20051046 Ver 1_Complete File_20050505

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 28, 2005
Mr. Randy C. Guy, President
Eastern Log Sales, Inc.
P.O. Box 7723
Rocky Mount, NC 27804
Subject Property: Womble Farms
Pig Basket Creek [030302, 26-68-3-(2), C, NSW]
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Guy:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-1046
Nash County
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 60 linear feet of stream and 300 square feet (ft) of protected riparian buffers
(180 square feet Zone 1, and 120 square feet Zone 2) for the purpose of constructing the proposed culvert
extension and subdivision at the subject property, as described within your application dated June 3, 2005
and received by the N.C. Division of Water Quality (DWQ) on June 8, 2005, with additional information
received by the DWQ on July 5, 2005, July 27, 2005, August 23, 2005 and September 28, 2005. After
reviewing your application, we have decided that the impacts are covered by General Water Quality
Certification Number(s) 3402 (GC3402). The Certification(s) allows you to use Nationwide Permit(s) 39
when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your approved
Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0259. In
addition, you should obtain or otherwise comply with any other required federal, state or local permits
before you go ahead with your project including (but not limited to) Erosion and Sediment Control, and
Non-discharge regulations. Also, this approval to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA
Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
Conditions of Certification:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: http://h2o.enr.state.nc. us/ncwetlands
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An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Eastern Log Sales, Inc.
Page 2 of 3
October 28, 2005
Amount Approved Units Plan Location or Reference
Stream 60 linear feet) PCN age 4 of 8
404/CAMA Wetlands 0.038 acres PCN page 4 of 8
Zone 1 TPBR Buffer Impacts 180 (square feet PCN page 7 of 8
Zone 2 TPBR Buffer Impacts 120 (square feet PCN page 7 of 8
Sediment and Erosion Control:
2. Erosion and sediment control practices must be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management Practices in
order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the 404/401Permit Application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur;
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project;
5. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15 NCAC 2H,
Section.0500;
6. Deed Notifications - Deed notifications or similar mechanisms shall be placed on all retained
jurisdictional wetlands, waters and protective buffers in order to assure compliance for future
wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. A sample deed notification can be downloaded from the 401/Wetlands Unit
web site at http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be
modified as appropriate to suit to this project;
Eastern Log Sales, Inc.
Page 3 of 3
October 28, 2005
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:///t2o.enr.state.ne.tisl..vtilForms 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.
Therefore, you must provide plans with adequate details that indicate that the current stability of the
stream will be maintained or enhanced. You must receive written approval from this Office for the
above plans before the culvert(s) is installed. Culvert(s) must be installed according to approved plans.
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 401Metlands
Unit of the NC Division of Water Quality upon completion of the project. Please send photographs
Eastern Log Sales, Inc.
Page 4 of 3
October 28, 2005
upstreans and downstream of each culvert site to document correct installation along with the
Certificate of Completion form.
9. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate before
discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not possible, it may
be necessary to provide stormwater facilities that are considered to remove nitrogen. This may require
additional approval from this Office.
Certificate of Completion:
10. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650
Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Mike Horan in the DWQ Raleigh Regional Office at 919-791-4200.
AWK/ijm
Enclosures: GC 3402
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
Mike Horan, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Sincerely,
Ala W. Klimek, P.E.
Filename: 051046WombleFan ns(Nasb)401+TPBR
?F W ATF9 Michael F. Easley, Governor
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V w r William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
--,. Alan W. Klimek, P.E. Director
Division of Water Quality
June 20, 2005
DWQ Project # 051046
Nash County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Eastern Log Sales, Inc.
P.O. Box 7723
Rocky Mount, NC 27804-0723
Subject Property: Womble Farms
Nashville
Nash County, NC
REQUEST FOR MORE INFORMATION
Dear Mr. Randy C. Guy:
On June 8, 2005, the Division of Water Quality (DWQ) received your application dated June 3, 2005 to
impact 60 feet of streams to construct the proposed replacement of an existing culvert with a larger
culvert as a component of a stormwater management plan for the proposed residential subdivision. 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 use the most recent version of the Pre-Construction Notification (PCN) which maybe found
at www.h2o.enr.state.ne.us/ncwetlands). The correct version has twelve (12) pages and has
additional information on stormwater, sewage disposal and possible violations as required by
DWQ.
2. Please provide the location of any proposed stormwater management practices as required by the
Tar-Pamlico Buffer rules. Additionally, please specify the percent of project imperviousness area
based on the estimated built-out conditions and please indicate all stormwater outfalls and diffuse
flow provision measures on the site plan.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Mike Horan 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.
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: htto://h2o.enr.state.nc.us/ncwetlands
N r hCarolina
atura!!il
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Eastern Log Sales, Inc.:
Page 2 of
June 20, 2005:
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. John Dorney 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 Permits Unit
CBK/ijm
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 051046WombleFarms(Nash)0n11o1d
WATF9P Michael F. Easley, Governor
William G. Ross Jr., Secretary
7 North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 20, 2005
DWQ Project # 05-1046
Nash County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Randy C. Guy, President
Eastern Log Sales, Inc.
P.O. Box 7723
Rocky Mount, NC 27804-0723
Subject Property:
Womble Farms
Beulah Road
Nashville, NC
REQUEST FOR MORE INFORMATION
Dear Mr. Randy C. Guy:
On July 5, 2005, the Division of Water Quality (DWQ) received your additional information
dated June 28, 2005, you submitted for your application. According to the application, you
propose to impact 60 feet of streams to construct the planned replacement of an existing culvert
with a larger culvert as a component of a stormwater management plan for the proposed
residential subdivision. The DWQ has determined that your application remains 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:
Please include a drainage map, level spreader worksheets, and a signed notarized operation
and maintenance agreement with supporting calculations.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Mike Horan 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.
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: htto://h2o.enr.state.nc.us/ncwetlands
N r hCarolina
,atrrra!!if
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/l0% Post Consumer Paper
Eastern Log Sales, Inc.
Page 2 of 2
July 20, 2005:
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. John Dorney
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 Permits Unit
CBK/ijm
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 051046WombleFarms (Nash)OnHold_2
W ATF9Q Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
?i
R)
Alan W. Klimek, P.E. Director
Division of Water Quality
August 1, 2005
DWQ Project # 05-1046
Nash County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Randy C. Guy, President
Eastern Log Sales, Inc.
P.O. Box 7723
Rocky Mount, NC 27804-0723
Subject Property:
Womble Farms
Beulah Road
Nashville, NC
REQUEST FOR MORE INFORMATION
Dear Mr. Randy C. Guy:
On July 5, 2005, the Division of Water Quality (DWQ) received your additional information
dated June 28, 2005, you submitted for your application. Again on July 27, 2005, DWQ
received your additional information dated July 26, 2005, you submitted for your application.
According to the application, you propose to impact 60 feet of streams to construct the planned
replacement of an existing culvert with a larger culvert as a component of a stormwater
management plan for the proposed residential subdivision. The DWQ has determined that your
application remains 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:
The number of level spreaders proposed is quite inadequate and those that are proposed are
not per DWQ Guidelines.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Mike Horan 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.
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone] / Internet: http://h2o.enr,state.nc.us/ncwetlands
One
NhCarolina
? afirrally
An Equal Opportunity/Affirmative Action Employer- 500% Recycled/10% Post Consumer Paper
Eastern Log Sales, Inc.
Page 2 of 2
July 20, 2005:
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. John Dorney
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 Permits Unit
CBKlijm
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Hicname: 051046womblcFarms(Nash)Onllold}
?OF W ATFgQ Michael F. Easley, Governor
William G, Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
LM?
Alan W. Klimek, P.E. Director
-? Division of Water Quality
September 16, 2005
DWQ Project # 20051046
Nash County
Page 1 of 2
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Randy C. Guy, President
Eastern Log Sales, Inc.
PO Box 7723
Rocky Mount, NC 27804
Subject Property: Womble Farms
REQUEST FOR MORE INFORMATION
Dear Mr. Guy:
On July 5, 2005, July 27, 2005 and August 23, 2005, the Division of Water Quality (DWQ) received your
additional information to impact 60 feet of stream and 300 square feet (ft) of protected riparian buffers to
construct the proposed culvert extension and subdivision. On September 15, 2005, Darrin Wall from
Eastern Log Sales, Inc., Ted Hopkins from Civiltek Associates, PA, Debbie Edwards and Mike Horan
both from the Division of Water Quality had a meeting to discuss additional issues with your application.
The DWQ has determined that your application remains incomplete and additional information is needed
as discussed below. The DWQ will require additional information in order to process your application to
impact protected wetland, streams and/or buffers 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 213 .0233(8) and will place this project on hold as incomplete until
we receive this additional information. Please provide the following information that was discussed in the
September 15, 2005 meeting so that we may continue to review your project.
Additional Information Requested:
1. Please design level spreaders and submit level spreader worksheets for the following locations:
Lot 24, between lots 39 & 40, and between lots 47 & 48.
2. Please design all proposed level spreaders to DWQ guidelines, which include constructing the level
spreaders in a way that has perpendicular flow of stormwater into the level spreader and the level
spreader constructed parallel to the subject stream/open water, utilizing the topography.
3. Please place silt fencing around all proposed stockpiling areas adjacent to riparian buffers.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Mike Horan 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.
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: httn:L/h2o.enestate.ne.uc.'newetlands
Nor`thCarolina
aturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Eastern Log Sales, Inc.
Page 2 of 2
9/16/05
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. Deborah Edwards at 919-733-9502 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
CBKldae
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 20051046WombleFarms(Nash)liold3
Eastern Log Sales.,
Post Office Box 7723 • Rocky Mount, NC 27804-0723 _
Phone [phone] Fax [phone]
?-
June 3, 2005
Division of Water Quality
Raleigh Regional Office
2321 Crabtree Blvd.
Suite 250
Raleigh, NC 27604
Please accept our PCN application along with the application fee of
$200.00. All information requested is enclosed. If any additional information is needed,
please contact our office at the numbers listed above. We appreciate your consideration
of our application submitted.
Sincerely,
rRo4nG?? l?? '
Randy C. Guy
Eastern Log Sales, Inc.
JUN S 2005
DENR - WATER, QUALITY
1h'ETLANDS AND STORiAVATER 6RAI4CH
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
Division of Water Quality
June 2, 2005
TPBRRO#05-141
County: Nash
Eastern Log Sales, Inc.
C/o Darrin Wall
PO Box 7723
Nashville, NC 27356
Attn: Mr. Darrin Nall
BASIN:
Neuse River
Tar-Pamlico X
(15A NCAC 213.0233)
(15A NCAC 213 .0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Womble Farms
Location/Directions: West of intersection of West Beulah Rd & Womble Rd North of Nashville. NC
Subject Stream: UT to Pig Basket Creek
Date of Determination: 5/19/05
Feature Start Buffer
GPS Points (if
provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
A Subject
start & stop
TPBR Flag X
B Subject X
Pond Not Subject

Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
Darrin Wall
Engilsh Road Tract
6/2/2005
Page 2 of 2
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water
exists and that it is subject to the buffer rule may request a determination by the Director. A request for a
determination by the Director shall be referred to the Director in writing c/o Cyndi Karoly, DWQ
Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination
by the DWQ or Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for
an ad judicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants are
hereby notified that the 60-day statutory appeal time does not start until the affected party (including
downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner. To ask
for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
determination is final and binding unless you ask for a hearing within 60 days. ,
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State,
and Federal Agencies) of this decision concerning any future correspondences regarding the subject property
(stated above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries
should be directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army
Corp of Engineers (Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
Michael Horan
Environmental Spec. I
CC: Civiltek Land Surveying, Ted S. Hopkins, PLS, 602 East Nash St., Spring Hope, NC 27882
Planning & Development, City of Rocky Mount, 331 S. Franklin St., PO Box 1180, Rocky Mount, NC 27802
Water Resources, City of Rocky Mount, 331 S. Franklin St., PO Box 1180, Rocky Mount, NC 27802
Jean Maneule, US Army Corps of Engineers, Raleigh Regulatory Office
Nash County NRCS, Rooin 107, Agricultural Center Dr., Nashville, NC 27856
Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
File Copy
Central Files
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This soil survey map was compiled by the U.S. Department of Agriculture,
Soil Conservation Service, and cooperating agencies. Base maps are
orthophotographs prepared by the U.S. Department of the Interior, Geological
Survey, from 1975 • 1980 aerial photography. Coordinate grid ticks and
land division corners, if shown, are approximately positioned.
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5000 4000 3000 2000 1000 0__
Scale - 1:24000
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NASH COUNTY, NORTH CAROLINA NO. 4
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Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. ?) 110 11 is
(If any particular item is not applicable to tnts project, please enter "Not Appncaoie or N/A.)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: TPBR39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information ((?? '?f (?
1. Owner/Applicant Information L:.? D
Name: Eastern Log Sales, Inc. 2005
Mailing Address: PO BOX 7723 JUN B'
Rocky Mount, NC 27804 DEI4R • WATER QUA M
STOi?t'? LATER EitAtiCN
VYcTLF f:US NO
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:- [e-mail]
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.)
N/A
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
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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: Womble Farms
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0380200743191
4. Location
County: NASH Nearest Town: Nashville
Subdivision name (include phase/lot number):Womble Farms
Directions to site (include road numbers/names, landmarks, etc.): Take Hwy 64 East to
Hwy. 58 South; continue to 4`h Stop Light(Alston Street) make left heading North;
Continue approx. 3 miles until reaching Beulah road, turn left(West); Farm located on
left.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36° 00.602°N 77° 57.938°W
6. Property size (acres): 91
7. Name of nearest receiving body of water: Pig Basket Creek
8. River Basin:-Tar-Pamlico
(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.ne.us/adminhnaps/.)
Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Agricultural
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• Describe the overall project in detail, including the type of equipment to be used:-Residential
• Sub- Division, Grading, Roadway installation, and Home Construction; Equipment to
• be used Bulldozer, Pan, Backhoe, and Excavator.
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• Explain the purpose of the proposed work: Residential Subdivision
• IV. Prior Project History
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• 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.
• Met with Mr. Michael Horan DWQ RRO on May, 19'h 2005 for Buffer Determination
• V. Future Project Plans
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• 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.
S Possible Enlargement of irrigation pond
• VI. Proposed Impacts to Waters of the United States/Waters of the State
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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.
• Provide a written description of the proposed impacts:
• To enlarge existing culvert to help with the increasing amount of additional storm water
• created by proposed residential subdivision.
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1. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
co rntPly lict imnnrtc dm-. to hnth Ctnlctilre and flnnding_
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet Area of
Impact
(acres)
None Herbaceous NO
Riparian

Total Wetland Impact (acres)
2. List the total acreage (estimated) of all existing wetlands on the property: 0.426
3. 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
m„ct hP inchided_ Tn calculate acreage- multinlv 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 UT to Pig Basket
'Creek Road Crossing Perennial 14-16" 60' 0.00172

Total Stream Impact (by length and acreage) 60' .00172
4. 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 PXravntinn drodainrl_ flnndinu_ drainage- hulkhead.s_ 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
N/A

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Total Open Water Impact (acres) 1 ::1
5. List the cumulative impact to all Waters of the U.S. resulting from the project.
Stream Impact (acres): N/A
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) N/A
Total Stream Impact (linear feet): 60'
6. 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.
No Impacts to Isolated Waters
Existing irrigation Pond 0.3 Acres
7. Pond Creation N/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: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
® information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
® site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
® Use of one existing Crossing which is a 90 ° crossing to the riparian area, Adding an
additional Hardwood buffer to the intermittent stream to assist with any additional
nutrient run off.
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
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freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
• streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
® necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
® but are not limited to: reducing the size of the project; establishing and maintaining wetland
e 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
http://h2o.enr.state.ne.us/ncwetlands/strmaide.htm1.

® 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.
No Mitigation is required although a buffer enhancement of hardwood trees of
e appropriate species shall be planted on the intermittent stream to add a buffer to the
non-buffered stream, identified as #2 on the site plan.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
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s responsibility to contact the NCEEP at
Program (NCEEP). Please note it is the applicant
S [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://li2o.enr.state.nc.us/wrp/index.litni. If use of the NCEEP is proposed, please
e check the appropriate box on page five and provide the following information:

N/A
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
® Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):

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IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federaUstate) 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 Tar-Pamlico 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 Zone* I Impact I Multiplier I Required
(square feet) Mitigation
1 1 180 I 3 (2 for Catawba)
2 120 1.5
Total I 300 I 1
• 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 213 .0242 or .0244, or
.0260.
N/A
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X1. 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).
Not Applicable

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Appliedint/Agent's Signiftpre Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
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WQC #3402
® GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE
FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBERS 18 (MINOR DISCHARGES)
• 39 (RESIDENTIAL, COMMERCIAL AND INSTITUTIONAL DEVELOPMENTS),
41 (RESHAPING EXISTING DRAINAGE DITCHES), 42 (RECREATIONAL FACILITIES),
43 (STORMWATER MANAGEMENT FACILITIES) AND 44 (MINING ACTIVITIES),
® AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
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This General Certification is issued in conformity with the requirements of Section 401,
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Water Quality (DWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0200 for
the discharge of fill material to waters and adjacent wetland areas or to wetland areas that are not
a part of the surface tributary system to interstate waters or navigable waters of the United States
(i.e., isolated wetlands) as described in 33 CFR 330 Appendix A (B) (18, 39, 41, 42, 43 and 44) of
the Corps of Engineers regulations (i.e., Nationwide Permit No. 39) and for the Riparian Area
Protection Rules (Buffer Rules) in 15A NCAC 2B .0200. This Certification replaces Water Quality
Certification Numbers 3106 and 3108 issued on February 11, 1997, and Water Quality
Certification Number 3287 issued on June 1, 2000 and Water Quality Certification Number 3362
issued March 18, 2002. This WQC is rescinded when the Corps of Engineers re-authorizes
Nationwide Permits 18, 39, 41, 42, 43 or 44 or when deemed appropriate by the Director of DWQ.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Enumerating and Reporting of Impacts:
• Streams - Impacts to streams as determined by the Division of Water Quality shall be
measured as length of the centerline of the normal flow channel. Permanent and/or
temporary stream impacts shall be enumerated on the entire project for all impacts
regardless of which 404 Nationwide Permits are used. Stream relocations and
stream bed and/or bank hardening are considered to be permanent stream impacts.
Any activity that results in a loss of use of stream functions including but not limited to
filling, relocating, flooding, excavation, dredging and complete shading shall be
considered stream impacts. Enumeration of impacts to streams shall include streams
enclosed by bottomless culverts, bottomless arches or other spanning structures
when a 404 Permit is used anywhere in a project unless the entire structure
(including construction impacts) spans the entire bed and both banks of the stream,
is only used for a road, driveway or path crossing, and is not mitered to follow the
stream pattern. Impacts for dam footprints and flooding will count toward the
threshold for stream impacts, but flooding upstream of the dam will not (as long as no
filling, excavation, relocation or other modification of the existing stream dimension,
pattern or profile occurs) count towards mitigation requirements. Any filling,
excavation, relocation or other modification of the existing stream (other than
flooding) must re-establish the same dimensions, patterns and profiles of the existing
channel (or those of a stable reference reach if the existing channel is unstable) to
the maximum extent practical.
• Wetlands - Impacts to wetlands as determined by the Division of Water Quality shall
be measured as area. Permanent and/or temporary wetland impacts shall be
enumerated on the entire project for all impacts regardless of which 404 Nationwide
Permits are used. Any activity that results in a loss of use of wetland functions
including but not limited to filling, excavating, draining, and flooding shall be
considered wetland impacts. Enumeration of impacts to wetlands shall include
activities that change the hydrology of a wetland when a 404 Permit is used
anywhere in a project.
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WQC #3402
• Lakes and Ponds - Impacts to waters other than streams and wetlands as
® determined by the Division of Water Quality shall be measured as area. Permanent
and/or temporary water impacts shall be enumerated on the entire project for all
impacts proposed regardless of which 404 Nationwide Permits are used. Any activity
that results in a loss of use of aquatic functions including but not limited to filling and
dredging shall be considered waters impacts.
Application Thresholds - Stream, wetland and water impacts that exceed any of the
0 thresholds below require a complete application and written concurrence to use this
Certification:
• Total stream impacts of greater or equal to 150 cumulative feet of stream length for
the entire project require written notification to and approval by the Division of Water
Quality, and/or
• Impacts to waters of equal to or greater than 1/3 of an acre require written notification
S to and approval by the Division of Water Quality, and/or
• Wetland impacts of greater or equal to 1/3 of an acre east of 1-95 and 1/10 of an acre
• west of 1-95 require written notification to and approval by the Division of Water
Quality except as specified below. Any impacts to wetlands adjacent to waters
designated as ORW, SA, WS-I, WS-II or Trout or are designated as a North Carolina
• or National Wild and Scenic River and wetlands classified as SWL and/or UWL as
well as wetlands described in 15A NCAC 2H.0506 (e) require a complete application
• and written concurrence from the Division of Water Quality to use this Certification.
These thresholds apply for the entire project regardless of the number of Nationwide
Permits applicable to the Certification that are issued by the USACE for the project;
• Written notification to DWQ is required for all applications that propose to use
Nationwide Permit 18. This notification requirement will be satisfied by providing two
. (2) copies of the PCN form to DWQ at the same time that the PCN form is sent to the

e US Army Corps of Engineers. A formal application and fee is not required unless
DWQ decides that an Individual Certification will be required for the project. In this
• case, the applicant will be notified in writing from DWQ within 30 days of the receipt
of the written notification.
• Proposed fill or substantial modification of any amount of wetlands classified in
• accordance with 15A NCAC 2B .0101(e)(7) as Unique Wetlands (UWL) shall require
written concurrence from the Division of Water Quality;
w 2. Impacts to any stream length in the Neuse, Tar-Pamlico or Randleman River Basins (or
any other major river basins with Riparian Area Protection Rules [Buffer Rules] in effect at
e the time of application) requires written concurrence for this Certification from DWQ in
"
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from these rules do not
exempt
accordance with 15A NCAC 213.0200. Activities listed as
® need to apply for written concurrence under this Certification. New development activities
located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not)
• within the Neuse and Tar-Pamlico River Basins shall be limited to "uses" identified within
• and constructed in accordance with 15A NCAC 2B .0200. All new development shall be
located, designed, constructed, and maintained to have minimal disturbance to protect
• water quality to the maximum extent practicable through the use of best management

• practices;
3. Irrespective of other application thresholds in this General Certification, all impacts to
perennial waters and their associated buffers require written approval from DWQ since
• such impacts are allowable as provided in 15A NCAC 2B. 0212 (WS-1), 213.0213 (WS-II),
2B.0214 (WS-III) and 26.0215 (WS-IV). Only water dependent activities, public projects
and structures with diminimus increases in impervious surfaces will be allowed as outlined
in those rules. All other activities require a variance from the delegated local government
and/or the NC Environmental Management Commission before the 401 Water Quality
• Certification can be processed. In addition, a 30 foot wide vegetative buffer for low
• density development or a 100 foot wide vegetative buffer for high density development
•

WQC #3402
must be maintained adjacent to all perennial waters except for allowances as provided
under the Water Supply Watershed Protection Rules. For the purposes of this condition,
perennial waters are defined as those shown as perennial waters on the most recent
USGS 1:24,000 topographic map or as otherwise determined by local government
studies;
4. Additional site-specific stormwater management requirements may be added to this
Certification at DWQ's discretion on a case by case basis for projects that have or are
anticipated to have impervious cover of greater than 30 percent. Site-specific stormwater
management shall be designed to remove 85% TSS according to the latest version of
DWQ's Stormwater Best Management Practices manual at a minimum.
Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW), water supply waters
(WS), trout waters Jr), high quality waters (HOW), and outstanding resource waters
(ORW), the Division shall require that extended detention wetlands, bio-retention areas,
and ponds followed by forested filter strips (designed according to latest version of the NC
DENR Stormwater Best Management Practices Manual) be constructed as part of the
stormwater management plan when a site-specific stormwater management plan is
required.
For streams classified as Water Supply, High Quality Waters and Outstanding Resource
Waters, post-construction, on-site stormwater management shall be required as
appropriate and as outlined in 15A NCAC 213.0104(m) and 2H .1000 to.1007,
respectively, in addition to that required in this General Certification.
Alternative designs may be requested by the applicant and will be reviewed on a case-by-
case basis by the Division of Water Quality.
Approval of stormwater management plans by the Division of Water Quality's other
existing state stormwater programs including appropriate local programs are sufficient to
satisfy this Condition as long as the stormwater management plans meet or exceed the
design requirements specified in this condition. This condition applies unless more
stringent requirements are in effect from other state water quality programs.
• Unless specified otherwise in the approval letter, the final, written stormwater
management plan shall be approved in writing by the Division of Water Quality's
Wetlands Unit before the impacts specified in this Certification occur.
• The facilities must be designed to treat the runoff from the entire project, unless
otherwise explicitly approved by the Division of Water Quality.
• Also, before any permanent building or other structure is occupied at the subject site,
the facilities (as approved by the Wetlands Unit) shall be constructed and operational,
and the stormwater management plan (as approved by the Wetlands Unit) shall be
implemented.
• The structural stormwater practices as approved by the Wetlands Unit as well as
drainage patterns must be maintained in perpetuity.
• No changes to the structural stormwater practices shall be made without written
authorization from the Division of Water Quality.
5. Compensatory stream mitigation shall be required at a 1:1 ratio for not only perennial but
also intermittent stream impacts that require application to DWQ in watersheds classified
as ORW, HOW, Tr, WS-1 and WS-11 unless the project is a linear, publicly-funded
transportation project, which has a 150-foot per-stream impact allowance;
6. In accordance with North Carolina General Statute Section 143-215.3D(e), any
application for a 401 Water Quality Certification must include the appropriate fee. If a
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WQC #3402
project also requires a CAMA Permit, one payment to both agencies shall be submitted
and will be the higher of the two fees;
In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be
required for impacts to 150 linear feet or more of streams and/or one acre or more of
wetlands for an entire project. For linear public transportation projects, impacts equal to
or exceeding 150 feet per stream may require mitigation. In addition, buffer mitigation
may be required for any project with Riparian Area Protection Rules (Buffer Rules) in
effect at the time of application for buffer impacts resulting from activities classified as
"allowable with mitigation" within the "Table of Uses" section of the Buffer Rules or require
a variance under the Buffer Rules. A determination of buffer, wetland and stream
mitigation requirements shall be made for any Certification for this Nationwide Permit.
The most current design and monitoring protocols from DWQ shall be followed and written
plans submitted for DWQ approval as required in those protocols. When compensatory
mitigation is required for a project, the mitigation plans must be approved by DWQ in
writing before the impacts approved by the Certification occur, unless otherwise specified
in the approval letter. The mitigation plan must be implemented and/or constructed before
any permanent building or structure on site is occupied. In the case of public road
projects, the mitigation plan must be implemented before the road is opened to the
travelling public. Please note that if a stream relocation is conducted as a stream
restoration as defined in The Internal Technical Guide for Stream Work in North Carolina ,
April 2001, the restored length can be used as compensatory mitigation for the impacts
resulting from the relocation;
8. For any project involving re-alignment of streams, a stream relocation plan must be
included with the 401 application for written DWQ approval. Relocated stream designs
should include the same dimensions, patterns and profiles as the existing channel (or a
stable reference reach if the existing channel is unstable), to the maximum extent
practical. The new channel should be constructed in the dry and water shall not be turned
into the new channel until the banks are stabilized. Vegetation used for bank stabilization
shall be limited to native woody species, and should include establishment of a 30 foot
wide wooded and an adjacent 20 foot wide vegetated buffer on both sides of the relocated
channel to the maximum extent practical. A transitional phase incorporating coin fiber and
seedling establishment is allowable. Also, rip-rap, A-Jacks, concrete, gabions or other
hard structures may be allowed if it is necessary to maintain the physical integrity of the
stream, but the applicant must provide written justification and any calculations used to
determine the extent of rip-rap coverage requested. If suitable stream mitigation is not
practical on-site, then stream impact will need to be mitigated elsewhere. Please note
that if a stream relocation is conducted as a stream restoration as defined in The Internal
Technical Guide for Stream Work in North Carolina , April 2001, the restored length can
be used as compensatory mitigation for the impacts resulting from the relocation;
9. Placement of culverts and other structures in waters, streams, and wetlands must be
placed below the elevation of the streambed to allow low flow passage of water and
aquatic life unless it can be shown to DWQ that providing passage would be impractical.
Design and placement of culverts including open bottom or bottomless arch culverts and
other structures including temporary erosion control measures shall not be conducted in a
manner that may result in aggradation, degradation or significant changes in hydrology of
wetlands or stream beds 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 to do so in writing by DWQ. Additionally, when roadways,
causeways or other fill projects are constructed across FEMA-designated floodways or
wetlands, openings such as culverts or bridges must be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
aggradation, degradation or significant changes in hydrology of streams or wetlands;
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WQC #3402
10. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is
more appropriate (available from the Division of Land Resources (DLR) in the DENR
Regional or Central Offices) shall be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management
Practices in order to assure compliance with the appropriate turbidity water quality
standard;
11. All sediment and erosion control measures placed in wetlands and waters shall be
removed and the original grade restored within two months after the Division of Land
Resources has released the project;
12. That additional site-specific conditions may be added to projects proposed under this
Certification in order to ensure compliance with all applicable water quality and effluent
standards;
13. Measures shall be taken to prevent live or fresh concrete from coming into contact
with waters of the state until the concrete has hardened;
14. If an environmental document is required, this Certification is not valid until a Finding of
No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse;
15. If this Certification is used to access building sites, all lots owned by the applicant must be
buildable without additional fill beyond that explicitly allowed under other General
Certifications. The applicant is required to provide evidence that the lots are buildable
without requiring additional impacts to wetlands, waters or buffers if required to do so in
writing by DWQ. For road construction purposes, this Certification shall only be utilized
from natural high ground to natural high ground;
16. Deed notifications or similar mechanisms shall be placed on all lots with remaining
jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds. These
mechanisms shall be put in place within 30 days of the date of issuance of the 401
Certification letter or the issuance of the 404 Permit (whichever is later). A sample deed
notification format can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands . DWQ shall be sent copies of all deed restrictions
applied to these lots;
17. When written concurrence is required, the applicant is required to use the most recent
version of the Certification of Completion form to notify DWQ when all work included in the
401 Certification has been completed;
18. Concurrence from DWQ that this Certification applies to an individual project shall expire
three years from the date of the cover letter from DWQ or on the same day as the
expiration date of the corresponding Nationwide Permit 18, 39, 41, 42, 43 or 44,
whichever is sooner.

