ ~ SEE DETAIL, T i. ri ~ ` OAM (TYP.) F DRAINAG~ASMEN~ _ \ m _ _ _
- ~ _ J
~ \ 436.29' ` _ - . ~ ~ y_~ ~ ~ - 1 ~ . ~
N ~ CHANNEL H ~ ' ~ ~ ~ z z . \
' DITCH 0 0 v ~ ~ ~SiN i" k2 \ ~ ~ G ` ` ~ ~ ~ BLOCK ~lA Q _ _ NAG S75 y~ . \ ~ ~ .J i ' ~ \ - ~ J
~ ,
~ ~ ~ , ~ A ~ \ \ s ~ O , ~ Q ~
. ~ ' ~o ~ ~ \ ~ i - Wo
- , _ j SF^N' ~ 'NN~~P CLEARING 1 ` tY H z
~ CNP ~ ~ / rw~ G p300 LIMITS / f NA ~ I ~ t W z U \ v/ U W -
U, 2 ~ - t PIPE #1 ~ ~ ~ ~ Z z ~ ~ o W w
1.18" RCP _ ~ ~ ~T~~ o~
} ~ STA 10=28 C0 \ ~ ~ , ~1 I ( w.L ~ 0 SQ WO ~ ~ F ~
25'x50' TEMPORARY ' i ` _ 1 ~ \ ~ _ STONE CONSTRUCTIO 1 , ~ - W a m H
ENTRANCElEXIT 1 , '•t ~
SEE DETAIL 1 ~ ~ \
~ ~ ~ PROJECT N0.
1~ , ~ \ \
V 5- 7
t ~ ~ i ` DRAWING NO.
7

TYPE 1 LEVEL SPREADER (Q10 = OCFS - SCFS)
POOL POOL CHANNEL
SECTION BASEWIDTH DEPTH BASEWIDTH
A 3•
g 3' 1 p, NOTE: i
C 2.5' 0.8' ADDITIONAL R(W MAY B E REQUIRE
D 2' 0.6' TO ACCOMMODATE TAPERS TURN
LANES, AND MEDIAN ISLANDS. TYPE 2 LEVEL SPREADER (Q10 = 5CFS -10CFS) m
POOL POOL CHANNEL W
SECTION BASEWIDTH DEPTH BASEWIDTH W H
A 5' 7 O
B 5' 1.0' 0 C 5' O,g. 50' TAPER 50'-0"
D 3' 0,T (REQUIRED FOR W LE NCDOT RIGHT OF WAY
SS THAN 26 ) 6')
TYPE 3 LEVEL SPREADER (Q10 =10CFS • 23 CFS) , . 1 8 -0" 20'-0"
10 POOL POOL CHANNEL SHOULDER 8'-O" 6,-On Z
SECTION BASEWIDTH DEPTH BASEWIDTH R=30' _ PAVEMENT SHOULDER DITCH 0
A 30' MIN. R-30 SIGHT TRIANGLE e ~ ~ 10 RNV _ - (TYP.)
1.0 - R/tA/ n 1/4" /FT 1 n W 1 PER FT /4 /FT "
D a' 0.7' _ * LOPE PE
5 4.~ *SLO
EDGE OF PAVEMENT
STOP EDGE OF PAVEMENT I~ m *_iE6B9lL~ MAX, SLOp.~ 2
ILL ~ LEVEL 2:1 ROLLING 2:1
ILLS I~ ° EXISTING ROAD HILLY 1_21 "
IQ o EDGE OF PAVEMENT 0-6 O~ d' M N ~ O
I~ z EDGE OF PAVEMENT
Igo CHANNEL I OLL WWWm
BASEWIDTH 1' NOTE: PERMANENT DRAINAGE EASEMENTS MAY B ¦-=-i I E REQUIRED TO ACCOMMODATE DRAINAGE BE C/1 ul~ ¢ZZC~T ! CYi sz oow~°} wo zm
EXISTING YOND THE RIGHT-OF- GROUND I WAY. Wj }cFip~~-'~a0 USE FOR APPLEWOOD DRIVE o ~ Z ZZ w- w- m~ ~ z
I TOP OF 8 _ _ _ _ _ _ r..---r'- ERM TO BE 1' MIN, ABOVE N ~i 0 QC~h} _~pu.0 F a' 2 ~ m F
~y VAR. (.4' MIN.} ( ©~'`J7~ ~ LLWLLU~QwwOa~ h 3~C~W ;~=LL mF ii ~C7 ¢ Sa,yW J}'osi~
2.5' 2.2' I 1 2 OFACSCSF9.SA ~ LLa~~~ZBmmaw NCDOT SPECIFICATIONS sTSC oR Aec ~ Z a z W ~ o Z°- W w=
i RECOMMENDED ROAD CONNECTION ..V1a ~ z~=0~~F--NXW~LL
I 8" ~ ~ C Oz UZOW ~LL JQ~ 2 AGGREGATE BASE COURSE ~ ~ ° ~ g ~ ~ ~ a NCDOT SPECIFICATIONS o g ~ ~ > W~ o'