WQC #3402
Non-compliance with or violation of the conditions herein set forth by a specific fill project
may result in revocation of this Certification for the project and may also result in criminal and/or
civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a
formal application for Individual Certification for any project in this category of activity that
requires written concurrence under this certification, if it is determined that the project is likely to
have a significant adverse effect upon water quality or degrade the waters so that existing uses of
the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: March 2003
DIVISION OF WATER QUALITY
By
Alan W. Klimek, P.E.
Director
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WQC # 3402
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WQC #3402
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE
FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBERS 18 (MINOR DISCHARGES)
39 (RESIDENTIAL, COMMERCIAL AND INSTITUTIONAL DEVELOPMENTS),
41 (RESHAPING EXISTING DRAINAGE DITCHES), 42 (RECREATIONAL FACILITIES),
43 (STORMWATER MANAGEMENT FACILITIES) AND 44 (MINING ACTIVITIES),
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
ICJ This General Certification is issued in conformity with the requirements of Section 401,
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Water Quality (DWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 213.0200 for
the discharge of fill material to waters and adjacent wetland areas or to wetland areas that are not
a part of the surface tributary system to interstate waters or navigable waters of the United States
(i.e., isolated wetlands) as described in 33 CFR 330 Appendix A (B) (18, 39, 41, 42, 43 and 44) of
the Corps of Engineers regulations (i.e., Nationwide Permit No. 39) and for the Riparian Area
Protection Rules (Buffer Rules) in 15A NCAC 2B .0200. This Certification replaces Water Quality
Certification Numbers 3106 and 3108 issued on February 11, 1997, and Water Quality
Certification Number 3287 issued on June 1, 2000 and Water Quality Certification Number 3362
issued March 18, 2002. This WQC is rescinded when the Corps of Engineers re-authorizes
Nationwide Permits 18, 39, 41, 42, 43 or 44 or when deemed appropriate by the Director of DWQ.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Enumerating and Reporting of Impacts:
• Streams - Impacts to streams as determined by the Division of Water Quality shall be
measured as length of the centerline of the normal flow channel. Permanent and/or
temporary stream impacts shall be enumerated on the entire project for all impacts
regardless of which 404 Nationwide Permits are used. Stream relocations and
stream bed and/or bank hardening are considered to be permanent stream impacts.
Any activity that results in a loss of use of stream functions including but not limited to
filling, relocating, flooding, excavation, dredging and complete shading shall be
considered stream impacts. Enumeration of impacts to streams shall include streams
enclosed by bottomless culverts, bottomless arches or other spanning structures
when a 404 Permit is used anywhere in a project unless the entire structure
(including construction impacts) spans the entire bed and both banks of the stream,
is only used for a road, driveway or path crossing, and is not mitered to follow the
stream pattern. Impacts for dam footprints and flooding will count toward the
threshold for stream impacts, but flooding upstream of the dam will not (as long as no
filling, excavation, relocation or other modification of the existing stream dimension,
pattern or profile occurs) count towards mitigation requirements. Any filling,
excavation, relocation or other modification of the existing stream (other than
flooding) must re-establish the same, dimensions, patterns and profiles of the existing
channel (or those of a stable reference reach if the existing channel is unstable) to
the maximum extent practical.
• Wetlands - Impacts to wetlands as determined by the Division of Water Quality shall
be measured as area. Permanent and/or temporary wetland impacts shall be
enumerated on the entire project for all impacts regardless of which 404 Nationwide
Permits are used. Any activity that results in a loss of use of wetland functions
including but not limited to filling, excavating, draining, and flooding shall be
considered wetland impacts. Enumeration of impacts to wetlands shall include
activities that change the hydrology of a wetland when a 404 Permit is used
anywhere in a project.

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WQC #3402
• Lakes and Ponds - Impacts to waters other than streams and wetlands as
determined by the Division of Water Quality shall be measured as area. Permanent
and/or temporary water impacts shall be enumerated on the entire project for all
impacts proposed regardless of which 404 Nationwide Permits are used. Any activity
that results in a loss of use of aquatic functions including but not limited to filling and
dredging shall be considered waters impacts.
Application Thresholds - Stream, wetland and water impacts that exceed any of the
thresholds below require a complete application and written concurrence to use this
Certification:
• Total stream impacts of greater or equal to 150 cumulative feet of stream length for
the entire project require written notification to and approval by the Division of Water
Quality, and/or
• Impacts to waters of equal to or greater than 1/3 of an acre require written notification
to and approval by the Division of Water Quality, and/or
• Wetland impacts of greater or equal to 1/3 of an acre east of 1-95 and 1/10 of an acre
west of 1-95 require written notification to and approval by the Division of Water
Quality except as specified below. Any impacts to wetlands adjacent to waters
designated as ORW, SA, WS-I, WS-II or Trout or are designated as a North Carolina
or National Wild and Scenic River and wetlands classified as SWL and/or UWL as
well as wetlands described in 15A NCAC 2H .0506 (e) require a complete application
and written concurrence from the Division of Water Quality to use this Certification.
These thresholds apply for the entire project regardless of the number of Nationwide
Permits applicable to the Certification that are issued by the USACE for the project;
• Written notification to DWQ is required for all applications that propose to use
Nationwide Permit 18. This notification requirement will be satisfied by providing two
(2) copies of the PCN form to DWQ at the same time that the PCN form is sent to the
US Army Corps of Engineers. A formal application and fee is not required unless
DWQ decides that an Individual Certification will be required for the project. In this
case, the applicant will be notified in writing from DWQ within 30 days of the receipt
of the written notification.
• Proposed fill or substantial modification of any amount of wetlands classified in
accordance with 15A NCAC 2B.0101(e)(7) as Unique Wetlands (UWL) shall require
written concurrence from the Division of Water Quality;
2. Impacts to any stream length in the Neuse, Tar-Pamlico or Randleman River Basins (or
any other major river basins with Riparian Area Protection Rules [Buffer Rules] in effect at
the time of application) requires written concurrence for this Certification from DWQ in
accordance with 15A NCAC 213.0200. Activities listed as "exempt" from these rules do not
need to apply for written concurrence under this Certification. New development activities
located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not)
within the Neuse and Tar-Pamlico River Basins shall be limited to "uses" identified within
and constructed in accordance with 15A NCAC 26.0200. All new development shall be
located, designed, constructed, and maintained to have minimal disturbance to protect
water quality to the maximum extent practicable through the use of best management
practices;
3. Irrespective of other application thresholds in this General Certification, all impacts to
perennial waters and their associated buffers require written approval from DWQ since
such impacts are allowable as provided in 15A NCAC 2B. 0212 (WS-1), 213.0213 (WS-II),
213.0214 (WS-III) and 2B.0215 (WS-IV). Only water dependent activities, public projects
and structures with diminimus increases in impervious surfaces will be allowed as outlined
in those rules. All other activities require a variance from the delegated local government
and/or the NC Environmental Management Commission before the 401 Water Quality
Certification can be processed. In addition, a 30 foot wide vegetative buffer for low
density development or a 100 foot wide vegetative buffer for high density development
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WQC #3402
must be maintained adjacent to all perennial waters except for allowances as provided
under the Water Supply Watershed Protection Rules. For the purposes of this condition,
perennial waters are defined as those shown as perennial waters on the most recent
USGS 1:24,000 topographic map or as otherwise determined by local government
studies;
4. Additional site-specific stormwater management requirements may be added to this
Certification at DWQ's discretion on a case by case basis for projects that have or are
anticipated to have impervious cover of greater than 30 percent. Site-specific stormwater
management shall be designed to remove 85% TSS according to the latest version of
DWQ's Stormwater Best Management Practices manual at a minimum.
Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW), water supply waters
(WS), trout waters Jr), high quality waters (HQW), and outstanding resource waters
(ORW), the Division shall require that extended detention wetlands, bio-retention areas,
and ponds followed by forested filter strips (designed according to latest version of the NC
DENR Stormwater Best Management Practices Manual) be constructed as part of the
stormwater management plan when a site-specific stormwater management plan is
required.
For streams classified as Water Supply, High Quality Waters and Outstanding Resource
Waters, post-construction, on-site stormwater management shall be required as
appropriate and as outlined in 15A NCAC 213 .0104(m) and 2H .1000 to .1007,
respectively, in addition to that required in this General Certification.
Alternative designs may be requested by the applicant and will be reviewed on a case-by-
case basis by the Division of Water Quality.
Approval of stormwater management plans by the Division of Water Quality's other
existing state stormwater programs including appropriate local programs are sufficient to
satisfy this Condition as long as the stormwater management plans meet or exceed the
design requirements specified in this condition. This condition applies unless more
stringent requirements are in effect from other state water quality programs.
• Unless specified otherwise in the approval letter, the final, written stormwater
management plan shall be approved in writing by the Division of Water Quality's
Wetlands Unit before the impacts specified in this Certification occur.
• The facilities must be designed to treat the runoff from the entire project, unless
otherwise explicitly approved by the Division of Water Quality.
• Also, before any permanent building or other structure is occupied at the subject site,
the facilities (as approved by the Wetlands Unit) shall be constructed and operational,
and the stormwater management plan (as approved by the Wetlands Unit) shall be
implemented.
• The structural stormwater practices as approved by the Wetlands Unit as well as
drainage patterns must be maintained in perpetuity.
• No changes to the structural stormwater practices shall be made without written
authorization from the Division of Water Quality.
5. Compensatory stream mitigation shall be required at a 1:1 ratio for not only perennial but
also intermittent stream impacts that require application to DWQ in watersheds classified
as ORW, HQW, Tr, WS-1 and WS-11 unless the project is a linear, publicly-funded
transportation project, which has a 150-foot per-stream impact allowance;

® 6. In accordance with North Carolina General Statute Section 143-215.3D(e), any
application for a 401 Water Quality Certification must include the appropriate fee. If a

'
WQC #3402
project also requires a CAMA Permit, one payment to both agencies shall be submitted
and will be the higher of the two fees;
7. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be
required for impacts to 150 linear feet or more of streams and/or one acre or more of
' wetlands for an entire project. For linear public transportation projects, impacts equal to
_ or exceeding 150 feet per stream may require mitigation. In addition, buffer mitigation
may be required for any project with Riparian Area Protection Rules (Buffer Rules) in
effect at the time of application for buffer impacts resulting from activities classified as
"allowable with mitigation" within the "Table of Uses" section of the Buffer Rules or require
a variance under the Buffer Rules. A determination of buffer, wetland and stream
mitigation requirements shall be made for any Certification for this Nationwide Permit.
The most current design and monitoring protocols from DWQ shall be followed and written
plans submitted for DWQ approval as required in those protocols. When compensatory
mitigation is required for a project, the mitigation plans must be approved by DWQ in
writing before the impacts approved by the Certification occur, unless otherwise specified
in the approval letter. The mitigation plan must be implemented and/or constructed before
any permanent building or structure on site is occupied. In the case of public road
projects, the mitigation plan must be implemented before the road is opened to the
travelling public. Please note that if a stream relocation is conducted as a stream
restoration as defined in The Internal Technical Guide for Stream Work in North Carolina ,
April 2001, the restored length can be used as compensatory mitigation for the impacts
14 resulting from the relocation;
For any project involving re-alignment of streams, a stream relocation plan must be
included with the 401 application for written DWQ approval. Relocated stream designs
should include the same dimensions, pattems and profiles as the existing channel (or a
stable reference reach if the existing channel is unstable), to the maximum extent
practical. The new channel should be constructed in the dry and water shall not be turned
into the new channel until the banks are stabilized. Vegetation used for bank stabilization
shall be limited to native woody species, and should include establishment of a 30 foot
wide wooded and an adjacent 20 foot wide vegetated buffer on both sides of the relocated
channel to the maximum extent practical. A transitional phase incorporating coir fiber and
seedling establishment is allowable. Also, rip-rap, A-Jacks, concrete, gabions or other
hard structures may be allowed if it is necessary to maintain the physical integrity of the
stream, but the applicant must provide written justification and any calculations used to
determine the extent of rip-rap coverage requested. If suitable stream mitigation is not
practical on-site, then stream impact will need to be mitigated elsewhere. Please note
that if a stream relocation is conducted as a stream restoration as defined in The Internal
Technical Guide for Stream Work in North Carolina , April 2001, the restored length can
be used as compensatory mitigation for the impacts resulting from the relocation;
9. Placement of culverts and other structures in waters, streams, and wetlands must be
placed below the elevation of the streambed to allow low flow passage of water and
aquatic life unless it can be shown to DWQ that providing passage would be impractical.
Design and placement of culverts including open bottom or bottomless arch culverts and
other structures including temporary erosion control measures shall not be conducted in a
manner that may result in aggradation, degradation or significant changes in hydrology of
wetlands or stream beds 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 to do so in writing by DWQ. Additionally, when roadways,
causeways or other fill projects are constructed across FEMA-designated floodways or
wetlands, openings such as culverts or bridges must be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
aggradation, degradation or significant changes in hydrology of streams or wetlands;
lid
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WQC #3402
10. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is
more appropriate (available from the Division of Land Resources (DLR) in the DENR
Regional or Central Offices) shall be in full compliance with all specifications governing
- the proper design, installation and operation and maintenance of such Best Management
_ Practices in order to assure compliance with the appropriate turbidity water quality
standard;
11. All sediment and erosion control measures placed in wetlands and waters shall be
removed and the original grade restored within two months after the Division of Land
Resources has released the project;
12. That additional site-specific conditions may be added to projects proposed under this
Certification in order to ensure compliance with all applicable water quality and effluent
standards;
13. Measures shall be taken to prevent live or fresh concrete from coming into contact
with waters of the state until the concrete has hardened;
14. If an environmental document is required, this Certification is not valid until a Finding of
No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse;
15. If this Certification is used to access building sites, all lots owned by the applicant must be
buildable without additional fill beyond that explicitly allowed under other General
Certifications. The applicant is required to provide evidence that the lots are buildable
without requiring additional impacts to wetlands, waters or buffers if required to do so in
writing by DWQ. For road construction purposes, this Certification shall only be utilized
from natural high ground to natural high ground;
16. Deed notifications or similar mechanisms shall be placed on all lots with remaining
jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds. These
mechanisms shall be put in place within 30 days of the date of issuance of the 401
Certification letter or the issuance of the 404 Permit (whichever is later). A sample deed
notification format can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetiands-. DWQ shall be sent copies of all deed restrictions
applied to these lots;
17. When written concurrence is required, the applicant is required to use the most recent
version of the Certification of Completion form to notify DWQ when all work included in the
401 Certification has been completed;
18. Concurrence from DWQ that this Certification applies to an individual project shall expire
three years from the date of the cover letter from DWQ or on the same day as the
expiration date of the corresponding Nationwide Permit 18, 39, 41, 42, 43 or 44,
whichever is sooner.

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WQC #3402
Non-compliance with or violation of the conditions herein set forth by a specific fill project
may result in revocation of this Certification for the project and may also result in criminal and/or
civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a
formal application for Individual Certification for any project in this category of activity that
requires written concurrence under this certification, if it is determined that the project is likely to
have a significant adverse effect upon water quality or degrade the waters so that existing uses of
the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: March 2003
DIVISION OF WATER QUALITY

By
Alan W. Klimek, P.E.
Director
WQC # 3402

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7-26-05
Division of Water Quality
401 Oversight/ Express Review Permits Unit
1650 Mail Service Center
Raleigh, N.C. 27699-1650
Mrs. Cyndi Karoly, Supervisor,
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Hello Mrs. Karoly,
I received your request for information on the Womble Farms project ( DWQ Project It
05-1046 ) dated July 20, 2005. I included a copy of the drainage areas map with erosion
measures shown on the plat. The level spreaders will be designed and built per N.C.
standards and the measures will be kept out of the buffers. Also Mr. Darin Wall has a
signed notarized operation and maintenance agreement included. Please feet free to call
me if any other documentation or calculations are needed. I will make every effort to
comply and get the information necessary.
Thank You For Your Time,
a2? .0.1,---
Ted S. Hopkins, P.L.S.
Civiltek Associates East, P.A.
602 East Nash Street
Spring Hope, N.C. 27882
1-252478-5005
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:Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 20, 2005
DWQ Project # 05-1046
Nash County
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CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Randy C. Guy, President
Eastern Log Sales, Inc.
P.O. Box 7723
Rocky Mount, NC 27804-0723
Subject Property:
Womble Farms
Beulah Road
Nashville, NC
RE, QUES T FOR MORE INFORMATION
Dear Mr. Randy C. Guy:
On July 5, 2005, the Division of Water Quality (DWQ) received your additional information
dated June 28, 2005, you submitted for your application. According to the application, you
propose to impact 60 feet of streams to construct the planned replacement of an existing culvert
with a larger culvert as a component of a stormwater management plan for the proposed
residential subdivision. The DWQ has determined that your application remains 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:
Please include a drainage map, level spreader worksheets, Zid a signed notarized operation
and maintenance agreement with supporting calculations.
s
e
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Mike Horan 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.
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh. North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone] / Internet http://h2o.enr.state.nc.us/nmetlands
one
No Carolina
aturally
Eastern Log Sales, Inc.
Page 2 of 2
July 20, 2005:
111is 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 D WQ. Please call I'vls. Cyndi Karoly or Mr. John Dorney
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 Permits Unit
CBK/ijm
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 051046Womb1eFarms(Nash)0nHo1d_2
DWQ Project No. - / (?)
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following in formation):
Project Name: \ I\f6N•'-,;LE _? ArL _'w 3LlUI<fOJ
Contact Person: `TF \ 1400V ; F i <, Phone Number: jz sz 1 1 17 (Ei -
Level Spreader ID:. ?r rc tf S

1 l? ft.
Level Spreader Length
(perpendicular to flow)
Drainage Area 53 ac. (on-site and off-site drainage to the level spreader)
Impervious Area ?_ • I I ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope `7, 0 % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm ! cfs
Max. Discharge to Level Spreader I , r5 cfs
Filter Strip/Buffer Vegetation / ? l (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method 3 y P l `5
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
t requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
t Applicants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
T (? No structures are located in protected buffers.
7'f Plan details for the bypass and outlets are provided.
-T-1.I- The operation and maintenance agreement includes annual erosion and vegetation repair.
® :! Ci The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
t
s
DITCH 5
Worksheet for Triangular Channel
? IAA c 5 ? C-?cT?? CE
(
.
Project Description
Project File c:\haestad\academic\fmw\womble f.fm2
Worksheet DITCHS
Flow Element Triangular Channel
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coefficient 0.015
Channel Slope 0.025300 ft/ft
Left Side Slope 3.000000 H : V
Right Side Slope 2.000000 H : V
Discharge 1.62 cfs

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Results
`
Depth 0.36 ft '.
Flow Area 0.33 ft2
Wetted Perimeter 1.96 ft
Top Width 1.82 ft
i?
?Q
Critical Depth 0.48 - ft
Critical Slope 0.005603 ft/ft D {.S ?I .? a _ j 3J = • 6 Z C F5
Velocity 4.90 ft/s - l?
Velocity Head 0.37 ft
Specific Energy 0.74 ft
Froude Number 2.03
Flow is supercritical.
7 ?!l? t.Uf L.0!.' .. ?J .
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07115105 Academic Edition FlowMaster v5.17
12:20:38 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
DWQ Project No. 05-1046
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please
Project Name :
Contact Person:
Level Spreader ID:. c-TC -
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the following information):
Phone Number:
Level Spreader Length 10,0 ft.
Drainage Area 0 -- . ac.
Impervious Area .5 F ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm n •'S°o' cfs
Max. Discharge to Level Spreader t5 . ";? cfs
Filter Strip/Buffer Vegetation l ?' <'S
Pre-treatment or Bypass Method 3-r IPK6
II. REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
T4 Bypass method is specified (if applicable) and plan details and calculations are provided
Ti? Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
rk No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
-rt f' The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
s
DITCH 6
Worksheet for Triangular Channel
tkUZE-5r- G&LTf2. C6
Project Description
Project File c:\haestad\academic\fmw\womble f.fm2
Worksheet DITCHS
Flow Element Triangular Channel
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coefficient 0.015
Channel Slope 0.025300 ft/ft
Left Side Slope 3.000000 H : V
Right Side Slope 2.000000 H : V
Discharge 0.58 cfs

Results
Depth 0.25 ft
Flow Area 0.15 ft2
Wetted Perimeter 1.34 ft
Top Width 1.24 ft
Critical Depth 0.32 ft
Critical Slope 0.006426 ft/ft
Velocity 3.79 ft/s
Velocity Head 0.22 ft
Specific Energy 0.47 ft
Froude Number 1.90
Flow is supercritical.

0 4K C F-5
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07115105 Academic Edition FlowMaster v5.17
12:22:08 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 [phone] Page 1 of 1
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
s

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.
Note: The legally responsible parry should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, ? J n aA) Aj /A ),9 11 , a Notary Public for the State of ?d 2Tp C??q f?Q 1.?Am-
County of N AS h , do hereby certify that Om I?/U V [. _ 6-)-l personally appeared before me this ZZ day of C34_? ,and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
DARRIN WALL
NOTARY PUBLIC
NASH COUNTY, NC
SEAL
My commission expires_Q 7- / -7' D oo G
Page ] of 1
Date: Q 7- Z Z- 21 & 5-
Practice Standards and Specifications
6.40
Definition A non-erosive outlet for concentrated runoff constructed to disperse flow
uniformly across a slope.
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Purpose To convert concentrated flow to sheet flow and release it uniformly over a sta-
bilized area.
Conditions Where Where sediment-free storm runoff can be released in sheet flow down a stabi-
Practice Applies lized slope without causing erosion.
Where a level lip can be constructed without filling.
Where the area below the spreader lip is uniform with the slope of 10% or less
and is stable for anticipated flow conditions, preferably well-vegetated.
Where the runoff water will not re-concentrate after release.
Where there will be no traffic over the spreader.
Planning The level spreader is a relatively low-cost structure to release small volumes of
Considerations concentrated flow where site conditions are suitable (Figure 6.40a). The outlet
area must be uniform and well-vegetated with slopes of 10% or less. Particular
care must be taken to construct the outlet lip completely level in a stable, undis-
turbed soil. Any depressions in the lip will concentrate the flow, resulting in
erosion. Evaluate the outlet system to be sure that flow does not concentrate
below the outlet (Figure 6.40b). The level spreader is most often used as an out-
let for temporary or permanent diversions and diversion dikes. Runoff water
containing high sediment loads must be treated in a sediment trapping device
before release in a level spreader.
Design Criteria Capacity-Determine the capacity of the spreader by estimating peak flow
from the 10-yr storm. Restrict the drainage area so that maximum flows into the
spreader will not exceed 30 cfs.
Table 6.40a
Minimum Dimensions for
Level Spreader
Spreader dimensions-When water enters the spreader from one end, as from
a diversion, select the appropriate length, width, and depth of the spreader from
Table 6.40a.
Construct a 20-ft transition section in the diversion channel so the width of the
diversion will smoothly meet the width of the spreader to ensure uniform
outflow.
Design Flow Entrance Width Depth End Width Length
cis -----minimum dimension in feet-----
0-10 10 0.5 3 10
10-20 16 0.6 3 20
20-30 24 0.7 3 30
6.40.1
s
Level Spreader (not to scale)
Vegetated ??•:';;::;.;:;?...,..:;••...
diversionj`?'???4M Transition
,t.. ?;':,1.. ,l. ; Y? /??`.;:' ::.• to 0 grade
r?:•.?yr'1?d?•• ?+...:?:ii,?L'n.'?'A?' y.?'? , a„ r• t`r` V .?1?. a .IH yl?• \ltd.
1, 41,
•.I•
(tA'K riUi'r"?'r.?•..4, t. ,?..?A ?t Y?..\ ??1'?? \r• .1't? ,.?\t.- ?ry 4 Ji ?\?(,+,1t•?\.!•11'.11.. `t,?1. 1` 11\. .?` `11 ?t,,, •,. ?`, ?1?,
,.?., ?• ,,1.• ter.. `?, ?„?.. ?• .? ?• Stabilized
.,•. Jok.. slope
Stable ?I•, ?'' a ri•\, ?l..? \ ?„r• ?'?,,.. ?? au .at• ?;... M,?t
undisturbed .11.x+1,. 41 0AI outlet ? ,?,, 1"' l . ti, u..,l?. ?,w, \ .a?. ? ••? ' ..L,. ?,,.
\vlt•.yl. 1, 1., 1•• ,:li.." ?. tnl,it? / } ?? "? .,w ?-?•?
??.. Kl,t?' \w
JL.
?Il I•.. •1..?1?.. Y,' 1 4t•. ni, y''' 4, tt
_ k., ,??.. '? ,,??• „??. a'•' ctrl ••?( '15,,• ?, ,.( ??t1'' wlw(r• ?..
•"? li•?Y. ?. ?ui ""? 11?.. `„ 11'9 Nlt.
Figure 6.40a Level spreader is designed to disperse small volumes of concentrated flow across stable slopes.
Grade-The grade of the last 20 feet of the diversion channel should provide
a smooth transition from channel grade to level at the spreader. The grade of the
spreader should be 0%.
Spreader lip-Construct the level lip on undisturbed soil to uniform height and
zero grade over the length of the spreader. Protect it with an erosion-resistant
material, such as fiberglass matting, to prevent erosion and allow vegetation to
become established.
Outlet area-The outlet disposal area must be generally smooth and
well-vegetated with a maximum slope of 1017o.
Vegetate all disturbed areas.
Construction 1. The matting should be a minimum of 4 ft wide extending 6 inches over the
Specifications lip and buried 6 inches deep in a vertical trench on the lower edge. The upper
edge should butt against smoothly cut sod and be securely held in place with
closely spaced heavy duty wire staples at least 12 inches long.
2. Ensure that the spreader lip is level for uniform spreading of storm runoff.
3. Construct the level spreader on undisturbed soil (not on fill).
4. Construct a 20-ft transition section from the diversion channel to blend
smoothly to the width and depth of the spreader.
e
6.40.2
Practice Standards and Specifications
Cross Section
Material Variable
stapled in
place ? -_ -_ 6 „_
III I1= min _I
_ I1ti?, ?I f 11 ?lll _ ? - _ - III_-1 ? I
/ ' I --I-IT = Illl?ll If= (_- Ilfi I ?, (I?
Level lip11111111=IIIII=
of spreader .IIII-IIIiIIII==I
Buried =?1I(It=I111I-1111
6,, min
Figure 6.40b Detail of level spreader cross section.
5. Disperse runoff from the spreader across a properly stabilized slope not to
exceed 10%. Make sure the slope is sufficiently smooth to keep flow from con-
centrating.
6. Immediately after its construction, appropriately seed and mulch the entire
disturbed area of the spreader.
Maintenance Inspect level spreaders after every rainfall until vegetation is established, and
promptly make needed repairs. After the area has been stabilized, make peri-
odic inspections and keep vegetation in a healthy, vigorous condition.
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References Su ace Stabilization
6.10, Temporary Seeding
6.11, Permanent Seeding
Runoff Control Measures
6.20, Temporary Diversions
6.21, Permanent Diversions
6.40.3
I
JV
?0F V4 ATF,9p Michael F. Easley, Govcmor
William G. Ross Jr., Secretary
r North Carolina Department of Environmcnt and Natural Resources
O -? Alan W. Klimek, P.E. Director
Division of Water Quality
July 20, 2005
DWQ Project # 05-1046
Nash County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Randy C. Guy, President
Eastern Log Sales, Inc.
P.O. Box 7723
Rocky Mount, NC 27804-0723
Subject Property:
Womble Farms
Beulah Road
Nashville, NC
REQUEST FOR MORE INFORMATION
Dear Mr. Randy C. Guy:
On July 5, 2005, the Division of Water Quality (DWQ) received your additional information
dated June 28, 2005, you submitted for your application. According to the application, you
propose to impact 60 feet of streams to construct the planned replacement of an existing culvert
with a larger culvert as a component of a stormwater management plan for the proposed
residential subdivision. The DWQ has determined that your application remains 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 211.0506 and
will place this project on hold as incomplete until we receive this additional information. Please
provide the following information so that we may continue to review your project.
Additional Information Requested:
1. Please include a drainage map, level spreader worksheets, and a signed notarized operation
and maintenance agreement with supporting calculations.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Mike Horan 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.
401 Oversighl/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetIands
Nor hCarolina
Natimall!1
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Eastern Log Sales, Inc. f,
Page 2 of 2
July 20, 2005:
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. John Dorney
at 919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss
this matter.
Sincerely,
pe sor
pre s Review Permits Unit
CBKlijm
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 051046Womb1eFarms(Nash)0nHo1d_2
Womble Fam1s/DWQ # 20051046
A • 'i
Subject: Womble Farms/DWQ # 20051046
From: Laurie Dennison <[e-mail]>
Date: Fri, 22 Jul 2005 15:17:24 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. 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.
1051046WombleFarms(Nash)OnHold_2.doc ;Content-Type: application/msword
Content-Encoding: base64
1 of i
7/22/2005 3:17 PM
Lobtern Loa Fqn(co
Post Office Box 7723 • Rocky Mount, NC 27804-0723
Phone [phone] • Fax [phone] r?
i 06
D
T ?F? ?HpS WT1?0 Of
4F
05 01
June 28, 2005

Division of Water Quality
Raleigh Regional Office
2321 Crabtree Blvd.
Suite 250
Raleigh, NC 27604
Please accept our corrected PCN application with the changes you requested. If
any additional information is needed please contact our office at the numbers listed
above. We appreciate your consideration of our application submitted.
Sincerely,

Eastern Log Sales, Inc.
Randy C. Guy, President
io
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01 0
m SILT FENCE DO
31, (SEE DETAIL 6.62a) 3
Io
TOP SOIL Et
SUB SOIL
I I=11 -I I-111 11=11 l III=u l=
(
TRENCH FIRM SOIL
CONSTRUCTION RIGHT-OF-WAY
CROSS SECTION
NOT TO SCALE
CONSTRUCTION RIGHT-OF-WAY ?I
I DITCH
TOP SOIL FABRICATED
PIPE STRING
I AA
SILT FENCE PREn L IMIMARY
NOT FOR CONSTRUCTION
SIDEBOOM
SUITE 103
7041 OLD WAKE FOEST ROAD RNC 2766
RALEIGH
PIPELINE C0NJM"ht7 AA7 "GIA MIA19 (Wa, /Ar-
CL
SUB SOIL I "DRY" WETLAND CROSSING
® EastemNC Pipeline Project-Phase ?1
PLAN VIEW Eastern North Carolina
GATE: SCALE: DRAWING NO..
06/29/01 NTS G101536
NOT TO SCALE DRAWN: CHECKED: PROJECT NUMBER: SHEET NO.:
TDF 09417-232 F-1
D
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Office Use Only: Ponn Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing;
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:NW39 Buffer Authorization
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Progtain (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
M 1. Owner/Applicant Information
Name: Eastern Log; Sales, Inc.
Mailing Address: P.O. Box 7723
Telephone Number: (252)4434040 Fax Number: [phone]
E-mail Address: easternlogoo cox.net
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.)
--N/A
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
III. Project Information
s
Page 5 of 13
s
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
I the project has been placed on hold until decipherable maps are provided.
1. Name of project: Womble Farms
e
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):0380200743191
4. Location
County: NASH Nearest Town: Nashville
Subdivision name (include phase/lot number): Womble Farms
Directions to site (include road numbers/names, landmarks, etc.): Take lim 64 East to Hwy,
58 South; continue to 4`h Stop L,i*(Alston St -Make left heading North: Continue Annrox.
3 miles until reaching Beulah road, turn left(west)• Farm located on left.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36°00.602°N 77°57938°W
6. Property size (acres): 91
7. Name of nearest receiving body of water: Pig Basket Creek
8. River Basin: Tar-Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp:Hli2o.enr.stite.nc.tis/a(inurn/neaps/.)
Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Agricultural
Describe the overall project in detail, including the type of equipment to be used: Residential
Subdivision, Grading, Roadway installation, and Home Construction-, Equipment to be used
Bulldozer, Pan, Backhoe, and Excavator.
Page 6 of 13
t
Explain the purpose of the proposed work: Residential Subdivsion
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date pen-nits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDO'r project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
Met with Mr. Michael Horan DWQ RRO on May, 19a' 2005 for Buffer Determination
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.
Possible Enlargement of irri anion pond
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.
Provide a written description of the proposed impacts: To enlarge existing culvert to help with
the increasing amount of storm water created by proposed residential subdivision
1. 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.