I V Q >Nww~UFE-Om~ U ywmZOgp3<=~
i NEW LOCAL RESIDENTIAL ROAD OR RESIDENTIAL COLLECTOR ROAC AND -z~zz==iozw k~:,wS~3mz0°
~ EXISTING STATE MAINTAINED ROAD WITHOUT CURB
LEVEL SPREADER THRESHOLD AND GUTTER RESID ENTI AL CO LL ECT ~ OR ROA
IN BACKGROUND. LEVEL SPREADER THRESHOLD. FINE GRADE, LIME SEED 8 MUL S D Qo 00
SECTION "A.. cH TOP CONDITION CHANNEL, SIDESLOPES, ~ BERM. W N T
LINE CHANNEL BASE & SIDESLOPES ~ N F ~ I-
WS NORTH AMERICAN GREEN P300. SEE CHANNEL LINER U N d
INSTALLATION DETAIL. TYPI CAL M ~ ~ S W
AJO R INT ERSE CTIO N ~~m
,LL ILL ~ a W ~ W W
Im° 2 ~
IQ o 50'-0" z w ~ }
I~ Z NCDOT RIGHT OF WAY ~ ~ m
I~° 'a ~ 3
POOL I BASEWIDTH 3' I GRADE AND COMPACT A LEVEL THRESHOLD, , n 1 ~S &Y 3 a 6 -0 " ~ ~ ~ 18-0 n a~ am o-, ~
I SURVEY THRESHOLD, TO CONFIRM THRESHOLD 6'-0 5 -0" SHOULDER PAVEMENT
EXISTIN I IS LEVEL ALONG ITS' ENTIRE LENGTH. LIME, SHOULDER DITCH
G GROUND I SEED, & MULCH THRESHOLD. VAR, 6'-0" 8'-0' ggqti: B,.
I DIFFUSED FLOW OVERTHRE PAVEMENT SHOULDE 5'-0" " PER FT. 1/4" /FT 1/4" /FT q 1 n ~,0~~1~~~i l.hifj~ ocpAO
SHOLD DURING STORMS, R Pool WIDTH WIDTH PE ^o°Q~L~~/v°o°°~ren *SLp 3. fSL0P a a ~4 ~V ~ ~
DEPTH I ~ i e [ o
I a • J[~~ 4$ a P ~ ^ ~
FINE GRADE, LIME, I SEED, 8 MULCH LEVEL + 25 0 1545 a -Tf.669IL'I MAX• SLOPS e92' 1C~ ~ZZ . 2 o h ,5/ LEVEL 2.1 m~ 5,,~ 1 l o
SPREADER 8 SIDESLOPES. SECTIONS "B" "C° & ROLLING 2;1 °'e~,e sa~p°` o®
' ' +,16 0.02 -0.02 +.OB HILLY . ~ R~`~'ee~ 1 /z.1 a PA ~o p'_ n
-o.oa
r8
USE FOR HARVEST COURT, EMPIRE ~
^•25 COURT, FIRESIDE LANE, CIDER CO H ~ CINNAMON COURT APP URT, ~ co
LE BLOS SOM CIRCLE, & WINSTON WAY ~
~ M ~ 1 2" ~ ~ OF ACSC SF 9.SA NCDOT SPECIFICA srec oR Aec ~
4' BASEWIDTH 5~_0~ TIONS = ~
2 8" AGGREG W ~ ATE BASE COURSE NCDOT SPECIFI ~
3•y 3,1 1' MIN, CATIONS ~
o~ x ~ ~~~i
~ o~ E
FINE GRADE, SEED a MUl DRNE CH CHANNEL FLOOR & I WAY S DESLOPES. ' VR NO UT GRA DES C 00 U 0 ~~M L
INSTALL 10 WIDE NORTH AMERICAN GREEN S75 LINER. SEE CHANNEL LINER INSTALLATION DETAIL. LOC ~ ~N~~, AL R ESI D E NTI AL ROA D
E5TABLISH DENSE STAND OF 3"TALL GRASS. QNfO,C SUN ~
SEE SEEDING SCHEDULE. M f0?r
6' WIDE TIMBER CHECK DAM. (IF NEEDED TO ACHIEVE 4% MAX. SLOPE.} 0 ~
CLASS A RIPRAP 6' LONG X 4" HIGH X 6 WIDE, 4% MAX, (IF NEEDED.} a~~ E P oo~E
2% TYP, 4% MAX. U o` ai O ~
2% TYP. OyU
4% MAX. 0=~ ~--2~
2% TYP.
CARRY RIPRAP UP 1 MIN. 2' MIN. SIDES OF SPILLWAY `~s. Sp.
TIMBER AND RIPRAP CHECKDAMS ARE USED ONLY WHERE NEEDED TO MIN. BERM ELEVATION 1' MINIMUM
KEEP CHANNEL SLOPES UNDER 4%, IF THE CHANNEL MAY BE BUILT FAO FREEBOARD P
FLATTER THAN 4% WITHOUT THESE CHECKD ~ MAX. STORMWATER AMS, THEN THE CHECKDAMS CAPACITY ARE NOT NEEDED,
#5 WASHED STONE SEE STORMWATER MANAGEMEN
T TABLE AND PLAN FOR REQUIRED LENGTH OF GRASS SWALES. FLOOD STORAGE ZONE ' 3 MIN. 4' MIN
~0 A
T F Y P VU A L E
1.5' MAX. , NOT TO SCALE. SEDIMENT DEPTH II #1 RIP-RAP 5 ~s' 2
BASIN IS TO BE CLEANED WHEN 8' MIN. FILTER FABRIC s 'ER FABRIC U
SEDIMENT REACHES THIS LEVEL 1' MIN. ~J Z s
15' MIN. 13.5' 18'
SECTION THRU BASIN AND FILTER Z
EXTEND CLASS 1 RIPRAP 0
UP SPILLWAY SIDESLOPES 4--- 5 U
10' MIN. FLOW R/W W J
_J ~
1' MIN. FREE BOARD ~ 1r 3' r Z
~r A L
~ sepl p~T MENT 1' 3 MIN. 35 6' S' MIN U
/ E9 r 3 o a VAR Q
~ RTN r #5 WASHED STONE eFRM L1J o
I~i~lt~l~lt~l ~%I/
7' TYP. W ~ z rr~~ V _ } dJ W
SECTION THRU BERM AND FILTER Z_ 3 ~Q
PERSPECTIVE VIEW W u' ~ J ~
w N 0 Q ~ F- Q 1 PER f7 3;1 LOPE ` ~ Q T W O
TYPE B S a J m ~
H 0~
rtLTER-BERM BASIN SECTION AA
PROJECT NO.
05-070
SYMMETRICAL CUL-DE-SAC DRAWING NO.