Page 7 of 13

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1
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) (yes/no) (linear feet)
None Herbaceous No
Riparian

Total Wetland Impact (acres)
2. List the total acreage (estimated) of all existing wetlands on the property: 0.426
3. 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. multinly length X width. then divide by 43.560_
Stream Impact
Number
(indicate on map)
Stream Name
Type of Impact
Perennial or Inte Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
41 Ut to Pig Basket
Creek Road Crossing Perennial
14"- 16 60' .022

Total Stream Impact (by length and acreage) 60' .022
4. 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- dredriint?_ flondinr•_ drainaiic-_ hnikhradc Ptr
B
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)
N/A

Total Open Water Impact (acres)
Page 3 of 13
s
a

5. List the cumulative impact to all Waters of the U.S. resulting from the project
Stream Impact (acres): N/A
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) N/A
Total Stream Impact (linear feet): 60'
6. 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.
No impacts to Isolated Waters
Existina irrigation pond 0.3 acres
7. Pond Creation
N/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 ? strewn ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Use of one existing crossing which is a 90° crossing to the riparian area, adding au
additional Hardwood buffer to the perennial stream to assist with any additional nutrient
run off.
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.
s
Page 9 of 13
0
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.
Q 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
htth://li2o.enr.state.nc.us/ticwetlands/strnit,i(le.litml.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
Q 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.
No Mitigation is required although a buffer enhancement of 30 feet consisting of
hardwood trees of appropriate species shall be planted adjacent to the the subject area.
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 httw//h2o.enr.state.nc.us/wrp/index.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
N/A
p Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
0
Page 10 of 13
e
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 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Tar-Pamlico)? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet Mitigation
1 180 3 (2 for Catawba) 0
2 120 1.5 0
Total 300 0
* Zone I 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. N/A
s
Page 11 of 13
s
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stonnwater 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.
Pre-Project Acreage 93.66
Project Acreage 89.47
Total Impervious Pre-Project 0.00
® Calculated Impervious:
Area Acres
Right of Wa 2.22
Transportation 4.97
Roadways 2.04
Total Percentage post project impervious including future roof tops, driveways, patio, etc.
14%
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.
Septic Systems with drain fields
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 21-1.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http:H112o.enr.state. tic. ushiewetlands. If no, please provide a short narrative description:
s
Page 12 of 13
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, Wi 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).
Not Applicable
? 1 Cps , L20 5
-20, Ge a
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
Michael F. Easley, Governor
pF W ArFR William G. Ross Jr., Secretary
\O? QG North Carolina Department of Environment and Natural Resources
y Alan W. Klimek, P.E. Director
i C Colleen H. Sullins, Deputy Director
p . Division of Water Quality
June 2, 2005
TPBRRO#05-141
® County: Nash
Eastern Log Sales, Inc.
C/o Darrin Wall
PO Box 7723
Nashville, NC 27356
Attn: Mr. Darrin Wall
BASIN:
Neuse River Tar-Pamlico X
(15A NCAC 213.0233) (15A NCAC 2B .0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Womble Farms
Location/Directions: Nest of intersection of West Beulah Rd & Womble Rd North of Nashville. NC
Subject Stream: UT to Pig Basket Creek
Date of Determination: 5119105
1
a

t
Feature Start Buffer
GPS Points (if
provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
A Subject @
start & stop
TPBR Fla-, X
B Subject X
Pond Not Subject

MAY
Raleigh Regional Office 1628 Mail Service Center NCDENR
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
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e
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Location Map
m m m m
mim m m
MapPrepared . by Eastern Log Sales Womble Farms
P.O. Box 7723 7723
Rocky Mount, NC 27803.0723
Ph. [phone]
Fx. [phone] Project Overview

0 175 350 700 1,050 1.400 Legend
Feet
Parcels w - E.
1 inch equals 323.114 feet

Street Centerlines
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Eastern Log Sales-9 gnco
o
Post Office Box 7723 • Rocky Mount, NC 27804-0723
Phone [phone] Fax [phone]
C?
os ?k rglF? ?,°?s o
0 0 "1 J
June 28, 2005
Division of Water Quality
Raleigh Regional Office
2321 Crabtree Blvd.
Suite 250
Raleigh, NC 27604
Please accept our corrected PCN application with the changes you requested. If
any additional information is needed please contact our office at the numbers listed
above. We appreciate your consideration of our application submitted.
Sincerely,
{ ? c
Eastern Lob Sales, Inc.
Randy C. Guy, President
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Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
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:NW39 Buffer Authorization
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Eastern Log Sales, Inc.
Mailing Address: P.O. Box 7723
Telephone Number: (252)4434040 Fax Number: [phone]
E-mail Address: [e-mail]
1
a

2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
--N/A
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
III. Project Information
Page 5 of 13
0
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: Womble Farms
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):0380200743191
4. Location
County: NASH Nearest Town: Nashville
Subdivision name (include phase/lot number): Womble Farms
Directions to site (include road numbers/names, landmarks, etc.): Take hwy 64 East to Hwy,
58 South, continue to 4t' Stop Lipht(Alston St.) make left heading North: Continue Annrox.
3 miles until reaching Beulah road, turn left(west); Farm located on left.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36°00.602°N 77°57938°W
6. Property size (acres): 91
7. Name of nearest receiving body of water: Pig Basket Creek
8. River Basin: Tar-Pamlico
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:Hh2o.enr.state.nc.us/admin/maps/.)
Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Agricultural
e
Describe the overall project in detail, including the type of equipment to be used: Residential
Subdivision, Grading Roadway installation and Home Construction-, Equipment to be used
Bulldozer, Pan, Backhoe, and Excavator.
Page 6 of 13
s
Explain the purpose of the proposed work: Residential Subdivsion
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.
Met with Mr. Michael Horan DWO RRO on May, 19th 2005 for Buffer Determination
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.
Possible Enlargement of irrigation pond
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.
Provide a written description of the proposed impacts:-To enlarge existing culvert to help with
the increasing amount of storm water created by proposed residential subdivision.
1. 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.
a
Page 7 of 13

0
5
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) ( es/no) (linear feet)
None Herbaceous No
Riparian

Total Wetland Impact (acres)
2. List the total acreage (estimated) of all existing wetlands on the property: 0.426
3. 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 Ut to Pig Basket
Creek Road Crossing Perennial
14'1-16" 60' .022

Total Stream Impact (by length and acreage) 60' .022
4. 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
(if applicable) ) Wat
Type of Impact Type of Waterbody
(lake, Pand estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
N/A

Total Open Water Impact (acres)
e
Page 8 of 13
e
B
5. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): N/A
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) N/A
Total Stream Impact (linear feet): 60'
6. 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.
No impacts to Isolated Waters
Existing irrigation pond 0.3 acres
7. Pond Creation
N/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: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
o 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.
Use of one existing crossing which is a 90° crossing to the riparian area, adding an
additional Hardwood buffer to the perennial stream to assist with any additional nutrient
run off.
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.
s
Page 9 of 13
s
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
http://h2o.enr.state.nc.us/ncwetiands/strm ide.htmi.
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.
No Mitigation is required although a buffer enhancement of 30 feet consisting of
hardwood trees of appropriate species shall be planted adjacent to the the subject area.
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/wm/indcx.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
N/A
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
s
Page 10 of 13
0
Q IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) fwlds or the use of
public (federaVstate) 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 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Tar-Pamlico)? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet Mitigation
1 180 3 (2 for Catawba) 0
2 120 1.5 0
Total 300 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.
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 213.0242 or.0244, or.0260. N/A
H
Page 11 of 13
A
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.
Pre-Project Acreage 93.66
Project Acreage 89.47
Total Impervious Pre-Project 0.00
Calculated Impervious:
Area Acres
Right of Way 2.22
Transportation 4.97
Roadways 2.04
Total Percentage post project impervious including future roof tops, driveways, patio, etc.
14%
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.
Septic Systems with drain fields
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
s
Pan 12 of 13
YV. 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).
Not Applicable
L-YL p 5'
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
\o?0F w H r?9QG
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
Division of Water Quality
June 2, 2005
Eastern Log Sales, Inc.
C/o Darrin Wall
PO Box 7723
Nashville, NC 27356
Attn: Mr. Darrin Wall
BASIN:
Neuse River
(15A NCAC 2B.0233)
Complaint
Incident #
TPBRR005-141
County: Nash
Tar-Pamlico X
(15A NCAC 213 .0259)
NOV Buffer Determination X
Appeal Call
Project Name: Womble Farms
Location/Directions: West of intersection of West Beulah Rd & Womble Rd North of Nashville. NC
Subject Stream: UT to Pig Basket Creek
Date of Determination: 5/19/05
Feature Start Buffer
GPS Points (if
provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
A Subject
start & stop
TPBR Flag X
B Subject X
Pond Not Subject

Raleigh Regional Office 1628 Mail Service Center NCDEtR
Water Quality Section Raleigh, NO 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
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WQC #3402
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE
FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBERS 18 (MINOR DISCHARGES)
39 (RESIDENTIAL, COMMERCIAL AND INSTITUTIONAL DEVELOPMENTS).
41 (RESHAPING EXISTING DRAINAGE DITCHES), 42 (RECREATIONAL FACILITIES)
43 (STORMWATER MANAGEMENT FACILITIES) AND 44 (MINING ACTIVITIES),
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification is issued in conformity with the requirements of Section 401,
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Water Quality (DWQ) Regulations in 15A NCAC 2H, Section.0500 and 15A NCAC 213.0200 for
the discharge of fill material to waters and adjacent wetland areas or to wetland areas that are not
a part of the surface tributary system to interstate waters or navigable waters of the United States
(i.e., isolated wetlands) as described in 33 CFR 330 Appendix A (B) (18, 39, 41, 42, 43 and 44) of
t the Corps of Engineers regulations (i.e., Nationwide Permit No. 39) and for the Riparian Area
Protection Rules (Buffer Rules) in 15A NCAC 213 .0200. This Certification replaces Water Quality
Certification Numbers 3106 and 3108 issued on February 11, 1997, and Water Quality
Certification Number 3287 issued on June 1, 2000 and Water Quality Certification Number 3362
issued March 18, 2002. This WQC is rescinded when the Corps of Engineers re-authorizes
Nationwide Permits 18, 39, 41, 42, 43 or 44 or when deemed appropriate by the Director of DWQ.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Enumerating and Reporting of Impacts:
• Streams - Impacts to streams as determined by the Division of Water Quality shall be
measured as length of the centerline of the normal flow channel. Permanent and/or
temporary stream impacts shall be enumerated on the entire project for all impacts
regardless of which 404 Nationwide Permits are used. Stream relocations and
stream bed and/or bank hardening are considered to be permanent stream impacts.
Any activity that results in a loss of use of stream functions including but not limited to
filling, relocating, flooding, excavation, dredging and complete shading shall be
considered stream impacts. Enumeration of impacts to streams shall include streams
enclosed by bottomless culverts, bottomless arches or other spanning structures
when a 404 Permit is used anywhere in a project unless the entire structure
(including construction impacts) spans the entire bed and both banks of the stream,
is only used for a road, driveway or path crossing, and is not mitered to follow the
stream pattern. Impacts for dam footprints and flooding will count toward the
threshold for stream impacts, but flooding upstream of the dam will not (as long as no
filling, excavation, relocation or other modification of the existing stream dimension,
pattern or profile occurs) count towards mitigation requirements. Any filling,
excavation, relocation or other modification of the existing stream (other than
flooding) must re-establish the same; dimensions, patterns and profiles of the existing
channel (or those of a stable reference reach if the existing channel is unstable) to
the maximum extent practical.
• Wetlands - Impacts to wetlands as determined by the Division of Water Quality shall
be measured as area. Permanent and/or temporary wetland impacts shall be
enumerated on the entire project for all impacts regardless of which 404 Nationwide
Permits are used. Any activity that results in a loss of use of wetland functions
including but not limited to filling, excavating, draining, and flooding shall be
considered wetland impacts. Enumeration of impacts to wetlands shall include
activities that change the hydrology of a wetland when a 404 Permit is used
anywhere in a project.
e
1
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WQC #3402
• Lakes and Ponds - Impacts to waters other than streams and wetlands as
determined by the Division of Water Quality shall be measured as area. Permanent
and/or temporary water impacts shall be enumerated on the entire project for all
impacts proposed regardless of which 404 Nationwide Permits are used. Any activity
that results in a loss of use of aquatic functions including but not limited to filling and
dredging shall be considered waters impacts.
Application Thresholds - Stream, wetland and water impacts that exceed any of the
thresholds below require a complete application and written concurrence to use this
Certification:
• Total stream impacts of greater or equal to 150 cumulative feet of stream length for
the entire project require written notification to and approval by the Division of Water
Quality, and/or
• Impacts to waters of equal to or greater than 1/3 of an acre require written notification
to and approval by the Division of Water Quality, and/or
• Wetland impacts of greater or equal to 1/3 of an acre east of 1-95 and 1/10 of an acre
west of 1-95 require written notification to and approval by the Division of Water
Quality except as specified below. Any impacts to wetlands adjacent to waters
designated as ORW, SA, WS-I, WS-II or Trout or are designated as a North Carolina
or National Wild and Scenic River and wetlands classified as SWL and/or UWL as
well as wetlands described in 15A NCAC 2H .0506 (e) require a complete application
and written concurrence from the Division of Water Quality to use this Certification.
These thresholds apply for the entire project regardless of the number of Nationwide
Permits applicable to the Certification that are issued by the USACE for the project;
• Written notification to DWQ is required for all applications that propose to use
Nationwide Permit 18. This notification requirement will be satisfied by providing two
(2) copies of the PCN form to DWQ at the same time that the PCN form is sent to the
US Army Corps of Engineers. A formal application and fee is not required unless
DWQ decides that an Individual Certification will be required for the project. In this
case, the applicant will be notified in writing from DWQ within 30 days of the receipt
of the written notification.
• Proposed fill or substantial modification of any amount of wetlands classified in
accordance with 15A NCAC 2B.0101 (e)(7) as Unique Wetlands (UWL) shall require
written concurrence from the Division of Water Quality;
2. Impacts to any stream length in the Neuse, Tar-Pamlico or Randleman River Basins (or
any other major river basins with Riparian Area Protection Rules [Buffer Rules] in effect at
the time of application) requires written concurrence for this Certification from DWQ in
accordance with 15A NCAC 213.0200. Activities listed as "exempt" from these rules do not
need to apply for written concurrence under this Certification. New development activities
located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not)
within the Neuse and Tar-Pamlico River Basins shall be limited to "uses" identified within
and constructed in accordance with 15A NCAC 26.0200. All new development shall be
located, designed, constructed, and maintained to have minimal disturbance to protect
water quality to the maximum extent practicable through the use of best management
practices;
3. Irrespective of other application thresholds in this General Certification, all impacts to
perennial waters and their associated buffers require written approval from DWQ since
such impacts are allowable as provided in 15A NCAC 2B. 0212 (WS-1), 213.0213 (WS-II),
213.0214 (WS-III) and 213.0215 (WS-IV). Only water dependent activities, public projects
and structures with diminimus increases in impervious surfaces will be allowed as outlined
in those rules. All other activities require a variance from the delegated local government
and/or the NC Environmental Management Commission before the 401 Water Quality
Certification can be processed. In addition, a 30 foot wide vegetative buffer for low
density development or a 100 foot wide vegetative buffer for high density development
a
1

WQC #3402

must be maintained adjacent to all perennial waters except for allowances as provided
under the Water Supply Watershed Protection Rules. For the purposes of this condition,
perennial waters are defined as those shown as perennial waters on the most recent
USGS 1:24,000 topographic map or as otherwise determined by local government
studies;
4. Additional site-specific stormwater management requirements may be added to this
Certification at DWQ's discretion on a case by case basis for projects that have or are
anticipated to have impervious cover of greater than 30 percent. Site-specific stormwater
management shall be designed to remove 85% TSS according to the latest version of
DWQ's Stormwater Best Management Practices manual at a minimum.
Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW), water supply waters
(WS), trout waters (Tr), high quality waters (HQW), and outstanding resource waters
(ORW), the Division shall require that extended detention wetlands, bio-retention areas,
and ponds followed by forested filter strips (designed according to latest version of the NC
DENR Stormwater Best Management Practices Manual) be constructed as part of the
stormwater management plan when a site-specific stormwater management plan is
required.
For streams classified as Water Supply, High Quality Waters and Outstanding Resource
Waters, post-construction, on-site stormwater management shall be required as
appropriate and as outlined in 15A NCAC 2B .0104(m) and 2H .1000 to .1007,
respectively, in addition to that required in this General Certification.
Alternative designs may be requested by the applicant and will be reviewed on a case-by-
case basis by the Division of Water Quality.
Approval of stormwater management plans by the Division of Water Quality's other
existing state stormwater programs including appropriate local programs are sufficient to
satisfy this Condition as long as the stormwater management plans meet or exceed the
design requirements specified in this condition. This condition applies unless more
stringent requirements are in effect from other state water quality programs.
• Unless specified otherwise in the approval letter, the final, written stormwater
management plan shall be approved in writing by the Division of Water Quality's
Wetlands Unit before the impacts specified in this Certification occur.
• The facilities must be designed to treat the runoff from the entire project, unless
otherwise explicitly approved by the Division of Water Quality.
• Also, before any permanent building or other structure is occupied at the subject site,
the facilities (as approved by the Wetlands Unit) shall be constructed and operational,
and the stormwater management plan (as approved by the Wetlands Unit) shall be
implemented.
• The structural stormwater practices as approved by the Wetlands Unit as well as
drainage patterns must be maintained in perpetuity.
• No changes to the structural stormwater practices shall be made without written
authorization from the Division of Water Quality.
" 5. Compensatory stream mitigation shall be required at a 1:1 ratio for not only perennial but
also intermittent stream impacts that require application to DWQ in watersheds classified
as ORW, HQW, Tr, WS-1 and WS-II unless the project is a linear, publicly-funded
transportation project, which has a 150-foot per-stream impact allowance;
6. In accordance with North Carolina General Statute Section 143-215.3D(e), any
application for a 401 Water Quality Certification must include the appropriate fee. If a
0
0
e
WQC #3402
project also requires a CAMA Permit, one payment to both agencies shall be submitted
and will be the higher of the two fees;
e
7. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be
required for impacts to 150 linear feet or more of streams and/or one acre or more of
wetlands for an entire project. For linear public transportation projects, impacts equal to
or exceeding 150 feet per stream may require mitigation. In addition, buffer mitigation
may be required for any project with Riparian Area Protection Rules (Buffer Rules) in
effect at the time of application for buffer impacts resulting from activities classified as
"allowable with mitigation" within the "Table of Uses" section of the Buffer Rules or require
a variance under the Buffer Rules. A determination of buffer, wetland and stream
mitigation requirements shall be made for any Certification for this Nationwide Permit.
The most current design and monitoring protocols from DWQ shall be followed and written
plans submitted for DWQ approval as required in those protocols. When compensatory
mitigation is required for a project, the mitigation plans must be approved by DWQ in
writing before the impacts approved by the Certification occur, unless otherwise specified
in the approval letter. The mitigation plan must be implemented and/or constructed before
any permanent building or structure on site is occupied. In the case of public road
projects, the mitigation plan must be implemented before the road is opened to the
travelling public. Please note that if a stream relocation is conducted as a stream
restoration as defined in The Internal Technical Guide for Stream Work in North Carolina
April 2001, the restored length can be used as compensatory mitigation for the impacts
resulting from the relocation;
8. For any project involving re-alignment of streams, a stream relocation plan must be
included with the 401 application for written DWQ approval. Relocated stream designs
should include the same dimensions, patterns and profiles as the existing channel (or a
stable reference reach if the existing channel is unstable), to the maximum extent
practical. The new channel should be constructed in the dry and water shall not be turned
into the new channel until the banks are stabilized. Vegetation used for bank stabilization
shall be limited to native woody species, and should include establishment of a 30 foot
wide wooded and an adjacent 20 foot wide vegetated buffer on both sides of the relocated
channel to the maximum extent practical. A transitional phase incorporating coir fiber and
seedling establishment is allowable. Also, rip-rap, A-Jacks, concrete, gabions or other
hard structures may be allowed if it is necessary to maintain the physical integrity of the
stream, but the applicant must provide written justification and any calculations used to
determine the extent of rip-rap coverage requested. If suitable stream mitigation is not
practical on-site, then stream impact will need to be mitigated elsewhere. Please note
that if a stream relocation is conducted as a stream restoration as defined in The Internal
Technical Guide for Stream Work in North Carolina , April 2001, the restored length can
be used as compensatory mitigation for the impacts resulting from the relocation;
9. Placement of culverts and other structures in waters, streams, and wetlands must be
placed below the elevation of the streambed to allow low flow passage of water and
aquatic life unless it can be shown to DWQ that providing passage would be impractical.
Design and placement of culverts including open bottom or bottomless arch culverts and
other structures including temporary erosion control measures shall not be conducted in a
manner that may result in aggradation, degradation or significant changes in hydrology of
wetlands or stream beds 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 to do so in writing by DWQ. Additionally, when roadways,
causeways or other fill projects are constructed across FEMA-designated floodways or
wetlands, openings such as culverts or bridges must be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
aggradation, degradation or significant changes in hydrology of streams or wetlands;
e

WQC #3402
10. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is
more appropriate (available from the Division of Land Resources (DLR) in the DENR
Regional or Central Offices) shall be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management
Practices in order to assure compliance with the appropriate turbidity water quality
standard;
11. All sediment and erosion control measures placed in wetlands and waters shall be
removed and the original grade restored within two months after the Division of Land
a Resources has released the project;
12. That additional site-specific conditions may be added to projects proposed under this
Certification in order to ensure compliance with all applicable water quality and effluent
standards;
13. Measures shall be taken to prevent live or fresh concrete from coming into contact
with waters of the state until the concrete has hardened;
14. If an environmental document is required, this Certification is not valid until a Finding of
No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse;
15. If this Certification is used to access building sites, all lots owned by the applicant must be
buildable without additional fill beyond that explicitly allowed under other General
Certifications. The applicant is required to provide evidence that the lots are buildable
without requiring additional impacts to wetlands, waters or buffers if required to do so in
writing by DWQ. For road construction purposes, this Certification shall only be utilized
from natural high ground to natural high ground;
16. Deed notifications or similar mechanisms shall be placed on all lots with remaining
jurisdictional wetlands and waters or areas within 50 feet of all streams and ponds. These
mechanisms shall be put in place within 30 days of the date of issuance of the 401
Certification letter or the issuance of the 404 Permit (whichever is later). A sample deed
notification format can be downloaded from the 401/Wetiands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands-. DWQ shall be sent copies of all deed restrictions
applied to these lots;
17. When written concurrence is required, the applicant is required to use the most recent
version of the Certification of Completion form to notify DWQ when all work included in the
401 Certification has been completed;
18. Concurrence from DWQ that this Certification applies to an individual project shall expire
three years from the date of the cover letter from DWQ or on the same day as the
expiration date of the corresponding Nationwide Permit 18, 39, 41, 42, 43 or 44,
whichever is sooner.
0
e

WQC #3402
Non-compliance with or violation of the conditions herein set forth by a specific fill project
may result in revocation of this Certification for the project and may also result in criminal and/or
civil penalties.

The Director of the North Carolina Division of Water Quality may require submission of a
formal application for Individual Certification for any project in this category of activity that
requires written concurrence under this certification, if it is determined that the project is likely to
have a significant adverse effect upon water quality or degrade the waters so that existing uses of
the wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a
Certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: March 2003
fin
DIVISION OF WATER QUALITY

By
11
Alan W. Klimek, P.E.
Director
WQC # 3402
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WArk9 Michael F. Easley, Governor
William G. Ross Jr., Secretary
co North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 16, 2005
DWQ Project # 20051046 .
Nash County
Page 1 of 2
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Randy C. Guy, President
Eastern Log Sales, Inc.
PO Box 7723
Rocky Mount, NC 27804
Subject Property: Womble Farms
REQUEST FOR MORE INFORMATION
Dear Mr. Guy:
On July 5, 2005, July 27, 2005 and August 23, 2005, the Division of Water Quality (DWQ) received your
additional information to impact 60 feet of stream and 300 square feet (ft) of protected riparian buffers to
construct the proposed culvert extension and subdivision. On September 15, 2005, Darrin Wall from
Eastern Log Sales, Inc., Ted Hopkins from Civiltek Associates, PA, Debbie Edwards and Mike Horan
both from the Division of Water Quality had a meeting to discuss additional issues with your application.
The DWQ has determined that your application remains incomplete and additional information is needed
as discussed below. The DWQ will require additional information in order to process your application to
impact protected wetland, streams and/or buffers 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 2B .0233(8) and will place this project on hold as incomplete until
we receive this additional information. Please provide the following information that was discussed in the
September 15, 2005 meeting so that we may continue to review your project.
Additional Information Requested:
--,
Please design level spreaders and submit level spreader worksheets for the following locations:
Lot 24, between lots 39 & 40, and between lots 47 & 48.
2. Please design all proposed level spreaders to DWQ guidelines, which include constructing the level
spreaders in a way that has perpendicular flow of stormwater into the level spreader and the level
spreader constructed parallel to the subject stream/open water, utilizing the topography.
3. Please place silt fencing around all proposed stockpiling areas adjacent to riparian buffers.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Mike Horan 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.
401 Oversight/Expms 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: littp:/ih2o.enr.stite.nc.us/ncwetl-,inds
N r Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/] 0% Post Consumer Paper
Eastern Log Sales, Inc.
Page 2 of 2
9116105
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. Deborah Edwards at 919-733-9502 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/dae
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 20051046WombleFarms(Nash)hold3
a)WQ fl 05-1046 Womble Farms
Subject: DWQ # 05-1046 Womble Farms
From: Laurie Dennison <[e-mail]>
Date: Mon, 19 Sep 2005 13:49:26 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
20051046WombleFarms(Nasli)liold3.docContent-Type: application/msword
Content-Encoding: base64
1 of 1 9/19/2005 1:49 PM
DWQ Project No. D5- j 0 4 (o
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET AT fTGk ?---?
1. PROJECT INFORMATION (please complete the following information):
Project Name : tlttD???R1 IC7- FR t? rn5
Contact Person: -rF D Pn P (t ,? ! C Phone Number: (,I);? ) 7 R • ,S<Y? .S'
Level Spreader ID:. -d- 2_
Level Spreader Length 7 2 ft.
Drainage Area O.S3 ac.
Impervious Area 0.14 ac.
Maximum Filter Strip/Buffer Slope P %
grass
Max. Discharge from a 10 Year Storm cfs
Max. Discharge to Level Spreader 1, 1,7: cfs
Filter Strip/Buffer Vegetation 60 p A,5-c)
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method 0n n(? U rl T ! t ilt v t:
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
T (I Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
T 1-1 No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
fl /?_ Bypass method is specified (if applicable) and plan details and calculations are provided
/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
is 14L- The operation and maintenance agreement includes annual erosion and vegetation repair.
/'!/::- The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
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By: ( l O Date/ 17
-dCalculations J Details J Field Data
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DWQ Project No. 1 0 4 6
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION
Project Name : u n n
Contact Person:
Level Spreader ID:. :?7 Z
complete the following information):
es,DILI
Level Spreader Length r ft. 13
Drainage Area ac.
Impervious Area ac.
Maximum Filter Strip/Buffer Slope l %
grass
Max. Discharge from a 10 Year Storm f?.15 cfs
Max. Discharge to Level Spreader n, s1?9 cfs
Filter Strip/Buffer Vegetation <,-(rtes
Pre-treatment or Bypass Method 0 1 I A( 0
REQUIRED ITEMS CHECKLIST
Phone Number:
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)"
(thick ground cover or grass, canopied forest with leaf fitter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
`t({ Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
/- Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
/ No structures are located in protected buffers.
t Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
r, 4 The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

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Calculations ? Details ? Field Data
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DWQ Project No.-
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: xtnrl, t-12 r>-) 6
Contact Person: d 4 /r / Phone Number: ° • W- , S
Level Spreader ID:. 474- -
? r
Level Spreader Length (perpendicular to flow)
Drainage Area 0.3o ac. (on-site and off-site drainage to the level spreader)
Impervious Area . o S ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope ` % (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm ( cfs
Max. Discharge to Level Spreader cfs
Filter Strip/Buffer Vegetation
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method CbargT(aIVAL
IL REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
-7-A4- Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
,?l/ - Pre-Form Scour Holes are on flat slopes only
=L No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
A44- Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
r /
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Project:
Subject: LEOEI- SP t{t;)Etl-
By: T ?0 (??L IR,1,.4Date
/?/ ?S
YrCalculations J Details ? Field Data
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DWQ Project No. Q'S ' I 0 q (9
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT I
Project Name :
Contact Person:
Level Spreader ID
ION (please complete the following information):
r, (S r? 0-
ao-3 a S
Level Spreader Length j 30 ft.
Drainage Area -.f 7 ac.
Impervious Area .7 .i ac.
Maximum Filter Strip/Buffer Slope 4, .b
grass
Max. Discharge from a 10 Year Storm 16-3 cfs
Max. Discharge to Level Spreader rz> . -'5 cfs
Filter Strip/Buffer Vegetation (-0 k-+? S
Pre-treatment or Bypass Method ", (06 ?1 i ro/V kL
II. REQUIRED ITEMS CHECKLIST
Phone Number:
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
-!-? Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
11/4 Bypass method is specified (if applicable) and plan details and calculations are provided
!! ?= Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
F ( 4 No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
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DWQ Pro' ,e
ct No.
?5-
PROJECT INFORMATION
Project Name : -?N
Contact Person:
Level Spreader ID:.
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter StriplBuffer Slope
grass
ft.
ac.
7 ac.
Max. Discharge from a 10 Year Storm . Z cfs
Max. Discharge to Level Spreader Z7- cfs
Filter StriplBuffer Vegetation A n55
Pre-treatment or Bypass Method rr), f l () ;r1 F 7O `itt-
REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf IiWer cover, 8% for thick ground cover)"
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
E_Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
1'14- Scour Holes are on flat slopes only
'-e No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
?f Bypass method is specified (if applicable) and plan details and calculations are provided
??- Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
N No structures are located in protected buffers.
i Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
/ The operation and maintenance agreement signed and notarized by the responsible party is provided.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
-ase complete the following information):
C F_ TPr2m5
Phone Number:
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
s