8

4-B' Dlametar Rlpmp Spillway
INSTALL ROCK OUTLET AT LOW POINTS ALONG LENGTH
SILT FENCE, AND IN LOCATIONS SHOWN ON THE _a ~ 0 Q ~ o PLAN, I I-I , 0 Q Q Q t' Min. 2:1 w Q y a y a y O>_ - 0 0 Q o f III-
- 0 O O u v v u u v 0 0 0 0- 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES STRUCTURAL STONE SHALL BE(CLASS"B")STONE i-II h Q Q 0 U Q 0 0 0 C' Q a 0 0 - N c _ (=III-I I DEEP OVER A V NOTES: FOREROSIO ONTROLPURPOSES. _ _ -~aOQOQOUOaOQC'QOaOaO 0 0 0 C= - - D ERSE SOIL CONDITIONS, IF AVAILABLE. ~ m NOTES: a' pC MAX -'1
TR -III-III-I, 0 0 a o ~ - - SEDIMENT CON OL STONE SHALL BE N0.5OR N0.57 Q Q Q U Q I-I I (-I I I- r ° 3 0
NCDOTWASHEDSTONE. - 0 0 0 0 00000000000000- 2,) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. 1) TOTAL I I~ I I-III- _ - _ noooooooooos-III=III-il 1) TOTAL DRAINAGE AREA FLOWING 1 0 0 0 0" W F-
SILT FENCEWITHOUTROCKOUTLETSHASACAPACITY -III=I I=III~0000000000000000000~ - - 3,) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS FENCE I III-I I I I- oFU4DRAINAGEAOREPERt00LFFENCE, _ _ _ =00000000000000400` _ - - LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 2 SILT FE FENCE MAY NOT EXCEED 1 ACRE. Q T t:ENC6 ° 0 0
SEDIMENTCONTROLSTONE I, ,III-III-III ) WI H R ~1 i1 !1 r1 rl n n f7-I I (-III-III-I I SILT FENCE T OCKOUTLETSAT104'SPACINGHAS " S1L 2) SILT FENCES SHOULD NOT BE
EXCAVATE SMALL PIT SEDIMENTCONTROLSTONE ACAPAGITVOFIl2DRAINAGEACREPER108LFFENCE. 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE USED A' INFRONTOFROCKOUTLET. SILT FENCE Exlet(n Ch nn ~ UNIFORMLY AND MIX WITH SOIL (SEE BELOW*}. AREAS I USED AT PIPE OUTLETS OR IN 4 AREAS OF CONCENTRATED FLOW ~ ~ I I~ FLOW OF WATER ~ o
m F g a al Banks (CREEKS, DITCHLINES, SWALES ~ ~ ~ ~ ~ RIP-RAP o a
o ~ 5. CONTINUE TIL (CREEK! d a ) LAGE UNTIL AWELL-PULVERIZED, FIRM ~'C,) SILT FENCE s' SILT FENCE The downstream toe of the mane inter moat to REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP, ETC.) ~ I~ I P1T o 3 ~ STORAGE o 0
wider than the Top width of the epllhvay to te'MIN, prevent ouHlaw eroding the channel tanks, 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER AFTER p1MENj o ~ p`~ SE ~ Z
tr a'MAx. SEEDING. TOINCREASI to^MIN. SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK PROLONG TI F~ o ~ TO INCREASE STORAGE CAPACITY AND o0
' 3' MAX, ~ 18 MIN. Min Top of Bens or Channel 7.} MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. IS GENERAL PROLONG THE LIFE OF THE SILT FENCE, IT 3 1 0 ~ ~
t2^+r• SEDIMENT P IS GENERALLY ADVISABLE TO DIG A ~ 3 ° ~ w W SEDIMENT PIT IN FRONT OF YOUR SILT ~ ~ ~
H 1' Mln, J U U FENCE WHEI t2"+l STRUCTURAL STONE ,J 0 0 0 G Crest of spillway 8•) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR FENCE WHENEVER POSSIBLE. PAIN o U
EXISTING GRADE z
t'D(ameterwoehed JJOOOOOOOOOU'l. RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF T Stone FlRer t' Thick ~ ~ ~ ~ ~ n n n l) n STAND SHOULD BE OVER 80% DAMAGED, REESTABLISH FOLLOWING -12 GAUGE 4"X4" OR 2"X4" WELDED WIRE TAIL DITCH o
EMPORAR SILT FENCE J ° o Y a as JJO°0°00°°o°r tD 0 0 0 0 0 0 0 ~ ORIGINAL LIME, FERTILIZER AND SEEDING RATES, JC°aaaoaooo0o00. HOOKED ONTO PERFORMED CHANNELS ON FLARED END SECTION (LENGTH AS REQUIRED) z