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Project: 0CM W-E F?} /?cn S
Subject: ?yG/? S?/1???
By; , VO P W5 Date a
9-Calculations J Details J Field Data
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DWQ Project No. (0 q
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
PROJECT INFORMATION (please complete the following information):
Project Name :
Contact Person:
Level Spreader ID:.
Level Spreader Length I ?7 ?? ft.
Drainage Area 4-,- ac.
Impervious Area 6. z ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm 1-,3.53 cfs
Max. Discharge to Level Spreader 13.5 cfs
Filter Strip/Buffer Vegetation K, 'Q P.55
Pre-treatment or Bypass Method Cf qU?f i76 VAI-
II. REQUIRED ITEMS CHECKLIST
(OJ ? s't
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Avolicants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cis in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
A!? Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

Project: -Wdj&- Li?-r'? 7
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Subject:
By: T 1?yPg 1x45 Dated/?/ a?
&'Calculations J Details J Field Data
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DWQ Project No. n ` / o `i 6
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : I J 6_ Nt?U F-,c} /1 /x S
Contact Person: -Tr 7 f!D p/? ?nrS Phone Number. d 7r;
Level Spreader ID:, ?( c
Level Spreader Length I 3D ft. (perpendicular to flow)
Drainage Area a-26 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 3D ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope R . % (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm 9 cfs
Max. Discharge to Level Spreader 7.9-2 cfs
Filter Strip/Buffer Vegetation 2 A-b5 (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method ??/I (r t?r t n A ,--
11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached, if a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
T bl Leval spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
.Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
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DWQ Project No. Z)5- 10 t'(0
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET !QT tTLE? ?= -?
S?Zz?A?t2 ?0 7...
L PROJECT INFORMATION (please complete the following information):
Project Name: ,,A r
Contact Person: F f! Phone Number: (.) z l 7 g • ,5c S
Level Spreader ID:. -tj- ?_
Level Spreader Length 02 ft.
Drainage Area (x.53 ac.
Impervious Area D • I (? ac.
Maximum Filter Strip/Buffer Slope A°fn %
grass
Max. Discharge from a 10 Year Storm 1 7. cfs
Max. Discharge to Level Spreader l , i??, cfs
Filter Strip/Buffer Vegetation r? e'? A55
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf fitter
groundcover)
Pre-treatment or Bypass Method ao MO T I hllk t
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
'rte Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
X114, Pre-Form Scour Holes are on flat slopes only
:L1 I No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified ('d applicable) and plan details and calculations are provided
j/FS Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
YJ Plan details for the bypass and outlets are provided.
11"41,- The operation and maintenance agreement includes annual erosion and vegetation repair.
/'//?- The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
AUG 2 3 2005
DEER - WATER CUAUI-t
1','ETUVt'D3A` DS? i1„'r'.y7Eiir-RA„'.CH

Project:
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Subject: 6lVI'L S p 12C Af) L(L-
BY: -- -?t0p Date/ L7 I
Lti Calculations ? Details ? Field Data
?6LJE L DS-7R o r ??E2`? I CFS 4(aJ ;
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DWQ Project No. O7 5 - 1046
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET-
PROJECT INFORMATION
Project Name : A) 01
Contact Person: r
Level Spreader ID:. Z
the following information):
r? S
/
Level Spreader Length r
13 ft.
Drainage Area ac.
Impervious Area ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm cfs
Max. Discharge to Level Spreader ,,-,3 cfs
Filter StriplBuffer Vegetation <o(tf-
Pre-treatment or Bypass Method o! Ir { T 0
IL REQUIRED ITEMS CHECKLIST
Phone Number: (25z
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8%a for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
`J Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
!(J. No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
/,r/A- No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
i 6A The operation and maintenance agreement includes annual erosion and vegetation repair.
a The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
00
Project: V Jo it?Z[F EharnS
Subject: r FJr-1
By: T (i??(: lr rs Date/ !?
Calculations ? Details ? Field Data
?QL,LOc.c7 ; ti.?j ?Cr?? ??a J 12Cr? CI?TS' ??Orn ??S'!T? ;
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DWQ Project No. ?D5 - 10 q
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : D r?. r3 r--;Ct- /Z /h-5
Contact Person: r f?P nr ! Phone Number:
Level Spreader ID:. c 7
Level Spreader Length ft.
Drainage Area ac.
Impervious Area I?.D S ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm 1 07 cfs
Max. Discharge to Level Spreader I. Z)7 cfs
Filter Strip/Buffer Vegetation 4.-5,
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf IitUer cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method ( ( (2 -A ? 1 / rs vk _
II. REQUIRED ITEUS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
T;* No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
-- ?/ `- Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Iff/4-- Plan details for the bypass and outlets are provided.
/ The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
AUG 2, 2005
D E N R - WA, i_ t (iu?LITY
f;ET"NDS/UJDSTCfERL N'CH
L
Project:
Subject:
By: T [i?)1''? NS Date
'Ca//lculations ? Details ? Field Data
-F70t,WO(Nb -L)01-
14-

-35)
d-7 iC l 3 -? l a-9 l' J s FiLLL

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L-SO70
:d

DWQ Project No. ' /o 46
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the
Project Name : w t' ;LC E- Ell /l ,
Contact Person:
Level Spreader ID:. TT
information):
Level Spreader Length -tom ( 3 ft.
Drainage Area 4. ?o ac.
Impervious Area o f ac.
Maximum Filter Strip/Buffer Slope ` %
grass
Max. Discharge from a 10 Year Storm •? ( cfs
Max. Discharge to Level Spreader cfs
Filter Strip/Buffer Vegetation u?;S 5
Pre-treatment or Bypass Method rIV 6 4TI NAL
REQUIRED ITEMS CHECKLIST
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Phone Number:
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6%o for forested, leaf littler cover, 8% for thick ground cover)"
(thick ground cover or grass, canopied forest with leaf litter
groundcover) .
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, altach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
Applicants Initials
T? Level spreader is at least 13 ft, per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
?i4iv- Pre-Form Scour Holes are on flat slopes only
Ty`- No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
A Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25%u in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
" AuG 2 ? 2005
, "CN

Project:
Subject: LCO-EE^ SFR? ?4S>(??
By: L --Datea/ n QS
'Calculations ? Details ? Field Data
FO I-.[0u) 1146 ?uJ 0- ?US E-;,', 6;(7-6 R-1 0tl) IJc
-F 7
Imo`
S? T

Z-45v 5?-
"

DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : L'?) d M 3 L_; r
Contact Person: Y K + Phone Number: (?s?) +7e - S50 3
Level Spreader ID:
Level Spreader Length ft. (perpendicular to flow)
Drainage Area . G ac. (on-site and off-site drainage to the level spreader)
Impervious Area O. Z`t ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope .D % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter StriplBuffer Vegetation
Pre-treatment or Bypass Method
? •3 cfs
cis
C4.AP5
3y PtS
REQUIRED ITEMS CHECKLIST
(thick ground cover or grass, canopied forest with leaf fitter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
i Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cis in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
7.1+ Bypass method is specified (if applicable) and plan details and calculations are provided
`ftt Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
?f No structures are located in protected buffers.
'rft Plan details for the bypass and outlets are provided.
10- The operation and maintenance agreement includes annual erosion and vegetation repair.
TE{ The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

Project: ?JO?tit? L E i R RM S
Subject: L???L S?R???
By: (D P (?(t?IS Date/-J'0?/ OS
C9-(f -alculations ? Details ? Field Data
T0t-(00tti1,6 -,:DL3Q zE-0 ?fA EN-T
TR-0/4 was ( i
ato = CSI (= Z? 3 CAS
C IL
Ud.>tf2
+29 .3 x 13 = 380- q rEE
360 16 7-06 LAVE ? W E T ?o
Z OF Z)c,J 6T -T)AA FT Levu SPRc /?-
D P T/Ort

?'! U s4?4' c ?vc(f ?S ilk 2fi?c> c J???
pl PA Y
d I? C <<t T?2 -0 ?c(C -f s ';-F F? C r :? l? (i 1'f
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DWQ Project No. ?n S-' (0 q
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
PROJECT INFORMATION (please complete the following information):
Project Name :
Contact Person:
Level Spreader iD: •
Level Spreader Length 17 7 ft.
Drainage Area !,.e•. `f-•'t ac.
Impervious Area 6. Zen ac.
Maximum Filter Strip/Buffer Slope ' %
grass
Max. Discharge from a 10 Year Storm 13 •5`? cfs
Max. Discharge to Level Spreader tD.cfs
Filter StriplBuffer Vegetation h 2P-:t?5
Pre-treatment or Bypass Method Crh?(`,-` 7' 7,AL

(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stomtwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Pitials
M Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
' Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
4///-' Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
i discharge.
No structures are located in protected buffers.
A Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
?/ tt- The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

w F8 s/ TE
Project: -W da,.U? ' FftO 5
Subject:--LFdFL S (i2??DEi?
By: T 174-OK INN Dated/ ?LT
td'Calculations ? Details ? Field Data
DvJ6 P4 G? L) ( rte (A76 AI S R2-ely-L

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cis
/7?R • 5? beef
16
Tar-Pamlico Stormater Rule 15A NCAC 2B .0258
Last Modified 6/16/05
Residential Worksheet when Footprints are not Shown
Use this worksheet when building footprints are not known to determine the acreage in each of the four
categories - transportation impervious, roof impervious, managed pervious, and wooded pervious - in the
development: You will need these acreages for both the "Export before BAiPs" and "Export after B111Ps"
worksheets. For the "Export after BAIPs" worksheet, you will need to subtract the acreage occupied by BAIPs
from the managed pervious acreage produced by this worksheet. Also for the "Export after BAIPs" worksheet, if
the development contains more than one catchment, use flits worksheet for each catchment
Project Name: WOAIBLE FARMS
Date: 6116105
By: TED HOPKINS
Directions:
> In the two green spaces in the box below, enter the average lot size and the percent of the right-of-way that is
impervious within the development.
> In the table below, for the type of land cover listed for each column, enter acreages in the green boxes beneath.
> In the "Lot Area" column, be sure to enter acreage within lots that is protected by a conservation easement, the Tar-
Pamlico buffer rule, or wetland rules in the green box in the lower lefthand corner (enter "0" if there is none). If lots
are drawn to exclude protected lands that are part of the total development acreage, enter the acreage of those
protected lands as wooded pervious in the "Community Areas" column.
> The spreadsheet will compute all values in the light blue shaded boxes.
> NOTE: In the "Community Areas" column, you will need to ensure that the various component acreages sum to the
value in the "TOTAL" box at the top. The spreadsheet will not correct for inconsistencies. Any inconsistency
between the total value and the sum of individual acreages will carry over to column (5).
Average lot size = 74 = ac (Must show building footprints if lot size < 0.13 ac.)

%
% impervious in right-of-way = ' ' : Sdv

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15.7

Tar-Pamlico Stormwater Rule 15A NCAC 28.0258
Piedmont of the Tar-Pamlico River Basin:
Last Modified 6/16/05
Includes Oxford, Henderson, Rocky Mount and Tarboro as well as Franklin, Nash and Edgecome Counties
Note: The nutrient loading goals are 4.0 lb/ac/yr for TN and 0.4 lb/aclyr for TP. If the post-development nutrient
loading is below these levels, then no BMP is necessary. Otherwise, the next worksheet calculates
post-development TN and TP loadings after BMPs are installed.
fib- Z& os
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HRHE: DW6-WETLAFIDS P. 1
!4 FPCH : FAX N0, Feb. 01 LU135 05:57AI F2
Tnr-Pamlico Stormater Rule 15A NCAC 28.0258 Last Modiflod 6/16105
x.03 A&
e
Residential Worksheet when Footprints are not Shown
Use this x•orkskeet when building footprints are not known to determine the acreage In each of the jour
categories - transportation impervious, mojimpervious, uranoged pert leas, and wooded pervious - In the
development. You will need these acreages for both the "Export before BAIPs"and "Export after BAIPs"
workskeets. For the "Export after VIPs" woriahea, you will need to subtract the acreage occupied by OAfPs
from the managed pervious acreage produced by this worksheet. Also for the "F. -rf after BAfPs" worksheet, if
the development contains more than one catckment, use this xorUbeet fur rack catchment.
Project Name: ;VOAIBLE FAR-VT
Date: 6116105
13): TED 11OPKIAS
Directions:
' In the two green spaces in the box below, enter the average lot size and the percent of the right-of-way that is
impervious within the development.
> In the table below, for the type of land cover listed for eactt column, enter acreages in the green boxes beneath.
> In the "Lot Area" column, be sure to enter acreage within lots that is protected by a conservation rasement, the Tar-
Pamlico buffer rule, or wetland rules in the green box in the lower IeRhand corner (enter "0" if there is none). If lots
are drawn to exclude protected lands that are part of the total development acreage, enter the acreage of those
protected lands as worded pervious in the "Community Areas" column.
> The spreadsheet will compute all values in the light blue shaded bores.
> NOTF: In the "Community Areas" column, you will need to ensure that the various compocteatt acreages sum to the
value in the "TOTAL" box at the top. The spreadsheet will not correct fur ineo"slancies. Any inconsistency
betweca the total value and the sum of individual acreages will carry over to column (5).
Average lot size = ac (Must show building footprints if lot size < 0.13 ac.)
impervious in right-of-way = p %
`L
E]) (2) (3) (4) (5t
1)'pc ofUmd 0aver. 144 arrx I(i ?}et-irf Ray ar .
ra {;tvera8ndr areal
Surn of (.cdrtcdns,
(ere) lnc) (te) (2). (3t, anb (fit
TOTAL; _
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OCT-19-2005 WED 21:44 TEL:[phone] NAME: DWQ-WETLAIIDS P.I 2
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DWQ Project No. D5- (0" r(D
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET AAT -I-- (TG? - a-]
1. PROJECT INFORMATION (please complete the following information):
Project Name : ! T: r
Contact Person: -T-t-7 D n f! r r, ! Phone Number: M;? z 1 4 7 Q- J X-
Level Spreader ID:. -Ij- :1_
Level Spreader Length 7 Z ft. (perpendicular to flow)
Drainage Area 0.53 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0-16 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope fa % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm 1 (,Z cfs
Max. Discharge to Level Spreader t , tip, cfs
Filter Strip/Buffer Vegetation (0 p A 5S (thick ground cover or grass, canopied forest with leaf titter
groundcover)
Pre-treatment or Bypass Method 02M0 ?_O T IOW, L
IL REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
r(A -Level spreader is at least 13 ft, per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
yfil Pre-Form Scour Holes are on flat slopes only
T r-f No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
r//I Bypass method is specified (if applicable) and plan details and calculations are provided
(1<I Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
A /Z_ No structures are located in protected buffers.
/I Plan details for the bypass and outlets are providad.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas, In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
AUG u '1005
?'Y ?clt
0
.r ?
Project:.'
Subject:
By: :1 Date- t7 I-Of-
LH Calculations ? Details ? Field Data
CTE
L,LEL Js-,2 'o ?tJG2/ I CFS
??? L?11GTi? -JOO5?O C ? 6:F a °. ? ? !E`er 40 rM 1 U?? R? DC2 -10 P ?T2??M 5,4ff;?/

J
l?Z I = 21 O l FED 1; LE(QGTr +
T RIS O T I c?LC?s
- P?? (fv9 UC?,c I r0,V,4Z «Jc 2-,

DWQ Project No. O? - 10 46
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET-
I. PROJECT INFORMATION (please complote the
Project Name: 1,A) 01f, 3LF t=A rn_
information):
Contact Person: e7 ( o p I?-? r\! 5 Phone Number: (ZsZ) ?7 6 • DL?-S
Level Spreader ID:.
Z
r
Level Spreader Length ft. (perpendicular to flow)
Drainage Area ac. (on-site and off-site drainage to the level spreader)
Impervious Area ac. (on-site and off-site drainage to the level spreader)
Maximum Filter StriplBuffer Slope % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm ch.5-0 cfs
Max. Discharge to Level Spreader A,-)-,3 cfs
Filter StriplBuffer Vegetation 61atf s (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method (?ol,!f?+lT(
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
`tr{ Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 10D ft per cfs in canopied forest with leaf
litter.
_?l Pre-Form Scour Holes are on flat slopes only
1(I. No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
i
Bypass method is specified (if applicable) and plan details and calculations are provided
k Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
A/4"- No structures are located in protected buffers.
/A Plan details for the bypass and outlets are provided.
_(' The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
6-- 1
D
t ? ZOG
Aura ?. .
Ct ? 4,, u?;IwH
Jo F?.J `o
Via :1

Project: _ v rj'_LLi-- y-kr2 rnS
Subject:_J.fdr(_
13y: T,-' ?;?(fl ; Date/ !-, as'
Calculations ? Details ? Field Data
("O( LOtc7 . ti,b ? U? ? rE J (2Eln :M7S ? n O t
;
2E x (?

!3
l3 = 7. S?- U s E7
'Fb= /?? l ?! t ?LCJ r'?
l r{ !S l?( i_ (Z C:S TqE- i Utcr??T( v??? ?L - 16 id
1 ?r

DWQ Project No. - 10 L-r e!
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : 10 D _Pr ?/nS
Contact Person: ( Phone Number:
Level Spreader ID:. z7
Level Spreader Length _?? ft.
Drainage Area ? . 3.7- ac.
Impervious Area "9-0-5- ac.
Maximum Filter Strip/Buffer Slope / %
grass
Max. Discharge from a 10 Year Storm 1.0-7 cfs
Max. Discharge to Level Spreader I. Z)7 cfs
Filter Ship/Buffer Vegetation ?j R?'545'
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf Etter
groundcover)
Pre-treatment or Bypass Methodr (lr or--- I T/
IL REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Apolicants Initials
P? Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
T;* No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
------? ?
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
11-14- Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

V C)
P6) 69
Project: \?2,VE5LE "FAPI'\S
Subject: LEy6L- ?F-?Q', E?
By//T< J`52V";? (ff S Date
lzcalculations u Details ? Field Data
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1 6-7 x l 3 -F 3.9 l' s

/

DWQ Project No. ?-/ ?) L( (n
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name
Contact Person: - ;_?$ h /rl Phone Number. ° • W_ s
Level Spreader ID:. T+ I
? r
Level Spreader Length -}'t 3 ft. (perpendicular to flow)
Drainage Area O. ?70 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.05- ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope ` % (6% for forested, leaf littler cover, 8% for thick ground cover)'
grass
Max. Discharge from a 10 Year Storm 0 •'? ( cfs
Max. Discharge to Level Spreader cfs
Filter Strip/Buffer Vegetation C P L-55
(thick ground cover or grass, canopied forest with leaf litter
groundcover) .
Pre-treatment or Bypass Method IIV irit 1102"iAL
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stonnwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Apolicants Initials
7Et- Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
7tr No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
discharge.
VIA No structures are located in protected buffers.
A,/-L- Plan details for the bypass and outlets are provided.
?I IA-- The operation and maintenance agreement includes annual erosion and vegetation repair.
?,?The operation and maintenance agreement signed and notarized by the responsible party is provided.
A4/,4- - Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
D r= ?-7!] !, rte
?` . ?Lll
AUG 1 ZOG5
1YETL=3 N,'D ST !,i,`„vi c(v Eriyf,CH

Project: WD L-- L 1 ? ft?S
Subject: L?cJ? F h`E--(L-
BY: o ?- "?_Datea/_U_/ Qs
ivCalculations ? Details ? Field Data
fiOt[o u) I N 6 :?--) vi l,X urQE-;y, 67;k (T5 r/20l-f)
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DWQ Project No. C/-1 - t o 46 ?L
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following
Project Name : !,? d in 3 L?: F? ILIAr
Contact Person: = K
Level Spreader ID:. -
Level Spreader Length ?? ft.
Drainage Area . G ac.
Impervious Area O. ZR ac.
Maximum Filter Strip/Buffer Slope .y %
grass
Max. Discharge from a 10 Year Storm Z 9.3 cfs
Max. Discharge to Level Spreader 7_5-3 cfs
FilterStriplBufferVegetation C4-ApS
information):
_ Phone Number: (Zs?) +7 • S
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method 3Y P t?S
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A is t Initi Is
. // Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
?/ Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
7 t- Bypass method is specified (if applicable) and plan details and calculations are provided
.111 " Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
-Tff Plan details for the bypass and outlets are provided.
i ta- The operation and maintenance agreement includes annual erosion and vegetation repair.
Tµ The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
' AS ?!''`yt6` RCN
V+Er`?? ilv g?Gn ti,i?j
1 C

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Project: t 6Wb C.E t A AKS
Subject: LE?drL S[ A FFtL5 2-
By: _(_40 P (-((?(S Date /--(S0 OS
r9'C-
dlculations ? Details ? Field Data
-FD L(00 1 ?,(,6 -, ?(--) LA-) Q ?E-0 () t ?- F- rv\ C-74 -r S
9.3 X = 380 rEE
St Mc F 3S0 / S 7-00 Z AVo- 2 r,Jt/U 7- ro
P4 r' 2 or )c,J ?J2/? FT ev?L SPRc
?e'? l G CU D ? 7-/O??S

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?i`? UC r i?t4! C L SUCH f?5 l? RA u3?L?
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i
I
DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please
Project Name : 1'fir t -"' I- E
the following information):
Contact Person:? Ph- t:.s
Level Spreader ID:. T
TO
Level Spreader Level Spreader Length ft.
Drainage Area ac.
Impervious Area -'1 ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm 7, Z cfs
Max. Discharge to Level Spreader ZZ cfs
Filter StriplBuffer Vegetation A -S`
Pre-treatment or Bypass Method
Phone Number:
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
ADolicant_s Initials
T?=f Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
'7" - No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
' Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
t- The operation and maintenance agreement includes annual erosion and vegetation repair.
n.fr- The operation and maintenance agreement signed and notarized by the responsible party is provided.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

V
x'61)
-lJ ?,Z d L FIA(6
?to
Project: 060 ?3L,E F AwLS
Subject: Z ?UCJ
BY: Y, WOpX L(t(5 , Date a / I,?/ p
3<edlculations ? Details ? Field Data
13 bl E7 :.?:--22:: .1c F-v; - d?
J

DWQ Project No. (0 4 (O
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
PROJECT INFORMATION (please complete the following information):
Project Name :
Contact Person:
Level Spreader iD:.
Level Spreader Length 17 ft.
Drainage Area ?e-. 4'-. K ac.
Impervious Area 6 , ac.
Maximum Filter Strip/Buffer Slope %
grass
Max. Discharge from a 10 Year Storm 13 •53 cfs
Max. Discharge to Level Spreader 1 ?3. 5,3 cfs
Filter StriplBuffer Vegetation a FF55
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST

(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stounwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Avolicants Initials
r t Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
i discharge.
.- No structures are located in protected buffers.
?'' Plan details for the bypass and outlets are provided.
a The operation and maintenance agreement includes annual erosion and vegetation repair.
operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
f'.l'
D S(;:?, a it -r r!--1 ?f!
AUG 1. Wb
DENR
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Project; -rte -`
Subject:_.,571u-
T /i?PX ?iA-lS Dated/?/
By:
2'Calculations ? Details ? Field Data
-ely
w E8 6'17-(5
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/7 Sys Fef

nug 22 05 00:40a RrINDY C GUY 252 440 4377 10.1
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 vegetaticn 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. Incpoct lovol cprondor(c) for Pvirionrt+ of crnur, undarruftina, settlement of the structure. and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained acros3 the entire flare-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 surfacer
e. Repair eroded areas and replace/replant dead or damaged vegetaticn.
2. 1 he contractor snculo avoid the placumunt. of any material on and prevent construction tmffle aeror
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 maigtain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures Ilsted atwve. I alpu&- to notify DWQ of any problcmo with tho cyciem or prior to ony changoc to
the system or responsible para.
P1
Ti
Ac
Phone:
Signature:
pate: O 7- Z Z - 2 ?.S
t4otc: The Icgolly racponciblo party should not be a hnmenwnars assnr_infinn unless more than 50% of the
lots have been sold andj a resident of the subdivision has been named the president.
1, ?cn ?1fL1 Aj I 1 AI I -a Notary I-ur;uc ror the state or
Cum fly ur &) A -, ? . do hcrcby oortify that 727/tl qn lz
personally appt;:uit cd Ucfoin mo this 22 day of 1.?C1 ,arid acknowledge the due
execution of the.forgcing wet (wetland, detention basin maintenance requirements. Witness my hand and
official seal,
='Rlll SEA!_ My
commission expires 7 - ! -7D O6 G

page I of I
FROM
FAX NO. : Dec. 04 2004 10:24AI'I P1
(30?06? zZf ZDOS^
A,a((v '(11??5• ???? ?dC4)aij5 f
P? Accq OJ f 1 6f fecJQ ?,
a? o r?

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2S SaC
AUG-22-2005 1,1011 12:39 TEL:[phone]
NAME:DWO-WETLANDS P. 1
N
FROM : FW 110. : Dec. 04 2004 10:24IA1 P2
flux :C 05 ca:4oa RflHDY C GUY 250 443 4377 P41
LEVEL sPREADER OPERATION AND MNTENANCE AGREEMENT.
The fovel spreader Is defined as an elongated, level threshold, designed to diffuse =rmwatcr runoff.
fAaintertance acthrides shall be perfenMC ]x 11`03CAS:
1. After construetlon am until ve9et35a1 has been c3tabli :hed, level spreader(s) mull be inspacuo after
every rainfall. Thereafter, level spreader(s) steal be inspected at least every month and more
frequenty during ttte MI season and after heavy rainfall events:
a. Accumulated s"mcrlt V-WC3. and trash shall be removed, and repairs made if required.
b. lnopoat lwd cproador(t:) fnr nVirtunro of tr:nur rv,nrmltttna. sattlament of the structure. and
caincentroted flows downM from the level spreader(s).
C. A level elevation shall be maintained across the entire flow-spreading structure at all times.
. Ro*r or replax the level Wreador if it 13 damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants it they Cover over haft of the
level spreader surface:
e. Repair eroded areas and replac WropLint dean or damaged vegeration.
2- i he ccnN:;K,1or s.VLW evad tits piacolovilt CA any material on and prevent owsinjotion trotflo oorocu
the structure- if the mc=rn is damaged by constructicn trafiec. it shall be repaired irttmecustcly.
3. incpoet and repair the collection system (e.g., catch basins, pipes, mvalo3, riprap) four (4) times a year
to mairuain properfunctioning.
1 adcrtowledgs and agme by my signatures below that t am responsible for the perfortnancu, of the maintanenca
proceoure o lltaW auuve. I au- to naWX DWO of any pe0blomo with ti-m eyollom or prior to any char goo to
the system or responsible party.
ST 'A:
Print name:
7
Date: O 7 Z Z IY, J
Note: The legeny rncpnnubla party aneould not hw a hnmonwAAm ansnr lvlnn unlc&n more tnan 5G% or the
lots have beorl Sold and a resident cf the suWivitrim has been named the pra:ident,
1, ?? to n.l Lj /I 1.{ . l i - a NOtaly rdouc for the Srate o! H C'r? f'? 41 ?ti
Guar.ly err A A do hcmbry oortify that 7"'!9 4,0 V
per ndlly ::pFlraru,l l,afcxo me this 22 day or .t..5?,.i, Ord acic.r AWga *a duo -
exocution of the.forpaing wet [wetkutd) dewnfton tasin maintenance requiremG tS. Witness my hand ano _
official ,cal, Rla RF tIN WAIT
?n NQ
SEAL
My commission explras o 7 -7 - D06(-
page 1 of 1
AUa-22-2005 NON 12:39 TEL:[phone] NAME:DWQ-WETLANDS P., 2
?0F VVATF,4Q Michael F. Easley, Governor
' ?0 0 William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
-? Alan W. Klimek, P.E. Director
Division of Water Quality
August 1, 2005
DWQ Project # 05-1046
Nash County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Randy C. Guy, President
Eastern Log Sales, Inc.
P.O. Box 7723
Rocky Mount, NC 27804-0723
Subject Property:
Womble Farms
Beulah Road
Nashville, NC
REQUEST FOR MORE INFORMATION
Dear Mr. Randy C. Guy:
On July 5, 2005, the Division of Water Quality (DWQ) received your additional information
dated June 28, 2005, you submitted for your application. Again on July 27, 2005, DWQ
received your additional information dated July 26, 2005, you submitted for your application.
According to the application, you propose to impact 60 feet of streams to construct the planned
replacement of an existing culvert with a larger culvert as a component of a stormwater
management plan for the proposed residential subdivision. The DWQ has determined that your
application remains 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:
The number of level spreaders proposed is quite inadequate and those that are proposed are
not per DWQ Guidelines.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Mike Horan 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.
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
o One
NhCarolina
,1Vatcaally
An Equal Opportunity/Affirmative Action Employer-50°'a Recycled/10% Post Consumer Paper
Eastern Log Sales, Inc,
Page 2 of 2
July 20, 2005:
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. John Dorney
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
S?V, 401 Oversight/Express Review Permits Unit
CBKI ijm
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 051046 WombleFarms(Nash)OnIIold_3
Womble Farms DWQ # 05-1046
Subject: Womble Farms DWQ # 05-1046
From: Laurie Dennison <[e-mail]>
Date: Tue, 02 Aug 2005 10:36:04 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. A hard copy of the
correspondence has gone out 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.
1 of 1 8/2/2005 10:36 AM
Triage Check List
h F
Q
`? v
Date: Project Name: ?A 0S
Cf .
DWQ#: CAS- 10?:f
County: L? ,?)??_
To: ? ARO Kevin Barnett ? WaRO Tom Steffens and Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
RRO Mike Horan
From:
AA.
Telephone : (919)
The file attached. Is being forwarded 'io 'pur for your evaluation.
Please call if you need\astance.
? Stream length impacted. `?
? Stream determination
? Wetland determination and distance to blue-line surface,.waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neese, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy ?-?
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: Cc tNzx Y-\ ` n ?

1 C'c.tl ?}
d (\H
l ca - w.
N
?OF W ATF,4Q Michael F. Easley, Governor
?O D (r William G. Ross Jr., Secretary
? North Carolina Department of Environment and Natural Resources
,? -I
E)?__; -? Alan W. Klimek, Y.E. Director
Division of Water Quality
June 20, 2005
DWQ Project # 051046
Nash County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Eastern Log Sales, Inc.
F.O. Box 7723
Rocky Mount, NC 27804-0723
Subject Property: Womble Farms
Nashville
Nash County, NC
REQUEST FOR MORE INFORMATION
Dear Mr. Randy C. Guy:
On June 8, 2005, the Division of Water Quality (DWQ) received your application dated June 3, 2005 to
impact 60 feet of streams to construct the proposed replacement, of an existing culvert with a larger
culvert as a component of a stormwater management plan for thetproposed residential subdivision. 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:
Please use the most recent version of the Pre-Construction Notification (PCN) which may be found
at www.h2o.enr.state.nc.us/ncwet]ands). The correct version has twelve (12) pages and has
additional information on stormwater, sewage disposal and possible violations as required by
DWQ.
2. Please provide the location of any proposed stormwater management practices as required by the
Tar-Pamlico Buffer rules. Additionally, please specify the percent of project imperviousness area
based on the estimated built-out conditions and please indicate all stormwater outfalls and diffuse
flow provision measures on the site plan.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Mike Horan 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.
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htti)://h2o.enr.state.nc.us/ncwetlinds
No ehCarolina
Naturally
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper

Eastern Log Sales, Inc.:
Page 2 'of 2
June 20, 2005:
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. John Dorney at 919-733-1786
if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely, l J
Cyn i Karoly, Supervisor
401 Oversight/Express Review Permits Unit
CBK/ijnl
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 051046Womblerarms(Nash)OnHold

DWQ# OS:5 V 1 6 l Date 3i ! Who Reviewed:
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes.on the site plan.
? Please indicate all buffer impacts on the site plan.
? 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 lie 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. I-4LCAgU4 0-
Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been c nducted.
-/ ' a.- Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please 'minate or provide additional
information as to why it is necessary for this project.
can be mov d o reconfigured to avoid the impacts to the
? This Office believes that the labeled on the plans as
Please revise the plans to avoid the impacts. i
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? 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.
Mitigation
? of compensatory mitigation is required for this project. -Pfease provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
t; .
s
v b Date Who Reviewed:
DWQ;# D?
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? 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.
x Please provide the location of any proposed stormwater.management practices asrequired by?? , n n -
? Please provide detail for the stormwater management practices as required by GC J
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 impacts already been conducted. "
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed.
? 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.
Mitigation
? of compensatory mitigation is required for this project. -Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
QA3
TAOS
CL
. , b tw.,..i ....vim., ,a,,«...,.....m~.~.~e..aw:~,x.;..is+tdwxn..a.,..
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WOOD LINE EPS ? PK NAIL SET r
K ®EXISTING PK NAIL PRA PROPOSED RIGHT OF WAY ~""'r"? Srt-T FtKGE CONTRA PP ~ POWER POLE /vD~ • Edt; c. S ~ CTOR IS FULLY RESP~l51BL ' GENERAL NOTES:
PARTIES AND ASSURING TH E FOR CONTAI R/W RIGHT OF WAY r OJT'S(D.. EXISTING RIGHT OF WAY •DI e ~Ji~'6r4t~(C~ PRIO AT IXISTING UTILITIE: _ E FOR CONTACTING APpROf'RIATE I. STABILIZATION I S THE BEST FORM OF EROSION CONTROL. PING UTILITIES ARE LOC
RR • 7~ 3~ jiJ I.T S RAILROAD SPIKE SET /Wrw+N~`^• 4.rMcTS 0 F R TO THE COPIMENCEMENT OF PROPOSED EDGE OF PAVEMENT 1-800-632-4949, 48 HOURS ~STRUGTION ERR c EX.RAILROAD SPIKE j R f~ {~C~>tft`~• PRIOR TO COMM ATtD TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROS.ON CONTROL " :ONlSTRUCTION. GALL O 0 COMMENCEMENT ~ WO ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY N
~ ~~A UTILI NLS ~ NAIL SET ~p,~ (,J}!t'CtR . TY LOCATING SERVICES. RK FOR REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON
OHE OVERHEAD ELEGTRI rROM ~ Or EXISTING EDGE OF PAVEMENT C K CONTRACTOR SHALL VERI i THE PLAN. ALL DENUDED AREAS LEFT EXPOSED WILL, WITHIN 15 00
LOCATION AND SIZE I I CP 0 COMPUTED POINT BUILDING S t SPR6~'t12 • STRUCTURES PRIOR E BACK LINE ~L. TO THE COMMENCEMENT OF MOH, o GRID MONUMENT ~ WORKING DAYS OR 30 CALENDAR DAY S.R. 1437 p~ ~N AND SIZE OF ANY DRAINAGE S OF ANY PHASE OF I~ JCEMt~1T OF CONSTRUCTION, GRADING, WHI.CHEV~R PERIOD IS SNORTER, BE SEEDED AND MULCHED. ~ Q ~
1" CMP CORRUGATED METAL PIPE CL _ 2. SITE AREA:. 9.!}~ ACRES m ~ ~
- DRAINAGE FEATURE PED ®PHONE PEDISTAL \ ` ~ , , _ ~ DISTURBED A EA: 13. ACRES ~ ~ ~ ~ ~ N Wz ~ ~
~'S~~ 1~ IZry ~ ~ ~ '`/6~186~~-. SOIL DELINEATION LINE
3• ANY LAND-DiSTU SI T~ ~ Z 0 ~ RBING ACTIVITY ? 5 AGR ~ CONDITIONS OF THE GENERAL ~ REQUIRES COM?LI Q ~ -
P ' ANCE WITH ALL -l NATIONAL POLLUTANT DI PERMR TO DISCHARGE STORiT ~ ANY PERMIT NONCOM SCHARGE ELIMINATION SYSTEM WATER UNDER THE ~
~j~S 1 rg5`'''~. ~ \ ~ ~ _ ~'rK,6N~ XIStIN 1~"4r r~ ~ G IRON ~ , ~ ~ ~ / - - - 0" RCP MAY REQUI PIIANCE 15 A VIOLATION OF (PERMIT WO,N~~~ ~ RE ENFORCEMENT ACTION BY TH THE CLEAN WATER E. E3~U~A~ ,c
PIPE s ~ - 57 - PP FOUND ' ~ OF ENVIROMENT, HEALTH, AND NA E NORTH CAROLINA pEp ~ AND 4 ~ TURAL RESOURCES. '4RTMENT f- r ~
CONTROL ~ ~ - _ ~ - - - p ' 2 ~ I - ~ - Pp wEs a ~ N
CORNER x. + ,p~ - T WEST BEULAH ~ 1 O I- ~ RO ~ W a0 AD S.R. 1432 ~ ~ ~ I~ (60' PUBLIC R/ II W
+ 48,075 v~ l ~ ` ~ ~R 12 ~ ' . ~ ~ 5t ~ ~ ~ , - - y sq, ft. f.,- ~ 125 - - ~ 0~' ~ ~ - -
~ T3Jtt~( I.10 Ac-~1 ~~2 Z _ ~ \ 1 125' ---.„...I_ ~ _ _ _ _ _ _ - ~ I ail ~ ~ a - _ f'~ q7 EXIS I ti i Ir~ z
, / _ ~ ~ i - ~ r--- ~ ~ ~ ` ~ T ~ - ~ r I ~ja51~( 11-°- I ~ ~ 11 ~ ~ A I ' / ~ .126 1 NTS _ >5' ~ ----1.` 'FRCP _ CTr C,
' J hP I ~ li _ ACT J ~ ' ~ , ' 1 r-____ • - ~ - r + + 1 OHS _ 125! _ ~ ' W
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\ _ \I a I ~ \ i r''1 ~ ~t~t{ 2' ~ I LOT © i - I + + I + r r i ~ I ~ r ~ 1(l. 2 ~ 38, 4f 3 9Cj, f t. ~ i 1~ i - i + , 55, 611 + ~ , q ~ i _ -C~ 6 I ~ \ 1~' 125_. I I I _ _ ~ i'P 1 _ ~ \ Q I I r - I - ~ W O
w ~ ~ r 0 7 71 , ~ ~ - r r3 4 ' ~ i~ ~ ft1 I P+ ft. .i p ~ 79 ~ I I ~ LOT 14 ~ r,, O.SS Acree ~ - i I + ~ , ~ tv\ V1 f . i ~ 31,179 I i 1 I I , I ~ ~ ~ r-_ -135-- _ _ ~ I i i. i i 96 ; I 1 i i r--- PP 11_ I.~ R/W
~.`i P•B. 17 PG. 274 ~ ~ • i ~ ~ A + ~ I r ~ I . i ~ I I v1 sq, ft. p* 3 q I ~ I - (Y r .:,1 ~ ~ I t I .I I I I I' I I II ~ ft. o' 31,15. I I I q ' I I I ' ~ r---------- I D 36 ~ ~
P N # 380200544133 ~ \ ~ ~ , + ~4~1 + I s I S ~ Y Q I I I I I
ZONE A- •~I/,'--- ~ B .r : +P I , . i I ~ a ' ~I ft. ~ ' ' ' I I ' W EXISTI ~ I I 7i tVl I I 31,162 I I I1~ I I I 1 ~ O~P` 1 " NG .x I ' I 71 vl sq, ft. I I 31,179 I _ I + 1 , ; \ I I I 15 RCP
I I I ~ 0.71 Ac- ; N ~q, ft. ; 0'i 31,175 I _ I ; I 13 ~ I I I I I ~ I ~ I I
~f~05 (0~ CD~ ~ ~V ~ ~ ~ ~ , I i i ! ; I ; i 0.71 A,C• ~ ~y ft, i 12 ~ - i ~~oxlaht©, ~ooa I I , I 1 I I I I 0.71 Ac• I 31 I I ~ 35, I{ I I CINLIEK AS56GAlE5, A.
Lor ~ ~ ~I~ ~so>•.~ ~t . , ~ : I ~ + r S>J~ES ~ E i SILT - ~ • o ) ' u+ ~ ~ ~ - ~ r r , . ~ I2 \ - 1 I ; ~7~/y I I 1 I ; ; l ~ I N ft. I QI ' I I All Rights Reserved. Rn.radoctlon er me 1 I ~ I I I I I I I I ~ ft. I , I I r of the content of this a~,umenl, or addltione or deletions this document,
6` i 34,091 sq, ft. 1~ , 0' Q. XZD i + 11. ~ i 5 ' A. ~ ~ 6~ t Sty ~ TAR/ t~Aul I o.7~ Yy sEDrr~ifi.~4 , 1, ~ + ~ ~ ~ Iz5' ---J _ I I I 11 , I I Q I I I ~ L I I I I ; I I I 0.7~ ; I In while or h part, x!tn.x'. written can- I I I I I I ~ ~ `i sent of pNLTEI( ASSOpA*ES P _J I I I I - I I I I I r l I PPOHI&'0. .A., le
125 611 ----J i ~ ~ I i ; ~ ! I I
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Ii ' I ~ 1 i i I I I -t _ ~ I III I I i i I i I J
' LOT 71 I , ~ \ + + ~ ~ I 31 000 ft ~ ~ \ ` ` ' ` , ~ 4 735 ~ , ~.a.l PEA ~ , \ ~ , , ~ I ~ , ~ ~ I I , , I I r I I , ~ I I
p Lor r3 - ~ ~ 71 ~ ((yy ~ E--i I I , . ~ , , ~ ~ ~ t• I I I I ~ I I I I I , I I I I I I ~I. 1 I I I I I III ~ w
~ 3 G. ~ ~ I \ 938 ~ I 802 27q ~ D ~ ~ ~ ~ + + ~ ~ ~ A , ~ 00 2r7 I _ zON~ 42 I C• - ----'~3~'--------- REA , ~ ~ ~ I I I ; , I , ~ , ; ; , , ; I I ; I . I ~ i ~ ,0,246 ' i XJ`. i ' 18 I I ' ; i i I I I I wvm0
q_I q - r , L 3 - ~ , 33 29 ;soft. ~ \ Vi-fZ.~u I O 1 I \ ~ ft. I ; 8 981 ~i I , i ~ I ; ; I i I m M ;
D ~ \ ~ ~ ~ ~ ~ ~ d.76 afire ~ A ' - I A ~ , I 38 981 1 , _ - a I I 4- \ X16: I 1 i 3q, Ft. i- I ' I ; 17 ~ I I6 I I - I I I I b cA
- r--a-"__ , ~ ~ ~ SPE IA ~ 3 ~ ~ - - ,p~.h + , I , - C Pl)RP E ~ . Pp~ I I ~ \ ~ . I I ~ I UI' ~ ft. I I I 1 , I I I lfi 0 ~ ~ ? 1 ~ \ I I I Iii I I I \ ~ 1 I . , ~ . 0.89 Ac. I inl 38, 981 I I 38 981 , ~ I I I I ~I I I , m , I I I I ~
I ~ I N + 0' LOT SEb+IE ~ • • y, ' + E , ~ 70 , N ~ , i~(' ASECIENT ~ , ~ ~ + . A , I I ft. I _ I I I I ~ 11 1 I i I\~ I xi, sq, ft. I 38, 948 I I 14 I N I p~ I <Y - ~ ~m O I
A LOT ~ ~ ',30 9g1S1, Pt• , 9 • ~ r i '~i ~ - - ' •I r - h - 2 , 2 - _ I I I r I sq, ft. I~ I I\ Z f ~.y IV I . I ~ ~ I I _ ~ - i I - + _ i A,, ; q, 342 I _ W # I I \ I 1 I 1i. I~ O
I N # 380 G. ?74 ~ _ 1 • I • ~ ~ 8~ 7 r ~ ~ ~ z p 200,3 ' ~ ~ D - .5t \ ~ ~ ~ 0~ - ~ ~ , . ~ . r~ ry , I I , , s'q, ft. I I , - c0 ~ ~ ' I \ I I ~ I h'NASE li-I.. _ I ~ I °.,~o Ate. ! I I I ? Q ~ I I 200-, , I c ~
- N~ 26q 2 . ~ ~ . . . A_ 9 ~ I , ~ ~ I I~ I I I I SIt`fl ~ 3 ~ a ~ ~ A I ry I I , , I , I I I ~ I I I , , I , ~ I I I , ~ ~
- L_---__-_- + r_____ ~i---------, ~ ~ ' ' rn RAIN AREA ~ ~ ~ w N Q + ~ 22,247. sq,ft, ~ S,\ ~ I / p - tw~rts ~~I I ~ I I I P I I -rpP rc30 I~ A- V ~ \ _ I I , I I I I , (a0 0 I b. ~
_~.'4_Q'~------SOD, -i I A 0.51 acres ~ ~ d N 4 ® ~ . w 1 a \ - - ~ ~ ; I I I 1 1 ~i nDM S'f !I 2G
~ _ ` ~ i 70 ~ - I 30,100 + - - - , Y, ~ a . ~ ~ rcl43 - L3~ ~ I ,.L \ ~ - _ a~ N 5 I i - I~ E Z ~n - ~~7 - - I I I ~ 0 ~ ; 1, r I I W~ 2 ~P ~
' ~ ft. j 243- C ~ . , • 2 w . t ~ ~ ~ -..C,F• ~ LOT . ~ o d v 0.6q Ac. •V A . ~ ~ _ m~ ~ J 120 i , ~ 4~ v 1
D I ~ i f NA t. R A ~ ~ ~ ~ s9, E / ~ i + J ~~r-. SEEDBED PREPARATION N ~ I9 _ . I ~ li I ~ - . - 120 1_ ~ ~ l0/t i 0 -'ter... I 'n`om-- /L t '1 I i., • 120 to ~~,k.
OTES: 0.71 Acrt~ . sq,ft. ) + . y ~ • , y ~ ~ ~ ~ I - - b. acres q4 ~ ! ~ , I. SURFACE WA = ~ r`2 ' ~ ~ 0''•. ~ ~ ~ v ~ ,A ~ . , •120 , I K• 3 ll' (U
TER CONTROL MEASURES TO BE INSTALLED ' ~ - S ~ \ • ! ~ I ~ v / ' ` I ACCORDING TO PLAN. ~ ~ , , , ~ ~ ~1 p ~ , l<M~ • l V 02 . ~ ' ~ 1Af I ~M~17" $ 11• lT X120 ~ ' ' yr Fh~~H, ~
1 b 130' ~ 135 55 / 67 1 ~r / / ~ ~ 2• AREAS TO BE SEEDED SHALL BE RIPPED AN - - ~ _ ~ ' / \ - D SPREAD _ - \ ~ 120' --L-. r ~ '"J _ I I~ z y .~•N
WITH AVAILABLE TOPSOIL 3" DEEP, -24'x=-° i - - • + "h / : \ , r-°- r SEWER ~ r-- ~ - I 1 ~ L I 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUC ~ ' ~ ~ RE ~ V + I r ~ - bL-'SC ~ , ~ ~TIorJ
TIONS SHALL - n SMT. , ~ ~ ~ ' ~ ~ i~ .i ~ ~ rS + MOVED FROM THE I - , , . ~ ~ ~ p , , .ON SURFACE 50 THAT THEY WILL ~ + SOT ~ N ~ + I ~ I - ; . , , :ADD I .1~~~ . I I I + iw~s d r ~ '
NOT INTERFERE WITH THE ' ~ i i i y' , j rl ~lAl~ . ESTABLISHMENT AND MAINTENANCE I 9 ~ ~ ~ ~ ~ ~ - ~ , OF V r~° s. ft. + ~ , 31 995 ~ I' ' r , EGETATION. SURFACE FOR FINAL SE ' ~ • ' ' ~ I ~ . I ~ A I I I ~ r I. I I I I I I ~ V V
EDBED I i 30 999 ~ r + . + , , ~ ~ I PREPARATION, AT FINISHED GRADES SH - ~ ~ I~. - ` ' ' Ft' ~ A~~I + I ' ' ~°~rl\~ 'I
REASONABLY SMOOTH A OWN, SHALL BE I J , sx{, ft. I A , - , ~ I ~ r i r r ~ ~ . Np I I I ~ I UN FORM. ~ , , , , , i , , ~ ~2 x I 4, IF NO SOIL TEST IS A ' ~ i •r• - ~1r r + ~ r~ , i I \ I I I I I. x.11 I r ~ 10. I I ~ I I ~ I I ; I A• / / 1 1 i- ~ n 4 a-~
T KEN, FERTILIZER AND LIME TO ~ ~ - _ I 31 000 ~ , , , I Q r , BE ACCORDING TO SEEDING SPECIFICA I ~qry~ ' ~ ' 76 20 T ONS ABOVE- ~ ' i sq, ft. ~ i p , ~ / ~ I i. I I I I I Iq6 1 I I I ~ y~ l I I ~ ii) I. ~ I I ~ , , I ; ~D ~ ~ µ 1~XZ1~ )0 I~ I I I I I I I I I I ; I I '~OrItO S
N, PROVIDE 15 LBS./ 1000 S.F. OF SUPE - _ ~ d ' , sq, t. .m I -I ~I A~ , 1 1 , , I I ~ - t. 'rtll 2b9 I ~ 43 4~q ' I i i ~ I 1 • I I 'I ~ 1 ib~~ 1•S
PROS R ' r I I I I I ~ ' , PRATE. - , , 2 ~ , , I~ 16,748 , 4 , 5 i ' , --J ~~--J ~ ~ Q 1.75 Ac. , . I F A 501 I ~ ~ L TEST IS TAKEN PROVIDE ~ \ t~ ~ ~ , U Q ~ I ~ Ft ~I I 42, 673 1 _ , ~ I, 876 I + , , I , ~ , I ~ I~ SC{, ft\ I tVl I_ I 41 080 I I I I I I, u Q
FERTILIZER AND ~ , + i 6 ~ ~I II LIME ACCORDING TO SOIL TEST REP ' - r - ~ ' ~ ` ~ ' i . . _ _ 6 OR I • I LOT , i ( ~ i ~ ll I ~ I I f~t~ I '+Q, Ft. ~ ' A Ft. I _ I 40, I II ~ I I I~ ~~I Z
ZER AND LIME SHALL BE APPLIED UNIFORMLY ' 30 997 ~ ~ ~ ~ b •S• ~ D ' ' ~ + AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION 134 I Q + 6 ; I I y \I I I ; I O.~Ar l It11 ~ I ~ ti.r ~ I I I 1 I , I I I O.q._ At. I , I I,
7, ADDITIONAL EROSION CONTROL MEASURES MAY BE ~ ~ - ' , ' ' ' ; ~ I I \ 4II i I I I I 1 39,071 I 7 i' I I I 1 I I y' u I '.I ~ - ~A~ I -I - I X1r I •I I
REQUIRE ' ~ ' - - - P ASE iI I D DEPENDING ON FIELD CONDITIONS, ~ ' ~ A ROAD 1. r - I ' ~ +1 4 ~ n + 8. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN ' - ; ~ I ' 'i ~ I E i l I I ' \I gal I I ~ - _ I ; - , I I ~ 1~ 1. I I I I I I 14.~9..Ac. I
50 PUB 1 , i I ~ p CEO . + WITHIN TWO DAYS AFTER MULCH IS S s I PREAD. ~ ~ A ~ I I 3~ I ~ ~I~ l ~ I I I I I I I I I I ; I X. I M~. I I I I I I I I
i _ , 134 ~ ~ ~ i FUEL- ~ J/~(~ ' I ~ I j I ~ ; ~ I j ; ; I ; I I I I I I , I I I I I
- ' ' ( ~ ~ ' L - --L~~ V I I I I I~ I I , ~ ; I I I I I ~ I I I I I j '.1 I ~ I I I i ~ I I I I ---J I
~ ~/p~y~p ~ - ° I~0'~O ItC14J ~ I IF/.y1 ~1 I I ------1 FRANK L. ~ DORTNY S. WINGO ' i~~"~ ` ~ ' - r------ , ' ~ % I I I~~ I _ -----J ___-----J L-_-____ I I II I ~ ----J L-__-_ I
PIN # 380200533279 i 20' SEWER ~ r li +j .~J>,~ i I ~GGY ~ 1 I 48" ' ` \ J
r~~ ~ ~ E D.B. 1285 PG. 660 ; ESMT, ~ I ~ ~ ~ ; ; ~ F~N I ® D 81 T10" ~ I I' I I ~ I ~ AK W TO OAL 41 ~ 20 136' .301, I I ~ ~ ~ 32
ZONE A-I , I ~ ~ ' ' + . ' ' I 9 ~ z I- \ ~ - ERR IRON BUGGY z z
I I ~ 4 41 I ~ + 1 I ~ ~ ~ . I ~ I PIP 1 AXLE 17 I E. FOUND ~
' ' 39 99 i ~ ~ ~ ~ I ~ " , -f#.,~~ ~ , 2 sq, f t. b ~ 40, 462 sq, ~ TAR/ i , N _ _,ij PA I E G ~ ~ < I! FOUNlQ U I
I 'i 0.85 r a ;A ~ ~ - ; P BUFFER. ~ - o ~I f II PIN # \ ~i O' I 1 BOBBY Q ~ N
BY WI I I G. MOORS LL I-7 - E TABLE ~ ~ IN # 380 z ~ Q ~ -ZONE A-I ~ 'P 200729829 ~ z U, z N I CURVE ENGTH RADIO CHORD ;:SEARING wl ~ LOT I ~ I- 0 .
' D~ I I I U ~ z z CI 43.42 30.00 39,73 ~ ~ u . 3 ~•B. 27 PG. 284 I }u ~ Z 0
4 i ' ~ ~I 1 ~ ~ ~ 'i ~ ~ I + I ~ ~ _ ~ N~R~II h1160.~CM•N N 8 W OC Nz I z I ZNh_ - C2 4134 - cv a~N ~Ep.,CM•N ~R.Er ' I 30.00 3814 " U1 ~ I ~ .o , ~ s.
CONSTRUCTION SEQUEN - - ' - I l ~ CE - cf~ /DITCH ' 50 75 Z t~Q y (bEMI • C3 45.75 30 II + I ~ r W .00 41.45 Nail E p U E s
- • ~ tilo YH M1 R BTAIN GRADING PERMIT FROM THE NCDENR, ~ -.__t___.__ rN1tt 1M6 C9 I No YH AM ,21CA,t1 6QEEN sc 5.05 285.00 50.98 S72'5q'18'IE Q~ U z3 Y 7 ~St?~, tM ro ~ o ~ c
LAND QUALITY SECTION. - ~ _ - ~ 2. SET UP PRF.-COh' ^ I T ' ~ - - STKt,C ~ ION SON, ~.R~?!„~ ON--SITE WITH THE " . ~ _ ~ ~ ~ : / r eebonrd GIO 53.0 r t O ~ I 8 285.00 53.00 G,,. ~ 71 p~ ~ ~ l7 ~ ~ I I CII 31.55 35,00 30,49 c31 " 4• SO L REPORT ATTATCHED WITH PLAN ~ Q ~ D z
- I 'i 1 EROSION CONTROL INSPEC-i~OR TELEPH - • I ~ eebonrd ;o \ II '21'55 E W_ SOIL TYPES NUM 0 z `u W- k CI2 71.81 50,00 65,719 Nab•41'16"W ~ # I BERED AS SHOWN WITH - ~ z N z N z b
TO DISCUS ~ ONE 919 571 4700) ~ "p S EROSION CONTROL MEASURES. 170 ~c! / + 3, INSTALL STONE CONSTRUCTION ENTRANCE, SILT DIVERSION -.~/i i ~ ``^~•.~•y, Ip ~ BEING THE BEST AND # 4 L - - z n tY~' i i .26 50.00 60, = t u EAST Q > A ~ Sr,4464q W, DESIRABLE FOR ~ 1
DITCHES AND SEDIMENT BASINS. CLEAR ONLY AS NECES A 1 J S RY / ~ ~ SEPTIC SYSTEM ~ W ~J M S. Ql J I CI4 100.64 50.00 84.49 5 16 "E ~ ~ a ~ a ~ 0. A~_
TO CONSTRUCT THESE MEASURES. ~ , 4. CALL qlq-571-4700 FOR AN ON SITE INSPECTION BY EROSION ~ ` CI5 I 3 9.01 25.00 18.56 N 'Oq'14uW \ CIb .68 c(o4'41'21" Sal<NERAL NOTg~
. ~-t r v~ E~ r E3.i~ • i ~ ~ CONTROL INSPECTO ~ D l t• SIB (S 6PC ~ t PDT p R. WHEN APPROVED, BEGIN CLEARING AND ~ ~ e crc, Ci9 61.23 I uE 300.00 61.12 509"0446 W I. TOTAL NUMBER CAF PROPOSED LOTS = 7
GRUBBING OF THE SITE. ,,_.1 E t~l~ 71tfE~ S~bt1~1~1f 5, MAIN 12K~"'' ~ ~ ~ C20 22.03 350.00 22,02 " SPECIAL PUR 4 _
TAIN EROSION CONTROL DEVICES AS NE 6, STABILIZE THE SITE A EDED. gbSl~ Nb S AREAS ARE BROUGHT TO FINAL GRADE. ~ 5i2'0T23 W POSE LOTS ¦ s C21 , PROPOSED BOIL I 4 49.40 350.00 49.36 Sa616'35 W D NG LOTS = 70
7. ALL EROSION CONTROL MEASURES SHALL BE CON T so' min. I IT ~~j 5 RUGTED IN , ~ ~ 17 ~ N : ~ ~ 4 1"0 ~ L W IT,4-) C22 47.12 30.00 42.43 " 54' ' IT~ 3 INS S 46 E 2, CURRENT ZONIN _
ACCORDANCE WITH THE NG EROSION AND SEDIMENT o Stowe P ' l~~ r ~S • CONTROL rs~ wAS++£ , 1 " US DEPT, OF AGRICULTURE t u~nuuu I Orel X p3 NON G23 47.12 30,00 42.43 G A 1 ~(G~N ~il~ "W 2. MINIMUM LOT ~ ~~N ~ ~I~~ > > G24 21.03 25.00 + I " SIZE - 30 000 SQ. FT
n. 8 SOT( t Z$ LL Y L9' ANG GON1'IN000~L1~ Tr ~ ~ , ~ 20.41 h 17 E SETBACKS: , ~r'~ ~ r, ~
. MAINTAIN ALL EROSION GONTR01: DEVICES AND STRUCTURES ,3, ~ , ~ y~Rf 1~ N~ TO MINIMIZE EROSION, THE CONTRACTOR SHALL MAINTAIN A0Q1~"01 or ~ 7i'1.1~ bl1"~-I S~G?.~~Nrs T~ ~ 4a.5o 50.00 4~.5o s '19"w FRONr 50l ~ . • t C26 71.09 50.00 65,25 " REAR 3 ' 1.
t~ ~ W 1T1 CONTACT WITH THE ~tASS;.t QIOSIOMLWIR01 s,anE o EROSION CONTROL INSPECTOR REUOVE sEauEM AT nrrnl ~ rt~p W ~fiN Noll bM ~t ~~N G-11~a1 N' W o ~ G27 75.80 50,00 68,75 N u SIDE I5' nti ice' /~!MMr~'1+ ~ ~ E SIDE CORNER I ' ~;n~`e„,~ C'q+ ,~>r
SO THAT PERIODIC INSPECTIONS CA >IC' m~. • N BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. ~ ~ 3,
0.~- o~ uroRnMB=.n son- 47.12 30,00 .4,'! " ~ qt u 5 0 ~ni f_ 4 E RDINANCE STANDARDS,
- ?•--1 n l u ~ FIITEA FABRIC CUSS B ERUSIDN CCMROL STONE ~C ~ ? 1 tc cu ,/b e ~ p E N 0- I ~a ~'+1 S J2 ~ lc~~~ Qo~w ~ C31_- 21.03. 25,00 20.41 4. OWN / ~ ~ 0.C t` E ER DEVELOPER:
Please add the follow~n statement to the constNCtion s uence: " 2 AP Provisions for rmanent 1A55 I tP R 0 and cover must be accom lis Q. C32 55.82 50,00 52,97 S ry W EASTERN LOG SALES Drawn b
bed on cx sed s1o s within ~ ~ C~ da whichever isshorter-wi IS workin davsor30calendaz Cf05S $BC~IOl1 thm 15 workin da or 60 calendar da whichever i ~ ~ ~ ~ ~ ~ ~o~ds • 0 ~ ttUd aN C33 64.77 50,00 I P,O. BOX t C~ 1~1 ~J • y0~•~- 60.34 7723 W ROCKY MOUNT N T;-~ C34 62.70 50,00 58,67 R 7• ,C, 27804
s shorter in ~ d~u~f ~ , sensitive watersheds- and in rem • m°" w.;r ~°om ainitT areas within 15 workin da or 90 calendaz da 30~ ~ d7u~Q ~ C35 E 55.20 50.00 52,4{ I ~E PHONE [phone] Approved by:
whichever is shorter. Disturbed azeas left inactive between an ~ IZ.IP-R,4p ~ base of shall be AI RON DIML+NSI Lem seeded within l5 workin da or 30 calendar ~ / ONS C36 27.55 35,00 26,84 rv I ~ 5. LINEAR FEET OF ROADWAY PROPOSED TH
a whichever is shorta." ~ / VSIONS C37 47,12 30 00 ~ =JACQUELINE DRIVE = 1024 7 42''43 W =HARVEST DRI ' .2 L.F.
~ STRUCTURE N0. V - - - C38 47.46 30,00 42.K " YE = 2,605.27 L.F. Date:
~ ~uasruRero soli u ZONE LENG ~ / / TH WIDTH DEPTH - C3q-- 40.75 3500 , ~ E =SENECA ROAD ~ 427.26 L.F. 7-0 i - ~•'p 1.1411 =SAVANNAH COURT • 2005 DEPTH MENTS W Jo
~ FITETi Fly' / 2x~ COM ~ ~•q5 51.00 56,55 ul ~ 545.03 L,F. G41 159.25 51,00 102,00 b name: i ~ N 7"E 6. TOPOGRAPHIC INFORMATI WOMBL
A A N f7 47.21 30.00 42,49 ~ 41"W LOCA I ~ BASED ON FIELD EBOUN2.DWG ~I•Jdr~'S 1 RIP TONS DA
CcJLV~f'~2 18R+ 4,17 ~ 1 i THIS SITE IS EXEMPT FROM PEAK FLOW ATTENUATION UNDER UDO 12. ~r d S (1 ~P G43 27.55 35.00 26,89 N' i T P TUM FLED FROM USGS - , ~ 2 I 0 0 SHEET REDOAK
3.3.2.B.V. AS FOLLOWS: OVERALL IMPERVIOUS SURFACE 12.6 Ac./ TOTAL TRE~CT Stt)ne $°CirO:~ W~T~3 ISM I , GlJ~SS fz p 5.Oq 50.00 24.83 N ~ ~ ~ C45 9'1 I SH Scale: .8 50,00 80,05 t, ry ~ SET,
~7` ~p . ACRE 89.47 ACRES < 15~, 14,10 CALCULATED AND UTILIZES THE PERVIOUS PC~k. I ~ OF tNE SITE TO MAINTAIN AND CONTROL STnrzrtwerco ourJnGC TI01~5 I I'dk ~Ifanr•IL~ ~,A.I ~ n ~ f' c46 II ~4S 1 fzlP ~p _ - 9L78 50.00 79.43 O8'E ~ rAV - 1 =100 (H}
O I N wi ia[K 9902007431g1 25-00 20.41 NJ12T8 25 7E
ROCK DAIS DETAIL a SOUTHERN TOPO SCALED FROM U.S.G.S. TOPO
24+ S.So 'L 1 1 , NOT TO SCALE 2 (a ~l y 5. ALL CORNER LOTS TO ACCESS INTERIOR ROADS
Irv 9. A FULL SOIL REPORT AND SITE REPORT WILL Sheet No.
D FOR TAIS SITE,
R
of