ROCK OUTLET .J°a°°°°°a°° 0 t~ Q O o 0 0 0 Q 0. 3:, Sia .'o°o°o°o°o° 0 0 0 0 0 0 0 0 0 0 0 °o°o°o°o° 0 0 0 0 0 0 0 0 0 0 0 0 9,) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT STEEL POSTS. (NO WOOD POSTS) ~ w
o°o°o°o°0°"'0 0 0 0 0 0 0 0 0 0 0 0 0 o°o°o°o°0°~'0 0 0 0 0 0 0 0 0 0 0 0 0 0 AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED, RIP-RAP a ° ULTRAVIOLET RESISTANT (BLACK) MIRIFI
UPSTREAM END OF „o~o~o°o,°,o°°~jrOnOnOn0~0000000000000nOn0~On0~ FABRIC OR EQUIVALENT SECURED TO WIRE ~ to ~t M N o
STORM DRNN OVERFLOW 0 0 0 0 0 0 0 0 0, t' Min, * APPLY. AGRICULTURAL LIMESTONE - 2 TONS ACRES 3 TONS Cutoff trench Dackfliled wi*h , Q n o n 0 r / ( / ° W/ METAL CLIPS OR WIRE AT 8" OFF
atone to Be flfter Into ~ ACRE IN CLAY SOILS) CENTER. FLOW ° b p ..r
e ' , ~ 1/3 PIPE eKleting ground and prevent FERTILIZER - 1 000 lbs. ACRE - - - taiure, ~ 10 10 10 NO :ALL PARTVILLY COMPLETED STORM ORAINS e ` ':o DIAMETER SHALL BE PROTECTED AT THE END OF SUPERPHOSPHATE- 500 Ibs> A R - ZLL WOWf/j y0 ~ZfO ~~S O:Z OpW~p}
EACH DAY IN ACCORDANCE WITH THESE e, 'p, 2' Mln, ~ C E 20% ANALYSIS DETNIS ~ >e . • e •o MULCH -2 TONS /ACRE -SMALL GRAIN STRAW MAX. SEDIMENT STORAGE LEVEL, REMOVE SECTION a W a F z ~ ~ w° ~ o
. • ' ' • SECTION ANOTHER -ASPHALT EMULSION ®300 GALS. ACRE ' / ° FILTER FABRIC o W z wp0~' ~J~'gz ° SEDIMENT WHEN THIS LEVEL IS REACHED OR o z o ~ ~ ~ } y ~ o LL o ° N f• ~ 6 urJ F ° ° AS DIRECTED BY CONSERVATION INSPECTOR. RIPRAP ~ F ~ ~ ° w = ~ > Z ~ J W
~ i e' I ° ES WLL~
BURY BOTTOM SEEDB ED PREPARATIO N OF PLYWOOD TEMPORARY CHECK DA i~ ° ° _ . SEEDING SCHED x z ~ go~~o~8°oQW
M I ° ° TRENCH, COVER W/ SOIL & TAMP BACKFILL. ~~f~ z ozwo~zo=Ww ~ `o ~
3/4" EXTERIOR SHEET DRAINAGE ON Y REVISED: 1-1-86 a 3 gc7iox~~a~'o 0 Z oaoWO:~~~zyF
PLYWOOD _ U >u,W ~~J o a - NATURAL GRADE Shoulders Side Ditches Slo es Max 3:1 Q
STEEL FENCE PLYWOOD INLET PROTECTION 3 „ ~ rnZUZZNO~]OKW CARRY APPROX.12 OF FABRIC INTO t» w 5 ~ i~ m z o 0
POST {1YP.) O Z DATE TYPE z PLANTING RATE
UPSTREAM END OF OVERFLOW ~ ~ STORM DRAIN ~ ° w
N u u II CLASS 1 RIP RAP SEE SECTION THRU BASIN N Au 15 - Nov 1 Tall Fescue a °
ii ii ii ( BELOW) - CARRY 6" OF WIRE TNT g 300 Ibs/acre 0 N 0 TRENCH. Nov 1 - Mar 1 Tall Fescue w 300 Ibs/acre ~
II II II e ~ 1/3 PIPE F~ II a II . o > DIAMETER OW STEEL POSTS ®8 O.C. MAX.. NO WOOD POSTS & Abruzzi R e ~ N ( ) y 251bs/acre ~
I •o ~ a ' • ~ e, ~ ~ Na Mar 1 -Apr 15 Tall Fescue 300 Ibs/acre ~ w
De > ' ~ , Apr 15 -Jun 30 Hulled Common Bermuda rass ~ a ~ 9 25 Ibs/acre =
WASHED STONE FlLTER p' ' •p'' ''b INVERT C 1 IP RAP HEADWALL ACROSS PIPE INLET e ~ PIPE Jul 1 -Aug 15 Tall Fescue and 120 Ibs/acre ~ TEMPORARY I ~
S LT FENCE ***Browntop Millet 35 Ibs/acre a ~ w
j r~H r'H rJH I ~ / ***or Sorghum-Sudon Hybrids 30 Ibs/acre z cw7
( ( HARDWARE CLOTH ~ z
llll 111 1 , I sFD lllllllll! i , Irk ~ #5 WA D STONE, 1 THICK X 3 HIGH MIN. W ~ Slopes (3:1 to 2:1) ~ ~ m
ENP STO RAGE AREA -r'` w w z w
STONE FILTER INLET PROTECTION NOTES: Mar 1 -Jun 1 Serice o d o Y Q a Lespedeza (scarified) 50 Ibs/acre ~ ~ ~ Y ~ ~ ~
A. WASHED STONE PAD TO BE 50'L X 25'W X 6"TH MINIMUM.
PIPE INLET PROTECTION IF THE ADJOINING ROADWAY IS WIDER THAN 25', THEN (Mar 1 -Apr 15) Add Tall fescue 120 Ibs/acre THE WASHED STONE SHALL BE AS WIDE AS THE (Mar 1 -Jun 30) Or Add Wee in Love rass
ADJOINING ROADWAY. P 9 9 10 Ibs/acre eac
B, TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE (Mar 1 -Jun 30) Or Add Hulled Common 8ermudagrass 25 Ibs/acre ae°~?~ Fgp+9
PERSPECTIVE VIEW TRUCKS I nnn ~A~a S TO BE PROVIDED. Jun 1 -Sep 1 ***Tall Fescue and 0 Q~ ~e~*o. If ~ 120 Ibs/acre o ~ ~ °°a ~~es' C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR wa ~ ~E~$fQ .y
Browntop Millet 35 Ibs/acre e ~ eQ MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. r 4 ° ~tl
D. MUST BE MAINTAINED IN A CONDITION WHICH WILL ***or Sorghum-Sudan Hybrids 30 Ibs/acre $ ~ m ~ PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO Se 1 -Mar 1 •
TYPICAL CHANNEL LINER INSTALLATION AREAS TO BE DISTURBED SEDIMENT STORAGE PIPE INVERT STREETS. PERIODIC TOP DRESSING WITH STONE p Sericea Lespedeza (unhulled-unscarified) 70 Ibs/acre ~w
(CUT, FILL, ETC.) FLOOD STORAGE ZONE RIP RAP HEADWALL WILL BE NEC Y• K and Tall Fescue 120 Ibs acre s~ ~ ESSAR , EEP SOME HANDY. / ~2~
1' 2' E. ANY MATERIAL WHICH STILL MAKES IT NT Nov 1 - m F~ ~ ° 0 0 THE ( Mar 1) Add Abruzzi Rye 25 Ibs/acre ~ A«~°°' ROAD MUST BE CLEANED UP IMMEDIATELY. °PO R~ti ,
~ NATURAL 9, A
1 5 3' GROUND (JO cm) ~ ~0{y 1 1.5 FLOW-?
FILTER FABRIC
NORTH CLASS 1 RIP-RAP ' B" DIMENSIONS ARE ~P`t OpO Consult Conservation Engineer or Soil Conservation Service for ~
AMERICAN (15 cm) MINIMUM ACCEPTABLE #57 WASHED STONE UNLESS OTHERWISE R additional information concerning other alternatives for vegetation of ~ y c0
G R E E N MAX. SEDIMENT DEPTH(CLEAN OUT POINT y, ~-t NOTED. ) GRAVEL & RIP RAP FILTER BERM BASIN DETAIL ~p~ denuded areas. The above vegetation rates are those which do well under ~ ~
J ~ 2. IS DESIGNE Q D TO PROTECT EXISTING PIPE INVERTS (t5 cm) SECTION THRU BASIN FILTER AND ~ ,J ~ CULVERT PIPE THAT DRAIN 10 ACRES OR LESS. Pd local conditi G~! N ons; other seeding rate combinations are possible. ~ M
SO' ?81
:"i:° ' r '~~N ***Temporary -Reseed according to optimum season for desired ermanent au ~ " p ~
` r 8. ' ~ 15 cm TEMPORARY HOR • . • ( ) SESHOE IN vegetotion. Do not allow temporary cover to grow over 12 in height before ~ C X
LET PROTECTIO N ~ r ~ mowing, otherwise fescue may be shaded out. .r.. p ~ ~
~ ~ ] ' ' . 5. ~ o ARC FILTE R ~ y ~+.nu. ~
r ~ ~ a ~ ,,rl) , . „ ~~J SEEDIN ~ G SCHEDU ~ LE 6 MIN ~ p ~ ~ M L
/ r f' • h V NNap ~
~NM ~ NCDOT #5 VEGETATED MAT DINER: NORTH AMERICAN GREEN P300 PN3 Q I
r 0 ' WASHED STONE ALSO SEED Y1hBERMUDAGRASS. UN C ,ai Z ~ Q~
VAgIABLE ~ _ NOTES: APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS D. E
Scm-1 .yam NOTE 2 Q~~ UNTIL SITE IS STABILIZED. FREQUENT CHECKS OF ` 0 ~ ~