. ~ ~.e,.,.~„, ~,~..~~;x.,,~
v~ _
I~~ • IRON STAKE SET EIS c EXISTING IRON STAKE WOOD LINE
- _ PKS ~ PKI NAIL SET I 1 ~ PROPOSED RIGHT OF WAY Sr~T AGE CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTI ' GENERAL. NOTES: "j O 'OR CONTACTING APPROPRIATE i, STABILIZATION IS THE BEST FORM OF EROSION CONTROL. Q
EPK ®EX ST NG PK NA L I s?Qr~~t: QS /VQ ~ PARTIES AND ASSURING THAT EXISTING UTILITIES A PP ~ POWER POLE r OJTS DL`' EXISTING RIGHT OF WAY M,TS d ~ s -rJ~~,a~tc~ PRIOR TO THE COMMENCEMENT of G UTILITIES ARE LOCATED TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL to
R/W RIGHT OF WAY T~ t,T t ~ 4•? I-800-632-4949 GONSTRUGTION. dSTRUGTION. CALL ~ ON LARGE DENUDED AREAS ANp ESPECIALLY WHEN SPECIFICALLY 3 •-OPIMENCEMENT OF• WORK FOR REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SNr~IN ON 7 ~
RRS • RAILROAD SPIKE SET PROPOSED EDGE OF PAVEMENT UTILI r HOURS PRIOR TO COMMENGEMEN ERR a EX AI A I ~ I~J>FFt~ ~ TtR , TY LOCATING SERVICES. .R LRO D SP KE i ~ /t A ~ip,D r"' ~ 00 THE PLAN. ALL DENUDED AREAS LEFT EXPOSED WILL WITHIN ~ 15 S ~ ~ • ~ ~3 ~ ~ t
NLS ~ NAIL SET EXISTING EDGE OF PAVEMENT t=(tOMI 'TD'P Ot 'a~~• CONTRACTOR 'SHALL VERIFY. L '~rf of WORKING•DAYS OR 30 CALENDAR DAYS OF ANY PHASE OF ~ Q ~ ~ AND SIZE OF ANY DRAINAGE GRADING WH(GHEV~R PERIOD IS SNORTER BE SEEDED AND MULCHED, m ~ p
OHE OVERHEAD ELECTRIC STRUCTURES PRI OCATION AND SIZE OF BUILDING SETBACK LI j~L SPRS~V~ ' OR TO THE COMMENCEMENT OF COr CP ~ COMPUTED POINT BC61, NE T1ENT OF CANSTRUCTION. 2. SITE AREA:. 9._ ACRES ~ ~ l~ ~ N
MON. o GRID MONUMENT C 'kl , DISTURBED A EA: 13 ~AGRES 11J z c °n
GMP CORRUGATED METAL PIPE ~ - - - DRAINAGE FEATURE ~z SITE 4
PED ®PHONE PEDISTAL ww,,~ _ 3, ANY LAND-DISTURBING ACTIVI Q ]
~ ~'ST~ . _ SOIL DELINEATION LI "1 CONDITIONS OF THE 5 ACRES REQUIRES COMPLIANCE WI ~ ~ GENERAL PERMIT TO DISCHARGE STORM Wq TN ALL •D NATIONAL POLLUTANT DISCHARGE ELIMINATI TER UNDER THE S~
' ~ \ ~ - cbris ~~99 ~ ~ STONE TI~11 I~ ~W ~ ~ ~ - - - ANY PERMIT NONCOMPLIANCE IS A VIOLATI ~ SYSTEM (PERMIT NO,?~,01~ , E. BEUI-AI-I z MAT REQUIRE ENFORC ~ ~ THE CLEAN WATER ~
; ~ IgS,`'s..~~ • ~ ~ _ 11~,dN~ X STING EMENT ACTION BY THE NORTH CAROLINA D ACT AND Vi N OF ENVIROMENT, HEALTH, ANO NATURAL RESOURCES EPARTMENT pp
- s ' ' ~ 0 RCP IRON ~ 1 , - y \ / _ i _ _ 1_ PP PIPE r ,1 - P -~_~,.~`~~J~ ~ ' ~ ~ ~ ~ ~
FOUND ~ 1 ~ , - ~ PPS WEST _ _ W EST BfULAH ROA ~ N
C NTR L ' - ~ ~ ~ - - PP BEULA 0 0 ~ 2 - / ~ ~E - CORNER I ~ -a: ~ _ _ _ _ - - - ~ '1 \ - - _ _ (60 F D S.R, 1432 ~ z Y ( 60' PUBLlC R/ ~ ~
4 r ~ , ~ _ U
~ ~ - ~ ~ / 120 - _ _ -r+~.:. ~ _ y _ 1 48 075 y1 ~ ~ ~f 1 _ _ I ~ - i Z
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~ ~ 1 , ~ , / T~ 7w / r-- ~I 125 rttCP I Z
e ~ ~ ~ L. 1 / U ~ ~ , , ~ , , / ~ ~ hP - -OH _.125!. _ ~ ~ Q _ ~ - - - I -125_ . - I - - - _ - I ~ 2
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~ 6q 184 1 3 9~ I , ~ . , r I r---------- PP 125-..-i -
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~r , I ~ ~ 0 • 1 38 413 Ft.$~.~. ~ ~ ~ I - I 1 ft~ 1 '~1'i s. ~t. - I~I,17q 1 I I I l 2 ~I r :q I r-- ~ I I I ~I 1- I I ~y16 A i j . ~ I 'i\ v 3 ,179 I I I 7 I I ' I I - ~ r ID ' 3bll I O I .I I I _
~ 0 $ ~ ~ ~ ~ , 37 ~ '9.(~ I ~ 1 I 1 4.7~~, Ac. I I 5q, T vI ~ I t I - I !1 LOT 14 tP1 : ' I , A., : i ~ , •~_c, e~, f.. ~ 31, I ' I ® I I / I I I I i I ~ r I PIN~• 0`' 31,158 I - ; II 'J ~ I . _ . I_ ~ . I . , ; ; ~ w A - \
. ~ h~ II P ~ ~ ~ ~ ,p I 1 A I ~ I / I ~ I i~h~,0.71 Ac. I vi ya P.B. 17 PG. 274 A ~ , '9 t , ~ ~ I I , , I I , ~ ~ I N~ 71 I scy ft, i a'I 3 y 141 I I ` I + II _.,i- I I ~ I ' I "f tXISTING ~ d'I ~ ft. I I 31 162 I + + I I ~ I 15 RCP ~ l 71 I NI + V'I ~ 10 i 31 ~ 179 i_ I I + ~ I I 1
~ PIN # 380200544133 I 1 IPhIA~E I r I ' ' I I -1 - ~ eL v .I ~y ~ I I ~ I I ~ ZONE A-I N 6 i 5 / ~ I. ~ i I I , , I 1 I i i I I ~ sq, ft. i ~'I ~ ft. + ~ 31,175 I - i i , 13 I I I coPnigntp. 2oog
. , ~,~3 ~ / ' I' I ~ ~ 1 1 I , I I + i I ~ 1 , 71 sq, ft, I 0' 12 I - I I ~ clue AssoaA~s, P.A. I I l + I I ~ j I I I I ~ Q•71 AG' 1 I ~I 35~ 3 I~ I All Rlghte Re»rrod. Reprod~mtion ur uae
L f l ~ ` ~ t I I 1 J ~RpSla~ Co,~ 1 , . 1 ~ I I I I I ~ + I I I 31,175 i t~ ft, I 1' I or w. aotent or :m. documem, o~ addltbns or delotlone to thl. document, I I II I I 1 j j ~ ]I I SC>., ft. I I ~ I 1' in vmde or h port, withal': wrkten con- I
1 t RI 501. ~I I f25`~, ~ LOT . r I I ~ I \ - I l ~ j I ~ I ~ I I I . I -I I ~ aent of gNLTEK ASSOGAIES, P.A„ le - J ~ I I I I ~ I I - ~ I l I - I- PROW&TED.
® - C~St11RES iz> T3E ,a~r'LT 1 ~ , ~ I~ 5 ~ ~ - y, 1 34, Oq 15CL ft. , - , x 20 ~ , 1 .I ~ I , ~ ~ I I I I 1 I I - L-_____-----~ L___-- ' I I I I I
~ R ` I 0. 8 Acres `i.4 i•• 4 , ~c r ~ I' ~I~ I D ~ 12. ~U I !J T~ ~ rr Y'` J I 'BkSIN ~c I ' ~I - _ ~ , 12 L__ I I ~ I I I I I 5 611 i \ I ' ; ' i~ 64 56' ~ L------- + i I
1 \ I~ ~ \ r----~~-- \ \ ~ I, I ~ I ` \ I v_ 51' q1 L----------- ~ 1 I1
I I ~ 41 I I 1 i r-----_____ 84 I 1
~ ~ . V I .37,551 ,~I \ i I ~ \ q, 1 ' i ~ ~ I r- _ ~ 36 II I 1 I + I 1 r--- 4j J I ~ I I I I I I -
I I I I I I _ ( I i Q I I i~ l + I l I I~ - ~ r--- I ~ I f4
' LOT 71 1 r 1 \ I I ~ I ~ '4 735\ ' 1 ~ 1 , I~• ~ l , l ~ r l I I Q` + ' I I I l 1 1~'" l I I I I I, I w 1 I I I I ~ I I I I I I ~ I LO
31,000 ~ f 1,., ~ PHASE III I ~ \ ' • I sa t. \ ' ~ • I l i ' , ~ ; + I I I I I ~ ,I wmo 1 , ® ~ I I + I
nor ~ 7 ~ ~ 1 P 13 1 ' g ~ . I \ I 2,938 ` ~ \ I' I tt. PjN .8, 17 P 1 6' D TN ` ~ ~ I _ - _ - ` ~ , ~ I I I ' I + I I I I I I I I 1 ~ \ t ~ ~0~ 246 ' I 9 I I 16 i I' i , ~ I I ~ 1 m m I I I I I I I t' ~ O
rY G. , ~ , REA ~ 1, ~Ft , 3842pp 279 _ xi' ` ` _ 1 I 4 1 r------~~----------~ L 3 ` ` I ,1.44 Ac. 0 22! 1 _ NE A-1 7q ~--1---- - 1 \ i 33 29 : eq;ft. ~ ~ ' I \ ' \ \16: I I I ,38,98 I ~ 38,981- ~ I 17 ' I 16 ' + I , ' I b g 0.
t ~ ~ ~ ~ I ~ d.76 afire ~ ti ~ , 1 I O I I + I I \ i. I I y4. ft. 1 sq, ft. I I I I I 15 I I ~ I A I + 0.89 A~. I 0.89 Ac. I~ ~ 9 r 38, 981 I I I I I _ ~ ' c~
_ ~ I I ~ 3 • ~ I _ - Z - - i ~ ' ~ _ ~ ~ ~ SPEGIA ~ Pp~ ~ 1 r--1---- r r I I I - Pl~fi E ~ I ~ ~ ~ ~ ~rA' I + I S ft. ' lf1' s t. I I 38 I I 14 I N 0~ I ~ ~ m ~ N ~ I \ ~ a q,f I- I ~ 1 1 z- ti
9• i. i I I N ~ r l I LOT SE'D+IE , I 11 1\ 1 i ~ , ~ . up ' ° I , ~ ~ 0.8q At. I ~ 0.8q Ac • i 9q, ft. I ~i I ~ I ~ I ~ w # ~`y 0 I I ~ ~ ~ I 9 942 I _ a~ ,..7 I~ I c~` ~ I I I I I I~ ~..~4~ i ~q, ft, ~ I I zn z~ ~
9 • ~ - ~ I \ry I \ I + I I I I I I 1 - Q ~ f\ + U I I , I I , I i I I C W
1.OT _ ' I~r~' ft. I - I I I ' P 1 ~ ~ ' I / 1 ~ ~ -J ~ 1 I i\ I I N I ~NACJ~ ~~I. ~I~-200 I I I i I I '~Sf ~1 V3 I I 0 I I I I I I _ I I ~ i ~ ~ I ry I I I I , I I
Z ?0p53 ~ ~ ~ • A ~ ~ \ ~ 0 2 2 , I I ~ I I I I P I I )C 17V I I - I I I 1~ ~ ,
NE A- 699 ' I---•---' C • -----~I---------, ~ RAIN A A ~ ~ / ~ ~ j ~ ~ RE - ~ N ~ 1 , ~ ~ / I C! 0' \ + I i I ~ I / L ~ISTd I I I ~ - _ !~44N 1 I ~ ~ .N
• / s 22 247, ft. ~ r• 1 -1 ~ I 0.51 acres \ \ i ~ ' ti ~ • b, C10 ~ I~~ I ~ ~ ~ ~E0~1N Z•s ~f' ~ c~43 ~ I ~ ~ ' ~ ~
C 1 ~ I _ ; 30,100 - - - -----------------~._C Z~•j ' t• ~ 7~1 ~ ~ ~ - ~ _ I I LSE ~ 2
_ , ~ r, ~ 1 243 I ~ . ' , ~,h ~ ~ ft. ' ~ v ' ~b "~2--~- 120' bITC}k tk ( R R~ ~ II' r - - 120' ~ ~ i I I I 0 .~Cl,b. • 120' I ~ i .
LOT ~ - C d ~ ~ , ~ . ~ . J / . _ .~C1,6. , - 4 0.69 Ac. ~ ~ ~ i rn ~ ti ~ D IN AREA 2~, • ; ~ 31 ft, , I ~ ~ ~ ~ . ~1 ~ ~ / _ - « . , 120 ; 1 ? 3 ~ ~ G
1 ' SEEDBED PREPARATION NOTES: - b. ~e~ r . ~ , ` ~ - 1, QUENN I , ~I, ~ n~
~ - , . o, ~ v. ' ~ ~ r 'SEW E • ; ~ ~ • ice. M1~' N~ . ~ IT X120 . , Z ~ i t~ 5 I I ~ 20 1 , , ~s'f1~G?Io1J ~y ~ ~
I. SURFACE WATER CONTROL MEASU E - ' I I ~ • • / ~ ' R S TO BE INSTALLED - o Imo, ' / 67 1 ~ S1 • 1 ~ ACCORDING TO PLAN. ~ / •1 z~ ~ a
2, AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD ' ~ - r--~=:Y--~ r------- - ~ 1 " _ 1 , a I , GO / k V t ~ : 6 I I I r ---L-_ - Z -
WITH AVAILABLE TOPSOIL 3 DEEP. r-, r , 201~SEWER I ? I. , ~ ~ , . I,~n_ ~ , , ~ ' r .jSl~ ~ ~ ~ 3. LO05E ROCKS, ROOTS AND OTHER OBSTRUCTIONS SNAIL ~ ~ ~ . _ ~tT a j~ S T. I 1 • ~ . 1 ' ~ j • • r ~ • r
I I I I~ 1F ~ BE REMOVED FROM THE SURFACE 50 THAT THEY WILL ' LOT A I I 1 I ' ~ ! r + ~ I I \ lIl'~) 413
~ ~ ® t~7` NOT INTERFERE WITH THEE I , 2 31,995 ti I , I , r STABLISHMENT AND MAINTENANCE 1 999 xi. t. ~ ~ , , ~ , 30,999 I I 1 i sq, ft. ~ , ~~~i , i ~ ~1 OF VEGETATION, SURFACE FOR FINAL SEEDBED ~ , 4 , , , I I I I I I~ I ; ; I ' / i ~l 8 SJ'X25 t t1~~ I + , A i I I , , , ~ , I 1 ~ ITT ~ . -
REPARATION, AT FINISHED GRADES SHOWN SHALL BE ~ , ~i , , , 1 ~ / r , - , I ~ , i I ~ I I I 1 r I I ~ I l i I' • I I I I I 96 I I I I '~j 1' I' I V !gj(ntOF~ S~ XZl
REASONABLY SMOOTH AND UNIFORM. ' ~ ' 1 ~ 'r ~ ~ 1' , I Q ~ ~ ' _..y.-----~- i ~ I 31 000 1- : I I rti~ 1. J , A I 1 _ ~ , , 3~ I 0' 76 20 4. F NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO ~___~t ~ + i ' ft, i 1 ~ ~^0 : 4 V ' + ' I + I ~ ' ' I I 11 'L I ~ I I I I I 0 © I I I I I 1r 1.
xL J ~ ~ ~ s eft. •rn BE ACCORDING TO SEEDING SPECIFICA I VE. •~•1' 1 ~ d ~ ~ a' 1 TONS ABO • , ~ , 1 ~e "r 8 f . ' i 4? r ' 1.75 Ac. i - I I ~ I ® I ~ I Ib S ail ~ I, I I ~ I I I I U t. 4~` 269 I 4 4~9 I I I ~ I 7 I r I I I ' I I 1' ~
N ADDITION PRO I ~ V DE 15 LBS./ 1000 S.F, OF SUPER- q , 2 T , , CLt~'_~ ~ , 0 w , _ - 'C i ~ - , , ~ I HOSPHATE. I 1 ' FF ~ ~ , w ~ , r ~i. I I i I sq,~ft. ft. ~I I 42,673 I ~ IS 6 l _ I A! X80 l I I , i 1 ;f~14:,I ~ xl. \ ~I aft. sq, ft, + I I _ + 40,111 I I ~q I 1~.. + ' I A .I m + >nl I Ft. I a-I . ©i I r
5, IF A SOIL TEST IS TAKEN PROVIDE AND 1 I ~ D- GZ Z 4 b FERTILIZER , ~ < ~ ~ I I I-`` I .I ~ + ml I I I (I'A Sq, ft. 1 ~ : ~.r I •I\ I \ I I I I 0•q4 Ac, I I I N , b I I I ~ I ~ I I I I ml I I 39, 071 I ' i I
I LOT '1 -N I ~ ~ ~ ~.5. ~~'1 b ~ ~ ~ LIME ACCORDING TO SOIL TEST REPORT. ~ - , ~ ~ - . y , I 1 1 9 ~ 3 , n , a \ , 7 I I A ~i , A I .i i , ~ , I I sq, ft. i~' ~ 1
6, FERTILIZER AND LIME SHALL BE APPLIED UNIFORMLY 30,9°17 ac; ft~ , ? ~ , ~ 8 , ,Q a I ~ - 1 0.71 Acr,a ~ • 1 . , , 134 _ - ~ 1 _ ~ i , 4 P A 1 AND MIXED WITH THE-SOIL DURING SEEDBED PREPARATION. , qq _ - - ~ ` Cj~ I~ I + I I I I I I I 1 I Q~Q~ I I A L I ~ ~ I ~ A I t f, I+ I~ ~ I I I I ~ fry~J
7. ADDITIONAL EROSION CONTROL MEASURES MAY BE ; ~ ROAD 1 r` ~ I , 1~ ~ I I I\ v + ~ I I V I I ~
REQUIRED DEPENDIN 1 EN~~A r-.:-" ' ~ I G ON FIELD CONDITIONS. ~ ~ , „ u~ 8. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN 50 PUB ~ ~ ~ps ~ I 1 , l i. , I 1 i I , , ~ , I I I ti 1 I I I I I I I I ~ I
PAD WITHIN TWO DAYS AFTER MULCH IS SPREAD. • I ; 1 I I I. + j I I I I II ! I I I I I I I I I I \ I I I I I I I I I
_ ~ 134 (tCl f~ / ~ ~ Cfvt~•~ 1 $ ' I M 1 L --_-lLC____-_ I , Q r I I I I I ________J ~___________J ~________-__J 48
I ~p ; La-10 X70 ~ 7 i 1 Kpp I I s2 2 I 1 ~ ~ ~ 1 PP I ~
~N I - , 1 1~ ~ ~ BUGGY ~ \ FRANK L, ~ DORTHY S. WINGO ~ 1 , I I •5~~ 1 AX E ~ 1 n ~ 1 1 120' i' I I I ' 1 1 ~ ~ \ 81 710 W T OAL 41 36 30. 32 ~
I# 7 ~ I ~Sf~~ 1 I P N 3802005332 9 ~ , 2d SEWER ~ ~ , , 4 , 1 1 I , ~ FUND z ~ 1 BUGGY z z ,~j ~ ~ . ~ _ \ ERR IRON AXLE p~ c
D.B. 1285 PG. 660 n~. ' ESMT. I ~ 1 ' I ~ ' I I . 1 ~ ' 1 1 I~ I t 1 ql O s ft. 1' I ~9 ~ ~ ~ 1 ~ ' pl 1 \ 171 I PE U U
ZONE A-I ~ 1 LOT bb i 1 1 I~ i 11 1 1 1 , a ,1 1 i 11 ~ 4 1 a ft. i I A• 1 1 41 I 1 / 1 »a 1 ~ 1 ~ I FOUN FOUND I 1 ~ < I >A ~ -
1 1 1 , I , - ~ ;39,gg2 sq, ft.,o 1140,462 sq,--ft: d TAR/ I~ N _ --~i> PA I ~ I Q I E G JOYI~ER I ~ \ ~ BOBBY G. MOORS z ' ~ ~ Q PIN # 00721494 I I ' ~ z N h r,
1 r I Q,,~~j-~, ~ ~ 1 li = ~-0~92~Acres I P BUFFER ~ 1 .1- B WILL I-7 -3 TABLE m d SIN # 380200728829 ~ ~ z ~ 4 , 01 ~w LOT i ~ z z z
1 1 ~ I ~ ~ _ ~v ~ ~ ~ 1 I .I ZONE A-I CURVE LENGT1aRADIUS CHORD HEARING - wi u + w ~w ~w ~,8. 27 PG. 284 N z I , N r z
1, ~ ~ 4 1 1, I . I ~ GI 43.42 30.00 39.73 8'b,4'42"W OC ~ , ~ ~ ~ ~ z ~ ~ ~rti G
1 0~~ 1 1 I 1 4 I ~ 11 1 I , 1 1 I ~ ~ ~ + 1 h1 1 I i : 1 I I , ~ Ne M11'~,N h E2~C N C2 41.34 30.00 38.14 •F 1 " N a to ~ ~ w a e r•~,N 1C N hInE2 GR.Er ? ~f5 0 _ ~ c SO ~ ~0~lY (ab+~l• WK. C3 45.75 30.00 41,45 N51'34'3 "E Q ~ U z U z U 7
- 1 I I G+~ ~ ~ 1 ~ ~ 0 u 1 ~~t Iu G C9 51.05 285.00 50.98 'F; 1 " Q , . 0 t l u ~ 572.918E Om N Qz 0~' ^v
CONS U I c~E nl~ ~ /JoRTH Amy TR CT ON SEQUENCE• , L_ ~ _ No R? H M1 ~ CAN 6T? EEC( sG 7J CStrv u'~ I 1 " ~ z LJ I G 0 53.08 285.00 53.00 i1 17 ~ 0. SOIL REPORT ATTATCHED WITH PLAN ~ wz w ~ w~ U
TAN GRADING PERMIT FROM THE NCDENR +.-j . - ~ ~ - ~ ~p ~ - ~ rr~eeboard I II 1 " o ~ z ~ ~ C 31,55 35.00 30,49 531 X155 E w_ SOIL TYPES NUMBERED A5 SHOWN WITH , -z ~z i~z n Freeboard ~o Ci2 71,81 50.00 65.79 N •.1' " J # I BEING THE BEST AND # 4 LEA >>Q ?d >
LAND QUALITY SECTION, ~ - i 1 ~ 2. SET UP PRE-CONSTRUCTION CONFERENCE ON-SITE WITH HE ~ - J .~:1•-~~ -=-1• ~ I'` ' ~ ~ ' T / ~ i, 46 I I6 W W ~ 5T > W ~ ~ ~ w "3 ' v. ~ 1 " I a~ CI3 65,26 50,00 60.72 S54'J 6 49 W DES RABLE FOR SEPTIC SYSTEMS. ~ (Y 4. ~ ~ ~ A ,
EROSION CONTROL INSPECTOR TELEPHONE qlq-571-4700 ~ ~ Q ~ ~1 t A r1 C14 100.64 50,00 84,49 540•!d'25"E 3
TO DISCUSS EROSION CONTROL MEASURES. n0 / / ~ . _ ~ / 3. INSTALL STONE CONSTRUCTION ENTRANCE, SILT DIVERSION 1 / CI5 19,01 25,00 18.56 N7b'(!9'14"W
DITCHES AND SEDIMENT BASINS. CLEAR ONLY AS NECESSARY ~ CIb 120,68 335.00 120.03 564'91'21"E GENERAL NOTES:
I ~W TO CONSTRUCT THESE MEASURES, 1, .(r ~ t-~3.~ • I ~ per„ n~, 4. CALL 919-571 4700 FOR AN ON SITE INSPECTION BY EROSION t• 5 ~s ~ ~ i ~ ~\trt> I , " I, TOTAL NUMBER OF PROPOS ¦ G 9 bi,23 300,00 61,12 ~ C4 46 W ED LOTS 74 i 1n " SPECIAL PURPOSE LOTS = 4
~ o l c"T~ ~ CONTROL INSPECTOR. WHEN APPROVED BEGIN CLEARING AND "I1tEE'S I S~I71~M ~ , ~Ep~ t~tZ G20 22.03 350,00 22.02 512'^7 ,.3 W I ~h~ C21 49.40 350,00 49.36 506`.6'35"W PROPOSED BUILDING LOTS = 70 °
GRUBBING OF THE SI l~~ TE. ~ l~ ~ 51~ ~ 1 l 5, MAINTAIN EROSION CONTROL DEVICES AS NEEDED. I r ~ ~ " '~L}'' as ' f"t~,+,~ C22 47,12 30,00 42.43 S4 'nb 02 E 2. CURRENT ZONING A-I ~ ~ -
6. STABI ~ U(~ bITG~t 3 LIZE THE 517 A I E S AREAS ARE BROUGHT TD F NAL GRADE. N ~ ~ ~ 1"0 1.1 N~ V~ IT~I DST 3 , ~ ~ C23 47,12 30.00 42,43 547 ,3'58"W 2, MINIMUM L t. OT SIZE 30,000 SQ. FT. ~
7, ALL EROSION CONTROL E ST UC s,a I l'~'D rO(S , M ASURES SHALL BE CON R TED IN s~ >r,~lm ~ -i'Qp ~ ~N ?~g21C,efJ ~ ~i l ~ 7 C24 21,03 25.00 20.41 Nb8'i)8'17"E SETBACKS: o#~M ~ ~ f r,+,
ACCO A ~ RD NCE WITH THE NC EROSION AND SEDIMENT CONTROL •~(prc (Z$ X 3 Sp' Ili ,/NIAIUII) ~ 0 PLANNING AND DESIGN MANUALS US DEPT. OF AGRICULTURE _ 1 ~ '~7~~',~,,,uyyyMyL b~ ~ ~ ~~Nts ~ c25 49.50 50.00 47,5o s7 •a'19"w FRONr 50 bl1- Ca A _,f.
1 I I i V 1 t ~~I~ ,br+t~ ~~I~u I~;,r ; ~ W 11 C26 71,09 50.00 65,25 1 " RE R 30 p AbM~ii~•I GpN-~~ N38;Y000 W SIDE 151 yw ~,z, r.'~
MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES ~ ~r ' ~ Ip RUt't aeon 'a toe or o~u I ! ~.II~~ W11~ N ~ 1 G27 75.80 50,00 68.75 N4 1 " I 9Sv . _ c 5.946E SIDE CORNER 25 •f , ~ ~ 'AID- . ~ ~ +N~~rI~+~Po~bt+t ~~c I~
TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN cuss s aro~ow COrlTRUI S,osE , ~ REIAOVC SEOMI.M AT Z' D[PiH CONTACT WITH THE EROSION CONTROL INSPECTOR , 27,55 35.00 26.84 N65 3 04 W WITH NCDOT AND HASH COUNTY SUBt~i'VIS10N
SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT C30 47,12 30.00 42.43 539'46' 4"E ORDINANCE STANDARDS, ~ C31 21,03 25,00 20.41 N71'I)7155"E 4. OWNER/DEVELOPERI
APPROPRIATE STAGES OF CONSTRUCTION. ~ ~ i-,' ~ I 1 ,,Q~e 5 i j ~a ~ d 1---I C 5 B EROSION COMROL 110NE J~- /V Y U6 f( IQ'fWA ir.w F0.TER FABRIC ~Qek 1~~''LS < p < Qo~-w Drawn b . ~1e 5 r~~ ac EASTERN L A 1" C32 55.82 50.00 ~ 1 " OG 5 LES Y 52.97 S7q 0112 W P.O. BOX 7723 TH
Q~ E~a~~ yo~~ C33 b4,77 50,00 60.34 N31'E•3'07"W ROCKY MOUNT N.C. 27804
e t,a s . 2tP a,~p A.. Q( E Please add the . s ~ ~ 0 , followrn¢ statement to the construction sequence• `Provisions for oerinatlrnt ' ~ c~ r~RS ~ u C34 62.70 50.00 58.67 N41 08'57"E J@k~tY PHONE 25 - - a Approved bY, ~ 2443 4040
and covet must beaccom l~shedonex sedslo swithin ISwo days r CI'OSS SQCti011 ~ ; ~ {{T ~,,,)pld,~ 0 30 calendar ry ~ : r .le. da s whichever is shorter; within 15 workin da or 60 calendar da whichever is shorter in ''°D` '"0R' ~~Q ~ C35 55.20 50,00 52.44 571'18'04"E ,~f-1y0r'lBgNy TH ~~~~yM.asLINEAR FEET OF ROADWAY PROPOSED C36 27,55 35.00 26,84 N62'131 5"W N3a =JACQUELINE DRIVE ¦ 1024,27 L.F,
sensitive watersheds and m remainin areas within 15 workin da or calendar So' luP-XZ~' APRON DIM { NSIONS
whichever is shorter, Disturbed azeas left inactive between an base of shall be ~ ;NSIONS C37 47,12 30,00 42.43 s5o'13'36"W =HARVEST DRIVE ¦ 2 605.27 L,F. Date: SOOZ 8 ~ , C38 47,46 30.00 42,66 Sq0 05' 6"E d35 ¦SENEGA ROAD ¦ 427,26 L.F, 7-01-2005
tem seeded within 15 workin da or 30 calendar da whichever is sho \ / rter ~ \ ~ / C39 40.75 35,00 38,49 N61'14'II"E ¦SAVANNAH COURT - 545.03 L,F.
~ ~ STRUCTURE NO. V ZONE • \ ransruaeEO soli o LENGTH WIDTH DEPTH Job name: C40 59.95 51,00 56,55 Sbi"33'14"W I DEPTH COMMENTS C41 159,25 51,00 102.00 N T A WOMBLEBOUN2,DWG
~ / ~ 2x 044057E OPOGR PHIC INFORMATION BASED ON FIELD I G42 47,21 30.00 42.49 S4q•34'41"W LOCATIONS DATUM SCALED FROM USGS
~ FIiER FABRK' ~ ~C~?:~ '~.SL~ ( I ~ ~ 2 ~ (o 2 1.5' ~ l'~ Gl.pSS 1 lZIP Rap C43 27,55 35,04 26,84 ~ " TOPO SHEET REDOAK 518 3915 E
M ~ I ~ ct~Lv~w'~z IS ~ 4.1 ~ 1 0_ I I PEAK FLOW NOTE FOR NA_~ COUNTY: ~ Y S ~ C44 25,09 50,00 24.83 6'49'45"W Scale:
SHEET, ' Gt,65S ~I!' f~t-P II C45 92.81 50,00 80.05 N40°43'13"E 1 =100 ~H~
THIS SITE IS EXEMPT FROM PEAK F ATTENUATION N ~cJI.UCfLT~3 ~ 1 ' I LOW U DER UDO 12. tone S°c'',io;~ IS 1 ~O S 3.3.2.B,V. AS FOLLOWS: OVERALL IMPERVIOUS SURFACE 12.6 At./ TOTAL TRACT 5 Gl,,d,~ ~I Cob gi,78 50.00 79.43 500'30'08"E 7, TAX ID NUMBER 380200743191 P ~ C47 21.03 25.00 20 d1 u~~•ralec"c _ . _ - \V~
. _ _ . _ _ _ I I
A(.KDi-4/ A(,Ktb c bb, 14-IU CALCULATEU ANU UTILIZES THE PERVIOUS PORTIONS GULV 4 Z 5, D 42 `ir! i tl It 5UUTNERN TOPO SCALED FROM U.S.G.S. TOPO
F T PE SITE TO MAINTAIN AND CONTROL STORMWATER RUNOFF. 8. ALL CORNER LOTS TO ACCESS INTERIOR ROADS.
DAM DETAIL Wwj~nr~ ROCK 5 ¢ S,So ~ 2 12 ~ I q q. A FULL I Sheet No. SO L REPORT AND SITE REPORT WILL
NOT TO SCALE BE PREPARED FOR THIS SITE.
i ~
of 2-

~ LEGEND 155 • IRON STAKE 5ET v,,v.,w WOOD LINE
EIS • EXISTING IRON STAKE N
PK5 ? PK NAIL SET PROPOSED RIGHT OF WAY EPK ®EXISTING PK NAIL O
PP ~ POWER POLE EXISTING RIGHT OF WAY O
R/W RIGHT OF WAY RR5 • RAILROAD SPIKE SET PROPOSED EDGE OF PAVEMENT ~ I
ERR c EX.RAILROAD SPIKE S.R. 1437 rn 00 r
NLS ? NAIL SET EXISTING EDGE OF PAVEMENT ONE OVERHEAD ELECTRIC ~n q m
GP >a COMPUTED POINT -$,Cb(`, BUILDING SETBACK LINE m ~ p ~ N
MOH, o GRID MONUMENT WZ C ~
CMP CORRUGATED METAL PIPE CC - - - DRAINAGE FEATURE ~Z SITE ~ y Q~
PED ®PHONE PEDISTAL P SOIL DELINEATION LINE ~ ~ ~
v
/ SUBDIVISION BEU~.AN ~ E. ~
P ` \ Ig5`"'l...~ ~ ` ENTRANCE SIGN EX~ STING IRON , ~ ~ / EASEMENT. 30 RCP PP ~ N ^ ~ ~ F- ~
PIPE + _ _ r~"; --._.___,---~R._~_- W ~
PP WEST BEULAI FOUND i ~P i PP CONTROL 2 _ - ~ - ~ _ _ ~ ~ . - _ - WE ~ I~ ~ W h ST BEULAH ROAD S.R. 14 W T ~C W N 32 ~ rY
CORNER ~ T G ~ _ _ _ _1 ` (60' PUBLIC R/W ~ p~ F-
_ YP. ~ - ~ ~ ~ a
'i 48 075 • -_-..i_ ~ 120' _ - - - - S i ~ _ - _ \ ` - - - - ~ / 125 , _7b0~711 E
sq, ft. , rr--___ _ _ \ 125 U25' _ TAR/PAM L10 Ac. ~ r - ( ( I - - _ _ \ s NG _ u~ _ 18" RCP ' P"I = Q W
IM - - --a----__ ~ ; - - BUFFER PACT ' - 1 _..125 -OBE -.125!. _ --.•.T-_ I cl ~ O
I • i I I~ ~ ' ~ I I r 125_ ~ 2
wF ~ \ 3 _ ~LQ + _ 2-36" bg184 + , 43 q73 i I , ' A I + + II i r I r---______--~ ~ ..TIC..
RGP - I O \ , I ~ ft. r s ft. , Q 1 I I ' . j351_. . Z _ /
UY ~ I , sG' I W I I I I , I 5 I I I I I I I ~ + + LOT I I ~ 1 a I 1.00 Ac. , , 55611 + 31,17q I I I I ® , I ® I + + ~ I I , ' ft. \ 31 17q + + + , I~ I I I I I r ~ r--- I I Q
rl I 38,413 sq, ft. I I r-_ 4 I I N 1 I` I 31~17q I I I i + a I I 1.27 Ac. I I I , N sW ft. I ~ ft. i 0'' 31 I~ ~ ~a I I I I ® I I I I r + ~ I 1 r--------___ I
~ LOT 14 + ' i ~A I I ~ + ~ i i + 0.71 Ac. I N,I 5fL I ~1+ 1 I- 31158 I + ' I q I I~. I I ' ~ I i I PIN~~~ ' ft. I 311141 I _ I , 'r I I I I I EXISTING I~ ~ , I I , II I ~ I u
P.B. 17 P .274 I i i ~ 9 , IA. I I I/ , , I I 0.71 Ac. I NI ~ G ~ • + + ~ ~ ~ I V + + I I , • I I + N PIN # 380200544133 - I I ~ ~ ~ . I (`PHASE I r I I , ' I + I I I ~ 5q, ft. I 6i 31,162 I- I I I ~ ~ I I~ ~ 15 RCP I I A I ~ 70• I Ac. i~ gW ft. 16 i 31~ 174 r I i I I I i I I
~ ZONE A-I , . FI' , m; ~ I I , , , , ~ I I I I I N I sq, ft. 1 6+ 3,~ 1- I 13 I I c•cxkht Zoos I + I I I , 70• I Ac• i ~ , sq, ft. I 6'i 12 I - I i gNL7EK Assocuhs, P.A.
I i i I ( + I I + 1 i N ~ 0'i 35, 623 I I I All Righta Reaervad. Reproduction ar use I I I i , I ~ I r , r i 31" 175 I ~ 9(Ir ft. I I I I of the content of this dxument, ar
I t i j P~-IASE I j I I j i j i t n~'' ~A^' I I Y+~-~+ I ryI C' In dwhds ar Ind ationwRhout wrlent_ I I 1 + I I j j ' j I ~L..LS~ I I j! r sent of gVa.1FK ASSOCIATES, P.A is
~ + ~ - ~~\JI + 3 ' I I 125+ \ --`-J L------ _ LOT ~ I r, ~ I + I 125' L"---------J r I I I I ! I f I
i 34~Og1 sq, ft. r ~ •C' I ~ i ' I 125' II I I ~~~4fr ~ ` III _ 12F 0.78 Acres - I L I I I I I I I I I I I 125 `-J L------ I I I I I I 1 ~I I 61' 64' ~1 t -----J i ' i I I
- 69 51' 74' 1 ----------J r_________ I I ,y~, 0 ~ 7q' q r ~ ~ I I , ti~ e~
' + ~ ~1 ~ I \ + I - + 37 551 \•v. \ ' I , + I 1 " , ~
I , ~ ~ ~ I r----------~ I ~F''~, 4
+ , I , I I ~ r----____ I ~ F- 11 I ; I I I I I I I I , , + I IU
+ LOT 71 I ' ; 'I ~ ~ I l-Q ~ , \ \ 4q, 735 ~ I, 1 ` , I t I \ \ ~ 1 ~9 I 1Q1 ~ , + + 31 000 ft. I ~ I I \ , ~ ~ r • N I , ~ sa ft. ~ 1 , ~L _ I I I , i , f I , 1 " 1 I ~ I II I ~9yr~ ~
1 PHASE III__, , , I 11 A 13 ~ 70. I Acres i g , ~ \ ~ I 62,838 \ \ I ~ ~ , ~r~ ~ , , 1 , + I ® I I I I I I I I r ' I + I I • wtQp 1 i 50 246 ' ~ i i ~ ~ I I ~ ~ ~ I i II I I j t , I I ~ I I 8 , , + I I I ~
P1N # 7 PG. II , ~ N LOT 7.+~A ~ I,\ ~ sa ft. \ \ , I I I + I I 1 \ i sq, ft. I t 38 481 i i 38 481 i I ~ + I I I I I i i I ~ O
3ap20Dq 27q --23~ ~ ~ Z01~ 2217 ~I ~ `i \ ~~DR AREAS I \ I \ \ \ _ E A-1 q + ; -X15--- ~ , 1~I5 Ac• I- + I ~ I I I 16 I 1 I I i I I 0 I I _ 1 I sq„ ft, I - !q, ft. I I + i + I 15 I 1 i I p I I , ~ I I
, , , - 32 i ~ • \ h - ~ I . ~ ~ I _ ® + , X72,64. 7 sQ.f•~~ , I h. i I ml I ~8&. I jell 98,981 I_ I 38/1 ~ 1 I I I I I 0 ~ ~ I ~ I I ft11 I ry btlr ft. 1 9q, ft. 1 381448 ~ I 14 I N I ~ a dl ~4 N
- r ` + I 30,100 I ~ 73- \ 3.qb es . \ ' I •h• I I I 9 + ~ ~ + \t t I I i ~ I I A11 I 1 ff I I I Z- h`I n I w . I\ II I I I ~ i I i ml + SQr I ur 39,342 I _ # ry0
9 1 ~ I ~ r ~ I sq, ft. t , LOT ~Q2-A PEGIA PU , . \ • ~ , E ' ' \ LOT ' + , `LOT F SEW - Z ~ % \ ' i i , f ' 1 i I i , I I' ~ xlr ft. I I I z Z Gl ~
CO + 30 Ag61• ft. v ~ ,EASE T ~ / ~ . w X10 ~ ~ I I• I i I I ' I , I I I I O.~iO Ac. I I w 0. I~ >f~NASE I i I I I I q~ I I I I f l r I I I II I ~ iJ
38p20~ ~4 I • ~I D - LOT 41- I' ~ - 1 1 I I r 1 I I I I I , ~ I I ~ r I ~ ~ I
`~--------J I i ' ' I I ~ ~ I I I I I I i t_-----__- ' I I I I I "C
~ 111 `SOj I I ~ ~ , . , ~ ~ w (7 L___ I I I 1 lT~} ~ I I I _ !
s W , _ - ~i \C I , A ~ LOT 65-A I \ I ~ ~~O • I Cq ~ 7 ' L-----------~ I N ~ i ( I 0 4 120'
r I i t ` ~J - - ~ ' I _ ~ ' 30,100 I - ' ' ` ~ ~ 120' I Q , 1
' LOT li N < p li ~ I i i \ \ \ ~ti • \ • r , C!6 + ® 9 , \ 0.69 Ac. I , , ~ r / • p6 120 _ 120' + '
' 31 000 ft. I - m I I J 43- \ • / / ~ / 71 ~ ~ ~ LOT 66-A \ \ ~ ; - OT 67 I , Z , ~ ® 7 I ~
, , I I - , d 1q , ` , i \ l02 . 1 - ~
- ' 2 ' ~ 20' SEWER ' ' \ ~ 67,035 u ~ , I + 156' 6T ~ ~i •.'iW SW ft. \il /i' 'D ~ 130 ~ 135 55 ~ 3 it lil I \ ~ - ~ 120' ~ Q ~ • r-~
I ~ ~ !r I I I 521
242 r I 1 , ATI V r--------- +I r 20 SEWER I + , i I i \ .i ~ ~ f V ~ ~ . " ~.ISfpN II I I n , MT. I I ~ I I I ~6, + ~ ~ I . ro A I A I rr 11
\ I LOT A I, I ~ i I I I I ~ rl rr I I I i ~ i I I i i , i i ~ (..SUBDIVISION- F I \ i l l I r , N
® 1 t ~ I ® rr 2 2 31 qq5 , ~ ~ , 30,ggq sq, ft. + ~ I , I p~ I , ( ~ rr I ; , ' r I , , , , ' + EMTRI4NCE SIGN II r \ I I 1 I I I I I I i I I , I \ i i i i i I I 1 i , I I EASEMENT. rn ~
I I, 30, qqq , I sW ft. 'i9 I ~ , I ~V r r r I A, + 0.71 Acres + i i sq, ft. i • ,...p~q p~ I - I ' ti~ 1 ~ it ii r ~ I I ~ I ^y
I\ I I A I I i 'r 1~--------- I rr I I + - _ ' I 31 000 I I + I I ~ " 76 620 + + r + I I I ' + 1 1 I I I I I I 1 o + ® ~I 1 I I
r ' + r ® t ® ' I I r l I 1 1 ® I I I 1 1 1 44, 264 I _ 43 469 ~ ' ' ' + I I I 1 I I ® I I ~ I , 1 i 42"673 i_ 41,876 , 41000 r i i , 1 .1 I I
I ' ' , I I II I ' ~ 3 527 I li ii I 4 1 , ~r I ~ ~9r , ~r ft. , aq, ft. + I _ 40i III 1 _ I I I
~ ~ 2 r I ' --J I w„ „ 4 ~1 i I ',~_44 Ae. ~I 1 QA6 Ac. I ~Ar f>;• ~ ' ~q, ft. ' ~I I I I I .i ~ I I , O.Q7 At• , I I 0.4{ AG t , rtM I I I r { + I 1 i 1 t 0~ ~ I Rll 34/071 I I
I ~ ~ ' \ ' I p 1 1 ?6 \ ~ ' ~ ~ r'1 r'41 I I ~ LOT 11 19 ~ I / ~ + ' P.S-D:.- - 1 r r r ) I + I I r ~ I ( I I r r r r , I I I
_ + ` 71 ~ • ' 1 •i ~ _ _ r; ; PHASE I I ; i 11 I I I I I I I I I I I I '~r 1 1 . I I , I I+ I I I 1 I I I + ~.8q AG. I ~ I I f I I I , I I I
I ~ - , - I I I II I ~ I I I I I I I I I I I 3 1 II I 'I ~ I I I i r I C I
' - I`. ~I' gE1'IEGA RO ! II ilrr rrp I t . 4 - ~ I I~ ~ I 1 I I r i i I + I , .I I + I I I I ' I I I r I ; i I I I
~ 2 r ' + ' I + i IA ' ~ + r I 1 I , I I I 1 ' I + 1 I I I I I i~\ i I i i i, I I I
r + i - i ' r-- I I M'~ ~ ' I I r 1 I I I I i I 1 r l I .______J L___1_______1 L___________1 1 I I 1 I I I I I I" ~-----------J L___-__-____J L-------____J I
+ II i r------ 20 SEWER _ ? % I ' • / ' I I ~ I 20' SEWER i _ _ I \ ~ ~ PP:I I 1 ,
IJ I , lax7a ESMT,_------~ r 272 ' ESMT I 19 I I r - . I ' r . 1 BUGGY I n 120' I ' ~ 30' 30' 132' ~ ~g z 11710 W T 1129,41 I-
FRANK L 6 TNY S. WIN 0 i ' " 'J r""-~ - I ' + I ' i • • ~ • DOR G I I II , , ~ , I ~ , , • AXLE PIN # 38020053327q , I , I + I I I I ® + FOUND - ERR IRON BUGGY p~ z z
D.B. 1285 P .660 I i ' i i i i 'i I i ql 460 s ft. G I - - ' I PIP 1 AXLE U I I I E. FOUND V
A-I I , II i I I , , i I 1 a '1 ZONE I LOT K ' I ~ , I . + I I 2.Oq Acres I, I FOUND
61,g8S sq, ft. ~I 1 I 1 I II 41 I i , \ 1.42 Acres I I ~ I I' 3q qq2 ft. ~ 40 462 ft.'~ i TAR/ ' tJ PATTIE I 4. JO'YNER I I BOBBY G. MOORE Q Q Q . PIN ~ 300200721444 I PIN # 380200724829 z N ztn z N
X7,380 sq, ft I r ~L 1 ~ 1 1 0 ' , + , + O.ql Acres = , O.q2 Acres ~ i PAM BUFFER ~ I • .1 BY WILL I-7 -32 TABLE ~I ~ LO 1 ~ ~ I'
, I , 0.85 Awes i , I i I li ~ - I I I~ 1 + I 1 1 IN + + + I I + I I. ZONE A-I CURVE US CHORD BEAR( 1 T ~ z z ~ ~ W.B. 27 PG. t w w
. I I I I I 4 Cl 43.42 30.00 3973 + n • 3 ~ N z I z I z 4 W OC ~ ~ cv~
I, ~ ~ ~ II 4 I I I~ I I C2 41 30.00 14 t " ' a 3s N to ~ ~ s ~p C3 45.75 30.00 41.46 ' "E Q V z u zU
I , 1 + G9 51.05 285.00 50.48 ' " q~ 0 ~ 0 1 E Om ~ ~
5EE EE t7 CIO 53.08 285.00 53.00 'M ~ 501 L R c Q Z A z p z EPORT ATTATCHED WITH PLAN w - w - w -
SHEET 2 PLEASE SFFE SPIFFY L_-__- ~ I 101' SHEET 2 GII 31.55 35.00 30.44 1'21'SS~E lu_ SOIL TYPES NUMBERED AS SHOWN WITH ~ N Z N z ~ Z
I OF 2 12°1 G12 71.81 50.00 65.74 N46'41'K'W ~ # I BEING THE BEST AND # 4 LEAST N W ~i 60.72 554'46 DESIRABLE FOR SEPTIC SYSTEMS. ~ tY0. (Y p. 0.+Q
CI4 100.6+1 50.00 84.49 ~
CI5 Iq,01 25,00 18,56 N76'09'14'W
cl6 I 20.03 S64.4t E orESt
CI9 61. 61.12 508'04' I. TOTAL NUMBER OF PROPOSED LOTS = 74 4i
LINE TABLE NUMBE DIRECTION DISTANCE C20 22.03 360.00 22.02 512'07'23 SPECIAL PURPOSE LOTS = 4 C21 44.40 360.00 49.36 ~ PROPOSED BUILDING LOTS = 70 '16'95 W
5 501'34'55"E 206.7q C22 47.12 30.00 42.43 E 2. CURRENT ZONING A-1
i 583'O6'40!'E 17.06 C23 47.12 90.00 42.43 "W 2. MINIMUM LOT I S ZE = 301000 SQ. FT.
I N78'Oq'05"W 3q.70 C24 21.03 25.00 20,41 h7"E SETBACKS:
2 N87°44'17"E 7q,g4 C25 44.50 50.00 47.50 Iqn FRONT 50' ~ „W REAR 30' ; G26 71.04 50,00 65.25 00 W SIDE 15' ~w=
3 NOq'20'15'IE 18.26 4 574'21'36"f 30.10 _PEAK FLOW NOTE FOR HASH COUNTY: C27 75.80 50A0 68.75 '46" I '
5 S85'3T35"E 66.08 THIS SITE IS IXEMPT FROM PEAK FLOW AT ENUATION UNDER UDO I S DE CORNER 25 C28 42.10 50.00 40.86 '15"E 3. ALL CONSTRUCTION TO BE IN ACCORDANCE
T 2. 6 NI2°22'58"E 6q.3q 3.3.2.B.V, AS FOLLOWS: OVERALL IMPERVIOUS SURFACE 12.6 Ac./ TOTAL TRACT C29 27.55 96.00 26.84 '04"W WITH NGDOT AND NASI-I COUNTY SUBDIVISION
b N78'Oq'05"W 34.70 ACRE 8q.47 ACRES < 15;f;, 14.10 CALCULATED AND UTILIZES THE PERVIOUS PORTIONS C30 47.12 30.00 42.43 '2411 ORDINANCE STANDARDS. C31 21.03 25.00 20.41 'S5"E 4. OWNER/DEVELOPER:
7 NII'53'58"E 71.02 OF THE SITE TO MAINTAIN AND CONTROL STORMWATER RUNOFF. 7 N78'Oq'05"W 24.70 C32 55.82 50.00 i a EASTERN LOG SALES Drawn by. 52.47 112 P,O. BOX 7723 TH
8 NOq'20' 15"E 38.02 C33 64.77 50.00 60.34 '07'IW ROCKY MOUNT N.C, 27804
8 N78'Oq'05~W 2q.70 C34 62.70 50.00 58.67 'S7"E ' Approved b . PHONE [phone] Y
q NI6'I6'14"E 4q.23 C35 55.20 50.00 52.44 71' '04"E 5, LINEAR FEET OF ROADWA TM
q N78'Oq'05"W Iq.70 10 562'32'21'E .103.34 G36 27.55 35.00 26.84 Y PROPOSED '25"W =JACQUELINE DRIVE = 1,024.27 L.F. C37 47.12 30.00 42.E '36'~ ' =HARVEST DRIVE = 2605.27 L,F. Dote:
10 N78'Oq'05"W 14.70 C38 47.46 30.00 42.16 ' 6"E =SENEGA ROAD = 427.26 L.F. 8-3-2005
it N88'21'24"W 88.85 G39 40.75 35.04 38.49 I'14'II"E =SAVANNAH COURT =545.03 L.F,
12 N68'05'46"E 27.05 coo 59.45 51.00 56.55 1 '14"W Job name:
13 Nib°07'46"E 71.Oq C41 154.25 51.00 102,00 '57"E 6. TOPOGRAPHIC INFORMATION BASED ON FIELD WOMBLEBOUN2.DWG
14 N76'10'S1"W 80,54 15 580'26'10°-E 83.07 G42 47.21 30.00 42.44 41nW LOCATIONS DATUM SCALED FROM USGS C43 27.55 35.00 26.84 15"E TOPO SHEET REDOAK
16 NOI*05'43"W 61.67 C44 25.09 50.00 24.63 45"14 5WEET. Scale:
16 N02°13'58"E 31.37 C45 82.81 50.00 80.05 " ' 1 =100 (H)
17 538'15'01"E 23.72 Gob 91.78 50.00 79.43 500- V~ObvE 7. TAX ID NUMBER 380200743191 7 21 IN27SgI255E O C4 .03 26.00 20.41 SOUTHERN TOPO SCALED FROM U.S. T
18 504°58'54"E 39.24 1q 517'24'16"E 27.30 G.S OPO
20 517°24'16" E 83.37 8. ALL CORNER LOTS TO ACCESS INTERIOR ROADS.
g. A FULL 50IL REPORT AND SITE REPORT WILL Sheet No.
BE PREPARED FOR THIS SITE.
of 12

~I_~
LEGEND ISS • IRON STAKE SET I
I o ISTIN IRON STAK WOOD L NE - PLEASE SEE SHEET 1 ~ ~ E 5 EX G E ~ _ - O
PKS ~ PK NAIL SET PROPOSED RIGHT OF WAY ~ ~ EPK ® EXISTING PK NAIL ~ _Ai7~" - ~ i
PP ~ POWER POLE EXISTING RIGHT OF WAY + i I + ~ = _ x,40__-_ ice. I I ~ - _ - ~ 11 , ~ ~
R/W RIGHT OF WAY I PROPOSED EDGE OF PAVEMENT , , ' ~ ~ - ~a - - RRS • RAILROAD SPIKE SET , 20 SEWER I I 1 + 2q0 S.R. 1437 rn r
ERR o EX.RAILRpAD SPIKE EASEMENT ' + ~ 56+ 28 28 ~ ~ ~n m ~ I Q
NLS ? NAIL SET EXISTING EDGE OF PAVEMENT ~ 1"' I / - ONE OVERHEAD ELECTRIC li . i' I i _ r--`----`----"-~ r.C--- - ~ m ~1 O ~
BUILDING SETBACK LINE + ' j i + r-`- ~i I i + y + CP 0 COMPUTED POINT I I i i I I I /'I + I r. I i ' LL! C ~
MON. v GRID MONUMENT ~ i I - + li t II ~ i ~ \ i n, I ~ 'I - Z 0 N . + "SPECIAL PURP LOT 1 I ~ z + S TE ~ rn
DRAINAGE FEATURE i „ _ . _ _ . _ ' I i- I ; II PHASE I I + 1 i F0 CMP CORRUGATED METAL PIPE - , ~ -t I I I + I I + ~ I I , ~ { F0~2 USE As STOR WATER Q 1 ' CONSERVATIO ' - ~ CQ
PED ~ PHONE PEDISTAL y \ ' i II I~ . I i + SOIL DELINEATION LINE ~ ; II I I I I + I I A I I I 1 ~ I I IN I { 1~i ° ~ ,N I LOT 47 t .p
~ I + I I ~ i OT 45 I i LOT 46 If~ 4b ' ~ 83,832 ft. ~ BEULAN ~
I - I + ' 30 ft. + 13d 013 I ~ ~ i N I i I + I ~ gAr ft. I ~ I + p ~ I + b.Gi ores + 0.68 Acres I ~ - ~ I cn ft. I I \ { ~ N
~ 'I ~ I/ I- N I ~ i i I I AK - I , ~>p I I 44 ~ I i I 'I , LC ~ I AREA 0~ T I$ i J ~ 1-- ~ I ~ ~ + LOT NOT T ; $ ~ W ~
I 4 I ~ 3~ soq sq, ft~. 1 I ? 1 i I I ~ I I ~ ~ I I , I B~ I I BE USED IN ; ~ W N
LOT 65 + i .82 Acres I ' I + I I LC II I I + I / \ I I 0.~ + ~ 91,416 sq, ft. I I i i { II ~n i I FC ~ I ;LOT AREA CA CATION + = C
i I 2.09 Acres + I I I I ~ \ I / i , I - ~ I . r,.r, - U
~ li I i i i n~ i I ~ \ I ~ ~ Z
2 ' ~ ~ ,1 I ~ EEK I PROPERTY LINE . ~ ~ 4 W
I I + I I W + ~ I I I A 150 1 I REEK N BEEN FIELD LOCATED. Z d 1 ~ 1r I m ~
~ I II I ~I 20 ~ ~ F- _
~I N ~ s ROA I_ __a _ ~ ~ - _ - ~ A ~ ~ ~ T"A~ I , N ~ 41
~ + ~ 6 ~6 AM I , Z
~ { ~ ~ 100' 100 8 e' i f ~ N ~ 100 C15 UFF ~
~ ___2~~' 90` 1100' ~ IRON r----- I ~ ~ 1 ~ I I ~ Q ~ \ I I 3 ~ V1 V t I I =
PIPE II ~ - I r---------+ r-- ~i
'U FOUND m I I A~ + I r I , ~ I I I ~ : ~ I ~b I j + ~ I I I II I ~ .I LOT + I _ N I I _ II ~ 1` ` 46 458 ' '
Na , I D 1 1 1 , I I I I I 1, f • I i ,I ,1' ~ cop~t®, zDOa
~ ~ ~ ~ + ~ I ~ i I i ~ I + I i~ ~ ~ ~ ~ I I I I I II I I 1 I ~ 1 1 1 q~NL7EK ASSOGIAtES, P.A. I I I I Rights Reasrved. Reproducgon or uae I I + , I of the cantenR of lhts document, or
-1 II . I I f I I i I I , I I 0 I tP I I I I I I I I + 1 oddkians a deleDana to thle document, I I +~1 I I W in while or In park without written con- I 1 \ ~I = sent of CIVIUEK ASSDCIA7ES, P,A., is
~ y LOT 64 I i 1 II i i i , i li I I PROHIBRED. ~ I m IM ACT # 2
r 78 Ib0 ~ ft. I ' I I I i ~ I ~ qr ~ I W, I i 7 ' ' I i + LOT 521 i LOT 51 ~ I .LOT 5Q IQ I I ' + P NTED ARDW BUFFER 30' IN WIDTH _OT 5Q IQ I LOT 4 , ~ N L P
+ 1 _ I T 53 ; ' 3~, 600 sq, .IFt , I 2 it 3$ 962 sq, fb. '32,600 sq,l 3,600 sq, Ift . i 14 II i - n + i I 0.7~A~u~d . 1 li ~ sq, .,Ft ;41,213 sq, ft. 2 t ~ ~ ~ EDT EXIS ING STREAM I 1+ : I TN T IS URRNE LY NON BUFFERED.
I I ~ I + ~ ' I I
i v A I I N~1 I I I I ~ I I I i, ~ + I 1 V 1 II I I ~ I \I II I ~ , 2 I 1 , , I 1 I I +1 1, I I I +1 It x I ~ 1 ++11 V, ~ ~
I 1 I II ~ I I 1 / II + I ~ I I~ I 1+`I , I PA IE G. JOYN
I + I I I 1 ~ 1 1 I I I + I I + I + I I \`I I I PIN 3802007214 I I v _1_~ -
I I 1 I i ~ I I I BY WILL I-7 -32 I I 1 t--~------- 1\ I 2 A-I 1
t ~ I I I / ~-------_J ~ ~ I I _J ~-------rX ~ I ~ 1~' 1 + \ - t
~ ~ 11 2Z I~ 1 1 I ` t. I loo _ ~ ~
~ V~ I '111 + ~ I - _ 40 ~OV ~ . I A W r- _ - r-- - ~ 1 ~I
J II ~ I J~ I I - r-- - I I I ~ I r---- , I I ~ I I + + ~ - - - - I TAR/ , r,, ' PAM ' ' v 1 ' c~
I rn I I ~ I I I BUFF It ' ~ I ~ ~ 0
2 ~ I , ~ s~, I I I + ~ II ~ . I t ~ ~ , II ~
I I - ' i . I I I I I II I 1 I I I a ~ , ~ q ~
+ 1 i~ LOT 54 I i I I I I I I ,1 ~ , , 42,117.50 sq, ft!~ , ~ I LOT 5~ ~ ',I ~ I~+ ,1 , ~Q LOT 56
L T 63 i ; 0.~ Acres I ; LOT 55 _ , 60, 028 sq 60,028 5q. ft. , 1 , LO 5~ 't
I+ 484 sa ft. ~ + I - 142,117.50 sq, f . i ; I A J L. + I A - 0,375 ft. ~ 0 yJ I , [
I , , , , ~.qb Acres ' ' U+ 1 i li , i i + I ~ l~ ~ , . 0
~ + I i I I + I i I i I I I - I ~ II ~ ~
~ ~ O cA° \ III ~ ` I ~ ~
I . ~ 1 ~ TABLE ~
- ~ ~ fA 121' I ~ I ~ ~ CURVE ENG RADIUS CHORD BEARING ~ y,, 121 , ~ ~ CONCRE CI 43.42 30.00 3q,73 N28'S4'42"W ~ ,
i 12°1' 1 r- N ' P ,~:E. _24 T „ Q - - C2 41.34 30.00 38.14 t
I ~ I i ~ ` I u "`~I G3 45.75 30,00 41,45 N513432 E 'c~ ~j 0
I 1 - 1 I + ~ ~11 Cq 1.05 85.00 q ~ d 2 50, 8 572 6q 18 E r, 321' ~ CIO 53.08 285.00 53,00 S6 '31'17"E
i II LOT b2 ~1" p~ 170' CRETE { +30,001 sq, ft I U ONUMENT '~I CII 31.55 35.00 30,4q S31'21'55"E
q ~ CI2 71.81 50.00 65,7q N46'41'Ib"W ~
~ ' ~ II ; ) I ~ FOUND FRANK L. ~ DORTHY S. WINGO I I ~ + I I t " '~I 60. s54 46 aq W ~
AIN # 38020053327q ; 9 i ~ LOT B + ; ~ I I I G4 100.64 50.00 84 4q I ' "E
P.B. 17 PG. 126 I I CI5 Iq,01 25,00 18,56 N7b' '14"W 6 I 3 120.03 564'41'21"E
I j 1 I ~J., --l ~ II I Clq 61.23 300.00 61,12 508.04146"yy
l f, I I I LoT 58 G20 22.03 350.00 22,02 512'0723"W
~',1 I 14b,690 sq, Ft. II 2 G21 4q,40 350,00 4q,36 506'16'35"W
i 9 i L07 es i BRANTLEY FAMILY .EY FAMILY RTNERSHIP G22 47.12 3Q,00 42 43 •q(,' "E
j ~ LOT bl i { ~ PIN # 3$01 g`, , 5b,473 ft.l, ' ~ D.B. I PG, SIN #3$01 1880 C23 47.12 30.00 42 43 547.3'58"W D.B. I PG, 206 C24 21.03 25.00 20.41 iJfoB'0811711E
Ali I J ~ , C25 4q.50 50.00 4750 57 4'Iq"W
\b~' I ~ II Flo , - ~ J G26 71,Oq 50.00 65 25 '00"W
~I ~ C27 75.80 50,00 6875 N45'3q'46"E
~i i ll~~-- I I I + I ~ ~ C28 42.10 50.00 4086 566'47'15"E
I I ~ i I + , I ~ 1 C29 7.55 35,00 2b 84 N65' 3'04"W ~ C30 47.12 30.00 42,43 S q'46' 4"E
1 ' ' + ~ + + ~ I + ~ + ~ ~ C31 21.03 25.00 20.41 N71.07'55"E
I , ~ + + IRONI ~ 20' P.S.D.E. i ~ 20' ACCESS + ~ ~ C32 55.82 50.00 52,87 57q'01'I "W
PIPE ~ ~ ~ EMT ' ~ FOUND I / / i y1, i ~ C33 77 50.00 ~ 11 60,34 N3153 07 W N i
~ i i i i~ \ I ~ C34 2.70 50.00 58,67 N41.08'57"E ~ ~ C35 I " QC W
' / % ~ LOT I ~ _ 55.20 50.00 52,44 571 804E w ~ ~ C36 27.55 35.00 26,84 N62' 3125"W 0. E
I i i ~ h II ~ ' ~ ~ C37 47.12 30.00 42,43 550'13'36"W ~
I / ; / _ + ~ ~ ~u , C38 47.46 30.00 42,66 540• '2b"E m ,s
C3q 40.75 35.00 38,4q N I'i 'II" t 6 4 E Iz ~
'4b~24 X584 4b 24 E ~ 4' 201' 11b.19' 204.28' 203' ~ C40 5q.g5 51.00 56,55 561 '14' W ~ C41 15q.25 51.00 102.00 N04'40'57"E Q ~ w
.2 G42 47,21 30.00 4 q I D ~ ~ N 2.4 S4q 41 W ~ ~
C43 27,55 35,00 26,84 I II g > 4 SIS'3q 15 E W
20' ACCESS , ~ _ ~ EASEMENT G44 25,Oq 50.00 24,83 N26'4q'4511W OCZ ~
C45 g2,8I 50.00 80,05 N40`43'13"E ~
/ N C46 81.78 50.00 7q,43 S00 0'08"E C47 21.03 25,00 20.41 N 8125"E
/ ~
1
SOIL REPORT ATTATCNI{D WITH PLAN
2 SOIL TYPES NUMBERED AS SHOWN WITH
# I BEING THE BEST AND # 4 LEAST DESIRABLE FOR SEPTIC SYSTEMS.
/ DLiNE ` W00 L
FERAL NOTES: o
~ "S ECIAL T N ti N ~ F USE STORMWAT
~ CONSERVATION N I. TOTAL NUMBER OF PROPOSED LOTS = 74 SPECIAL PURPOSE LOTS = 4
LOT 60 PROPOSED BUILDING LOTS = 70
~ 302,273 sq, ft. / b.qi Aar 2. CURRENT ZONING A-I
2. MINIMUM LOT SIZE =30,000 5Q. FT. Drawn by:
~ AREA OF THIS SETBACKS: TH FRONT 50'
4 LoT Nor To REAR 30' Approved by:
j BE USED IN CALCULATION S1DE 15' ~ SIDE CORNER 25'
Av s1z~. 3. ALL GONS7RUGTION TO BE 1N ACCORDANCE Date:
WITH NCDOT AND HASH COUNT( SUBDIVISION 8-3-2005
ORDINANCE STANDARDS. 4. OWNER/DEVELOPER:
EASTERN LOG SALES Job name:
P.o, sox 7723 WOMBLEBOUN4,DWG ROCKY MOUNT, N,C. 27804
PFIONE 252-443-4040 I_~~
5, LINEAR FEET OF ROADWAY PROPOSED Scale:
HARVEST DRIVE = 2,605.7 L.F, 1"=140 H SAVANNAH COURT = 545.03 L.F.
HOBBS ROAD = 427,26 L.F, (V)
CONCRETE =NLL.A KOAp 513.13 L.F. L •
IRON MONUMENT JOGKJILINE DRIVE =1,024.27 L.F.
STAKE FOUND-_-----_----------- Z' PIN #380200324320 6. TOPOGRAPHIC INFORMATION BASED ON FIELD ESh7eet .
FOUND 340021 MRS SPLYER W2 HEIRS LOCATIONS DATUM SCALED FROM USGS 25 TOPO SWEET REDOAK
NO DEED FOUND 320 7. TAX ID NUMBER 380200743191 f 12