1'~ . • . 1~ SECTION 1 1 THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED. ~
. , , © Steel Fence Post STA%~FD U o ~ N PLACE _ _ I_i O ~ p
' ' ' ` Wlre Fan e c ARY STONE C _ ONSTRUC - i - _ I i I_i TION - _ ~ --I-
' ' ' ' Filter Fabric ' Hardware Cloth a" ` (10cm-15cm ' On Ground -I ~ _I l l_l i l_ _ _ - - III b _ 'I I I_I I I-I I
~ • • • • Filter of 1"Diameter ENTRANCE i=====- ---I- EXIT I - - - I _I I I_I I I_I I I_I I I_I - _ _ _ _ - - - _ II III _ _ _III III
Washed Stone -III-1 I ICI I I-1 I I-1 I I~PoEn' - _ _ _ _ _ _ = I- _ ~ I I I_I I I_I I I_I I I_I _ _ _ II III III
I I=~ I I=1 I I-1 I I-1 =1 I I-1 I I- 1- 111 III I I I_I I I_I I I_ I
1. PREPARE SOIL BEFORE INSTAWNG BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: 1 WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA, CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. ,III I I I_I I I_I I I. ' I I-III-I i I-I ~ I-
2, BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH Bury Wire Fence and Hardware Cbth it u:vEL SPRiACER DErwL - CROSS secnoN
WITH APPROXIMATELY 12 (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE 1 BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH, BACKFILL
AND COMPACT THE TRENCH AFTER STAPLING, APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION s ^~:F$=°~?°°grr°t,.,•~rr::~ra~,~~;~r OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES °r'~ ems AODpD m naowor eAPEUS wODO To PROUOE uEANOEw,c
r>,nt or ~mu[nr-s~aEu SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. ` ,ueouan,wr ro urm~in Axn rkuw:c EffiClf,T:Ci, PAIN DF SEDIUENt-uCEN aDUer vAncrv c E~~+ srEEl v0.e's. . v' • ? ~c~- AC00 OOSi< AT' MOT ACCJPTABIE. lll'tOUGH IN1J' TD UAATh1iZC fL0',Y ILFIGIH / / ~ ~S • • ? Ax0 1RAPPtr:C Ql1CIf,T:C1, ~i 4EGETATLV ~••TRANEITgH • ? r ?
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE d'" b 4 p~ON • IY 0~6RABE l • a ? ?
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM", STAPLES/STAKES i~ 119 ? •
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. , 1 V ? • • ? ~ ~ ? • v • Z
4. PLACE CONSECUTNE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" (tOcm-15cm) OVERLAP. USE A DOUBLE ROW OF ,h e~eY 1R,~ enm>x ' a.n N.b o .p ner !a'r nrTAIL N:D STAPLES STAGGERED 4 10cm) APART AND 4 (10cm) ON CENTER TO SECURE BLANKETS. vs*v.na,; ran Nsuuanru. ,I • a ? • • • • • ? ? • • • ? • STABIUffO r
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES STAKES APPROXIMATELY I''Y~`~ ~I'I'`' •~'~`I'A'n~•^`~~ ~ " / ~ I • • . • • / ? • a • SLOPE
12 (30cm) APART IN A 6 (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. ~ ' ° • ~ • . „ Silt ~ • • . 0
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2 -5 (5cm-12,5cm) (DEPENDING ON BLANKET TYPE) AND STAPLED. Fence Sllt TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED oN TOP) EVEN Fence ' ' ~ 1~ ~ r• • ? ? • Y •
WITH THE COLORED SEAM STITCH"ON THE BLANKET BEING OVERLAPPED, End Filter Fabric Here C~ ?
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m-12m) INTERVALS. USE ' ° ~ ~ • ? • Y ? ? ? • • • • • • ? J
" " 4 Mtn. ----+I ~ ' ~ . A DOUBLE ROW OF STAPLES STAGGERED 4 10cm APART AND 4 10cm ON E R VER E ' ( ) ( ) C NTE O NTIRE WIDTH OF THE CHANNEL ? ~ ~
8, THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES STAKES APPROXIMATELY 12" 30cm APART ` ~I•''~ / ( ) ~ IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING. I ~ ~ , , J
A NOTE: • U' ~
B C CRmCAI P INTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED • Do,~YSO~s AND sNArE ar' TRAP AND • • ? NvwBER o~ eATRES uAY vo,Rr PRCU LE1EI. SPREADER DETUI ~ • s ~ a l_
IF NECESSARY TO ALLOW STAPLES TO SECURE THE a OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE. ' ` " ` ` ' IuuSIFUOO`L DEFER 'O SCHD;ULE FOR f ~ . n DiTAt,CO Dl'pI;VAlION. 3 Z
B. PROJECTED WATER LINE ' r+:; : ' . • • . C. CHANNEL BOTTOM SIDE r ' i ~ Q ,.i CONSiRtIC710N SPECIFlCATIONS ~ ~ O
A / IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" 15 cm MAY " ~ ~ ~ U •.t I. iilE MATTBIO SHWID BE A Y/AIIIM OF A-FT. AIDE EXTF7rDY3 !INCHES OVER THE UP AND BURIED W WCItFS DEED Bi A YEATN:AL TRENCH ON THE tAM41 EDfE THE IIPPEA EDtE SHOUID BUTT ? A6WST SN001HLY CLT SOD AIO BE SECURELY HF3D 4V PIALE WTH CLOg1Y BARGED NEAYY piJi1' r n V W Z
B BE NECESSARY TO PROPERLY ANCHOR HE B NKETS. soh cun~ Pur,EO n+ nos oa~csth C T Of $ilt F eu~ r~ auu i~ naw "n oni u;o sr raE srAFyES AT , V J 3 ' NOTE: USE FABRIC THAT IS AT LEAST 4' t EH91RE THAT t~ ~ApA ter x u~ FaR uN~Rw ~AOIHO aF srarn~ Rvxa~T, Z ~ N
Beat Least j nce Must I r >Rr.":~„ ~-,~;ENOY, 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725 the T AbOYe FRONT Y F~,, !tT{ r a wla~RUCT THE EE~El SPREADER aN uxasluRem sD~ HoT aH W ~ J WIDE Tp CONSTRUCT THE TRAP SO THERE ~ cnnTRUCT A W ~ _ IS ENOUGH TD BURY THE BDTTOM pND THE TIpTH ARO DEPTH a n~ °NSPIaA~DEAaN pow THE a~xaoH a~E'AWi'a ro etfND suoon+LY To ~ ~
op of the Washed ~ ~LT ~ ol•nFr. USA 1-800-772-2040 CANADA 1-800-448-2040 Stone + BUrryy Wire Fence, ~ ro onus rrn www,nagreen,com Flit$r Fabric eccnasuL nrosutnau. U Q~ ntT Ev+c~ cenFt CREATE 31DE5 AT LEAST 3' HIGH. d o~ERg RUNOFF FROH THE saREAnER ACROSS A RIOPEPIY STAB1tdED SLOPE NDT TO E%CfID = 0 O~NA7°i n~nauincOU e. iwEUAI"~aY A~FTEATMiis~coNSmucnr SMOOTH To IRFP Flow PROD CONCE1l1RAnFla ~ ~ Qy w
and Hardware . ARFa a THE ON, WPROPPoAIELY SEID AND NULCN THE ENTIRE DISNRSD O Q 11 ~ W it
Steel Fence post Set Max, 2' Apart Cloth In Trench fi:ore j, Illasuuso° oT a Silt Eeoce Oada. a Jm ~ OW CONSTRUCTION PARAMETERS
TYPE-A SEDIMENT TRAP TYPE ENTRANCE WIDTH DEPTH END WIDTH LENGTH DESIGN FLOW pR~ n,IF(`TN(1
IAIQTQI I~TI/1AIL'? Cr1Q I'11TnL.~ I IAICD ,,,_s~_.
u w ~ ~ ivv ~ ivi v~ i vi ~ ~i i vi ~ ~n rrn i I u U.o' 3 10' 0.10 CFS B 16' 0.6' 3' 20' 10.20 CFS
C 24' 0.7' 3' 30' 20.30 CFS 05-070
TYPE A BASIN 1 TYPE A BASIN
DRAWING NO,
LEVEL SPREADER 9
(PERMANENT)