O
I • IRON STAKE 5ET WOOD LINE GENERAL NOTES~~ O
EIS a EXISTING IRON STAKE ~,.q...~..-+ SALT ~cGE CONTRACTOR IS FULLY RESPONSIBLE FOR CONT~ PKS 1 PK NAIL SET PROPOSED RIGHT OF WAY PARTIES AND ASSURING THAT EXISTING UTILITIE I. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ~ _E FOR CONTACTING APPROPRIATE > II TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL TING UT L TIES ARE LOCATED
EPK ®EXISTING PK NAIL t,IL~I• SpR£~0~'~.5 CF PRI • ~ ~ EXISTING RIGHT OF WAY 1: ~ TJi16f4t'~ OR TO THE COMMENCET1ENT OF CONSTRUCTIO CONSTRUCTION. GALL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY ~ p0
PP ~ POWER POLE J.~l~t /Yvwww`~ y,ttultTS d I-800-632-4949, 48 HOURS PRtCR TO COMMETIGEI R/W RIGHT OF WAY t ~ BJrI.'f ~ UTIU LOGA f0 COMMENCEMENT OF W REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON cj • R, i ~3~ ~ ~ ORK FOR THE PLAN. ALL DENUDED AREAS LEFT EXPOSED WILL, WITHIN 15 v? ~t
70 3 ~ PROPOSED EDGE OF PAVEMENT TY TING SERVICES. RRS • RAILROAD SPIKE SET •~~~2, $4 F(,p,D tJA,TtR WORKING DAYS OR 30 CALENDAR DAYS OF ANY PHASE OF N Q ~ m
ERR o fX.RAILROAD SPIKE l~R(~a~ NL5 ~ NAIL SET EXISTING EDGE OF PAVEMENT CONTRACTOR SHALL VERIFY. LOCATION AND SIZE BE SEEDED AND MULCHED. m 0 ^ 'ION AND SIZE OF ANY DRAINAGE GRADING, WNICHEV~R PERIOD IS SHORTER, ~ Lu N
,=Rorti Tai o'r ~3~~• STRUCTURES PRIOR Ta THE COMMENGEME]dT of ONE OVERHEAD ELECTRIC L S~~"t'4 ' BUILDI 5ETB CK LINE TIGEMENT OF CONSTRUCTION, 2, SITE AREA. 9.±}j ACRES w C ~ 0 N DISTURBED A EA:13ACRES Z ~ Z
CP ~ COMPUTED POINT ~ A SITE 4~ Q ~ ,
MON. o GRID MONUMENT 3• ANY LAND-DISTURBING ACTIVITY) 5 ACRES REQUI ~ ~ ~ RES COMPLIANCE WITH ALL ~
RU ATED METAL PIPE CL - - - DRAINAGE FEATURE GMP COR G CONDITIONS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER UND ~ NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (p~IT ~ THE B~L]~A~ ~
PED ®PNONE PEDISTAL ~'3? I LINEATION LINE ' ANY PERMIT NONCOMPLIANCE IS A VIOLATI ~'(dGG010000), ~ V1 ON OF THE CLEAN WATER ACT AND N
~ - ~ ~T~ sTr~n ~ ~ MAT REQUIRE ENFORGEMEN7 ACTION BY THE NORTH CAROLINA DEp 00 OF ENVIROMENT, HEALTH, AND NATURAL RESOURCES, ARTMENT 11 p~ I- 00
Af - ~N'tKbNG~ XISTING P I ~ a W ~ W ~
S r_ 1~ ^t • / RCP PP IRON , _ - N WEST ~ ~ F~-
PIPE t ' _ 5 ~ - WEST BF FOUND i 7 _ ~ PP BEULAH ROAD S.R• 1432 ~ G ~ ' ( 60' PUBLIC - U
` - I E- _ ~ CONTROL ; 2 ~ _ - R/W) 4 ~ rl ~
CORNER ; . ~ , \ - ~ ~ m - - _ ~ . _ _ _ • , 1' sue. • 4 _ . 4 _ _ ~ ~I ~ NTS rn to
125 ± I 48,075 ~ ~ q ~ 1 125 ~ ~ Ex1sr1NG
/ sq, f • - / l , P ~ Z 0.
' JF I•l0 Ac• \ _ ~ ~ 125 . , T~ - ~ ~ I ~ OH 1251 _ _ , . - - ~ ~ _.I ' 1 ~ V1 1- ON 25. _ ..-125! - - ' ' - - - L ~
I I , r------~ QASIt~t I • 1 - - Q p -125_ , ~ W C9
r r ' - ~ ` I I I 1 f I W I ~ \ I I _ - r----- I r--------__ --135'- N ~ - P ~ - ~ R/W O 0.
Q- D f ~ • ` ~ !e 69,184 + 3, 9 ~ I ~ 4 I I + I + r T6 • 3 ZD ~ \ I I I I 3 I I I I I I I U A sq, ft. I s ft. ~I I I I a 5 I I i I I r- - - I I (p I I i + I r In I ' N
t~ I ~ \I I I I 1179 I 1~ .\I b 2~ I n 1 11 I y ~ I 'tA v~tOM Z2 _ v A I I I 55, b I ~ \ I _ I I I + LOT ® + + _ I I ft~ I I ft. .I , 79 I - + 31 179 + I II I 70 + I 8 + I .I + I I r__-__------- I PIN
9t~~ Z• i ft.• i. , . I n,~ 4 I ~Q I I I `+cL + a'i ~ + - I 174 I I I ~ + I + I I I I I ~ ~ ~ ft. I- I 31 158 ~ i I O I I ' 1• I I I O~ w 'EXISTING 1 3 141 I I i I ~ ~ + I d
t'sllL 2 I xL ~t_,•~ ' I !3 "SI i ~F , , 1 ~ , . i ' 7 vi ~ ft. W 1= I, i I I ~.I ~ i I I 1 7 1 ~ ft. I I + 11 I , ; I , , ~ I 15 RCP 1g4~ I N ~ I d1 ft, I I 31,162 I I I I I + I I
~ LOT 14 , 'l?I ~ + ~ A I I \ I + I + I ~i P.B. 17 PG. 274 ' O(kLFN~'' ~ ~ I \ + - IP I I I N 71 I `t+ sq, f t. I I 31,174 I - 31 175 I I 13 I I coP~lynt Zoos I I + I I N I~ 9C{, ft. I + ~ I_ 12 I + I I aw~mc nssoanhs, P.a I 1 v r' ~ N ft, O I - I I I Ail Rf~lte Reserved. Reproduction a use
' ~p~ .I . ~y t ~ I I I I I 1 N PIN # 380200544133 + $o L . I I ~ + + - `Yij ~ ~ r I + + I + I + I 7Q. 1 AG. + N A,. + + 0' 35 3 I I of the consent cr fll~ doament, a I I ' I I I I I ' v.. ~ i 31,175 i ~ ft• i I' I I oddRlone a ddetimp to this document,
D ZONE A-I ~NAI- i 5 ~ •,•I,• ~ I ml + I ~ I I \ I i I I. '`~r3 i _ I' + I I I I I I I + I SC{, ft. I (~N I I' eent~of awL7EN~AS~aATES, P,~ i~ I; PNAS I I I I
I I + I + I ; I ~ ! y.7) AC. I I I PROHIBITED. 1 I --____J _ - I j I I + I + I + ~I I I I( I
Sca~• ~ I rJ:z , , ~ I 125~~ ~dD Cot~f ~ ~ T. I Rl So . , . I I I Lor ® ~ _ - ~ d ~ ~ I ~j L.._-____'----~ I I I ill I I I I i
Sc11~E5 ~ '6E t3~lLT ul ~ ~ a- a'- x2 I o \ 1 34,091 sq, Ft. , , SW( ? , , , \ - L____-- I I ilk. 125 I I I
Q- 1 0.78 Acres I ~hSlta I ~ - \ ~r ~ 611 641 561 1 ~---------_-J ,:L---'__--_--J I I `r :710 bq 511 1 L------~---- -J ~ I I I I I
. l ~ I I I + ~ ~ , 1 u- I _ ' 411 ~I I ~ I it - - r- _ / wf 36 11 I J
® ~ R , + + I - _ 'U I + I I I ~ r- ~ ( 4 I II ~ I I I I I I r- - I
` , t I _ 37,551 ~ ' \ I I ~ I
_ ` h. ' 0 ' ' ~ '4 735 ' + ' I i i I i I~ I I I i: l I w to I I ?~I I I I~ I I I I I, 35 I I + i I I I i i I I I I .I wmp
I ~ ~ ~ ~ ~ I ~ I . ~ Sq,~ ~ t. I , 71 b I I ~ ~ ~ ' I I 1 't. I ® , I I I I i ; + ; + I I Art
_ ~ 31,000 ft PNASE__III__~ ~ ~ _ 7 g ~ I \ I 936 \ I V ' I ; 1 ' I I I ' I ' I I ~ I ,246 I , I IS r I I + I I I + I I 10 I nn I O , )t~J`
p SOT t3 I - D TN REA . ` I ~ + sW ~ \ \ I ft. + ~I + i I i I I + I I I I I 0. h.l \ I ,88/481 I. I 38,481 I 1 I + Ib , I I I
pIN # 7 I'G. 27 ' 2---------, L 3 1 ~ ,~44 Ac. ~ \s _ V \ \ 4 ` z °~nl _ \ ~ ' s97 ft. i sq, ft. i i + i i 15 + I I I ~ I ~ ~ •~,1 II - , I I \ + - 38 481 + , 38 981 + I I 1 I I , I / I A I j I- ' I + 38 448 I i 14 I N 14~ ~ ~ m ~ N
aNe _ 7q - I ~ u', ~ , _ , d.76 afire 3 ~ \ a - . 1 I I 1 PPS ~ ft. r td ft. r I 0 I \ .A' I I I - I ~j ~~'~I Q I I \ I ~p~ I I I I I # I O.Sq Ac. sW ft• I ~ q 342 I - ~ c~
_ . I ~ SPECIA l~2 E ~ ~ i _ A~ r-_ - ~ 1 , I LOT 51'-b+lE ~ I • , I\ I I I ~ I I ' I I ml ft. I i Z ~ ^w„ , I I I I 1 i ! I I -A
I ~ 1 , I I . I I I I I i I I I~ ~j a ~ q ~ I I I I i I + , I ~ I 51 ~ 3 4.
kJ t ' ' ~ ~ ` 9 I 1~ - ~ ~ _ I ~ . ~ ,a , I ~ , I , I , , ~ P . I pP ~c3D ,
LO - ~ 90, 9q~1 • ~q, ft. ~ , W 6 ~8? \ (Ti ~ J I I I I I ~~'j ~t ~ I i j 1 I - -.I I I I' S~ 7` ZV I I - 1 , b.1C1 I ......t„
3802 4 ' 1 _ . ~ , ~ ~ ~ / , H~ - I i ~ ~
Z 00532 ~ ON I • C ~1---- ~ IN AREA ~ l: A-t 1 rn i I 22 247. ft. 1 1 a s N • / I ~ sG, 1 a , ~ D k3 } ~ ~ ' - , 14~ 2
` w I d.51 acres , ,1, ~ , AO_ - 1 . 7 b it R 1~ V ' O
N\ ~ i F I - 1 - - r - b 1 30,100 I - - - - 43~~ ( ~ Z M `.t~. ~ '',---mss • . , , , I N
~ y ~ ~ ~ ~ ~ ~ , LOT . 4 \ I IN AREA ~ Z 1 ~ . I I . a• I • . , I ~ . ~ `IJ
' 9 Itt 1 'Y 1 ! ' s ft. ' ~ __J ~ 19 s ~ ~ , • • • ~ti ~ I~G ~ 102
- ty':" acres 0 ~ • ~ / M `M ~ • - 20 1 • [;I~t NGt
SEEDBED PREPARATION NOTES: - - ~ r • , s ..1 i o i d•- 2 I ~ 1 I , 67 1 ~ ~ -
ROL MEASURES TO BE INSTALLED _ _ - 130' 135 55 / , ~ ~ I. SURFACE WATER CONT - ~ 0 b ~ ~ ~ ~ •I • ACCORDING TO PLAN. - I I •I - - - - _ r ~ ~
S DED SHALL BE RIPPED AND SPREAD - ~ I I , ~ 1 I , , . ~ ~ ' , ' ~~N. 2. AREAS TO BE EE _ _ r_ 20 SEW , , , , ~ I ~ ; , , "r0~~
WITH AVAILABLE TOPSOIL 3" DEEP. r' - (1 ~ 1 I i ~ _ ' ' + ' 1~r I\ I. I I 1 11 I I I I ; 7
3. L005E ROCKS ROOTS AND OTHER OBSTRUCTIONS SHALL ~ • ~ ; I I I , ~ ~ ~ ~ LOT : I \ ' 31 995 ' I + + ' i i~ THEY WILL ® I I r FROM THE SURFACE SO THAT 1 ~ r I e~lp BE REMOVED ~ ~ ~ 1 , , I , ~'1 t d v , I , I I I I I I I 1 1 1 ~ I\ 1', 0'~ SS x "a I I I I I 1 1 I I + I ~ I , `I~ T
NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE i ~ e4 . , 30~ggq li I + ~ ~ sq, ft. _ , \b I 1 ~ ~ ~ Q~rx r I I I I I ~ + I I I I I I I 1 ~ i 1 7U` OiJ. sl KZt X i. I i. , I I I I I I
A ION, SURFACE FOR FINAL SEEDBED ~.7~-~Gt~Q ~ ft. 1 °t i + i~ , OF VEGET T ~ , eW ~ I , PREPARATION, AT FINISHED GRADES SHOWN, SHALL BE ~ . \ , 1 ~ 31 ~ _ I , I ~ 1, 7b, 20 I I I I I I I I I O I ' I ® 76 20 I I I a I I I I ~r, Zf
I r i 0 , REASONABLY SMOOTH AND UNIFORM. I ~ ~ _ _ 1 , - , i , ~ ® , ~ sq, t. t I I ~M ~ t. I I 269 I 4~ I I 73 i .1 1876 , ' i i i I I 1 ~ I ft. 4216 I ~ / ~ I _ I 41,080 I 401111 + - I i I
4. 1F NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO L____=~ ~ + ~ ~I,,,. .I sq, ft. , ~ 11 ~ A ~ , ~ 1 , 748 f . ~ ~ ,t ECIFICATIONS ABOVE. 1 1 1 ~ ~ 1 4 E ACCORDING TO SEEDING SP , I gQ7 ~ ft\ • ft. I , sq7 ft. , I 1 I I I ft. ® 1 ij I I •1 1 I I 1 Q•q4 I 0-~ ~ 3q 071 I s I ,
IN ADDITION PROVIDE 15 LBS./ {000 S.F. OF SUPER- _ _ 1 ~ 1 , W , ~ I r- - ~ II G2~j ~I ~ Q ~ ~ 6 6• + i I ' i i~ i i i i I I 7 ft. i ' ~
PHOSPHATE. ~ ~ , ~ • ~ - ~ , ~ ' ~ ILIZER AND i ~ ~ ~ ~ / ' ' ~ 5. IF A SOIL TEST IS TAKEN, PROVIDE PERT I , , ~ ~ ~ ~Q i ~ \ 1 i I i I i ' ~1p~~ e' I I I I ' I I 1 I 1 I I 1 I I r 0.89 AL"
LIME ACCORDING TO SOIL TEST REPORT. , 997 ft~. I 9 1 ' \ ~ , , ~ ' A I I I I 1 \I I ~ I I I I I V I A5~ II i II ; Q 1 I. I I I 1 I I ~ Ir
MLY 30, sq, c • 184 - - _ ~ 1 , P cJ~ 6. FERTILIZER AND LIME SHALL BE APPLIED UNIFOR I 0.71 Aar qq, - _ I S ED PREPARATION. 1 - - ' I ~ 1 ~ AND MIXED WITH THE SOIL DUR NG EEDB , ~ f , , , ~ ,1 I I i I i i r' ; I I I li I 3 , I i I + I 1. ~ f - I I I 1 - I I I 11 , \ I I J I I I , ,
AD ITIONAL EROSION GOPITROL MEASURES MAY BE i I ENt+c,A ROAD r 1 1~ ~ I I \ I I I I I i I , I I I 1 , I I I I I I I I I , I'
REQUIRED DEPENDING ON FIELD CONDITIONS. - SpIrpUB . - i / 11 ~,~f I + I' + I i \ I I I I I ' i v1i I I I~ ' i ~ 1 I ~ I I I I I
8. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN ,r , ~ , Q?6 , , • 134 >'tC t~ . , c ~ WITHIN TWO DAYS AFTER MULCH 15 SPREAD. I _ I I I I 7 I I I I~p M ____J __J _ - ________J L_________-_J L__________-~ qp + I ~
- " I ~ I P , ~ 1 , ~ I ~ AK I ~ \ ( I ~ L I . + 1 I ~ 132 _ IZO 136 Z z z ~
~ ' ~ 1 ~ , ~ , ~ ~ J ' • BUGGY SIP r ~ 1 _ r , + 1 AX E 1 T10"W TO OA 41 BUGGY ~ ERR \ o ~ _ ~ I IRON AXLE U po
b':. - ~ - ~~I ,S1 I 1 ~ . RTHY S. WINGO ~ ' 1 ~ I 51~ , ' : F ND i FRANK L. ~ DO , , i , , , , I ® , ; ~ i I 1 1 U ~ ~y \ ~ i71 I PPE , FOUND ~
PIN # 38020053327q , 20 SEWER • , , , t~• , I ~ E ~ ~ 1 1 , > ~ ~ ' FOUN c II W > \ ~ ~
D.B. 1285 PG. 660 ~ 1 , ~ . ~ , , i I I 1 ? ZONE A-I +n I LOT fib ~ ~ ~ I I I 41 , ' ? \ II ~ BOBBY .MOORS Z Q
I I I I I 1 0 I 1 11 1 b i ~ ft. I ~ i i 40 462 li = ,TAR/ II , PA IE 6 I G N ~N zcn I'~~ I I IN # 380200724824 I- ~ . PIN I ~ 'P ~ z I- i- .
~ I , 99, 992 sq, ft. ~ , , Iro , , p I 1 ~ I I i' ~ BUFFER 1 A WILL I-7 - TABLE ~ LOT I w ~ ~ z p4~ B 1 I ~i w ZONE A-I WRVS DIUS CHORD BEARING - ~ Y'.B. 27 PG. 284 _N Z I Z I z N h
1 a•85 Acres 1- 1 ~ 1 I I cl 49.a2 30.00 39. a ~ ~ ~ ~ r Q
, 1 I~ ~ , I l I : I { 1~ 1 d~ 1 , , I : t II I I 1 1 „ ~a c2 41.34 30.0o p ~ ~ Z o x - C3 45.75 30.00 41.45 '3 Q ~ ~ 0 c
1 r i 1 4 ' I I 1 1 I , 4 , ~ N• a km~ ptSi ~ ~ I ~ ~ , _ t •'1E Nr a kAI~+C GR 150 (~61AI - + r J l7 ~ ~ ~ tq
1 I . , I , I 1 4 - ~ I - t ~Mti lub Cq 51,05 285.00 50.98 q 18 E ~ rn Az A2 Az c w- w- w- •!E No T N AM CAN 6>? ar E~( sc 7 ~w q0 53,08 285,00 59.00 • 1'17" a 0. SOIL REPORT ATTATC4~ED WITIa PLAN o ~ z ~ z N z ~
~ 17 ~ No 'f H _ _ ~ - I CII 31,55 35.00 30.44 531'21'55'E w_ SDIL 'TYPES NUMBERED AS SHOWN WITH 'rn >>z - -z ~
CONSTRUCTION SEQUENCE: - ~ 26 P'S~' E'1 r ' I + Fee . , r ~ # I BEING THE BEST AND # 4 LEAST w ~ ~ g ~ ~ F eebourd ~o CI2 71.81 50. 65.74 N46 41 ib W S to pr 0.
I. OBTAIN GRADING PERMIT FROM THE NCDEN , ~ , 1 13 65. 60,72 554'461 W DESIRABLE FOR SEPTIC SYSTEMS. ~ 0. 0. 0.
I SECTION. ~ ~ ~ W ~ - LAND QUAL TY _ _ EON-SITE WITH THE ~ 2. SET UP PRE-CONSTRUCTION CONFERENC ~ , ~I p C14 100.64 50,00 84,44 540'16' M
EROSION CONTROL INSPECTOR (TELEPHONE [phone] / ~ ' GI5 14,01 25.00 18,56 N76'09'14'W GENERAL NOTES: Gib 120. .00 120.03 564'41121 E I, tOTAL NUMBER OF PROPOSED LOTS = 74
TO DISCUSS EROSION CONTROL MEASURES. - _ ~ 1 ~ 3. INSTALL STONE CONSTRUCTION ENTRANCE, SILT DIVERSION ~\cazl Ciq /1.23 .00 61,12 508'04146 W
DITCHES AND SEDIMENT BASINS. CLEAR ONLY AS NECESSARY ~ ~ . ~ . ~ '(t v ~ rE ROB C20 22.03 350.00 22,02 512'07'23'W SPECIAL PURPOSE LOTS = 4 ~ ~ PROPOSED BUILDING LOTS = 70
~ B~ 1 TO CONSTRUCT THESE MEASURES. (5 ~ _ EROSION ~ X(D~ St t FEDr~. ~t> 4. GALL qi9-571 4700 FOR AN ON SITE INSPECTION BY ~ C21 44.40 350.00 49.36 5061635 W
CONTROL INSPECTOR. WHEN APPROVED, BEGIN CLEARING AND ~ i ~ , ~ AID t'~ I f3h~t ~ C22 47.12 30.00 42.43 542'46' 2. CURRENT ZONING A-I • ~ ~'Q' fi0 ~ LINE W~ 71 .00 42.43 7'I ' ' 2. MINIMUM LOT SIZE =30,000 5Q. FT• b~r~ Zj C23 4 .2 34 54 3
GRUBBING OF THE SITE. ~ , ~ : birGa N ~ SO ~ /sue C24 21.03 25.00 20.41 N68'08'17" SETBACKS:
5, MAINTAIN EROSION CONTROL DEVICES AS NEEDED. 5.p' min. ~ 7` 1~+ r b. STABILIZE THE SITE A5 AREAS ARE BROUGHT TO FINAL GRADE. '~QQ I~~ ~~N f ~ I f I r FRONT 50 xR~~ , I~~ ~ C25 44.50 50.00 47.50 57 I , , ,
OSION CONTROL MEASURES SHALL BE CONSTRUCTED IN Ise wa+m sro"= pKl (Z$ X ~3 7. ALL ER ~p'(f ck1 5~G M~Nrs Tn ~ So 00 65.25 REAR 301 *~~~a GT~'~ i~~T C26 71.04 N38 SIDE 15
A E WITH THE NC ER0510N AND SEDIMENT CONTROL so t,s' ulNlswu i ACCORD Nc 1 2 PLANNING AND DESIGN MANUALS U5 DEPT. OF AGRICULTURE, r--~ (hI~X p 76M ~il~•l G~f~l GIt~1 ~ C27 75.80 50.00 68.75 N45' ' ' SIDE CORNER 25' W 1i1~ N 1~ ,
U5 SOIL CONSERVATION SERVICE ~ ~ ~ EIR ID 1~ G28 42.10 50.00 40.86 566'47'1 " 3. ALL CONSTRUCTION TO BE IN AGCARDANCE LLf~~V~ • f r WITH NCDOT AND NASN COUNTY SUBDIVI510N lj~~j 4iz' r G2q 27.55 35.00 26.84 Nb513
H CONT GTOR SHALL DILIGENTLY AND CONTINUOUSLY ~ -1 , ~j~~j , B. T E RA ~ I MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES App, ~e Ai 1oE 0r ?~1t / , ~ ORDINANCE STANDARDS. C30 47.12 30.00 42.43 S3q 4. OWNER/DEVELOPER:
TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN cxass s Bnaslo>f c NE aruovr SEduEtrt AT ocrnl C31 21.03 25.00 20.41 N71.071 " L SALES Drawn by. V EASTERN oG
I/ ~ CONTACT WITH THE EROSION CONTROL INSPECTOR >Nr N BE PERFORMED AT ueasruasf~ sarL ~,.Q 50 THAT PERIODIC INSPECTIONS CA Nb Q, prC>~r acewtw C32 55.82 50.00 52.97 574'01'1 ' ~ J2 5 P•0. BOX 7723 ~ 1"
81~ I C 5 B EROSIpI COMRpL 510NE fC 1`~\~$ APPROPRIATE STAGES of CONSTRUCTION. hoc IfEY•fAY F"u-""+.. fkTEli fA91C ~ k- CIFI y Q' C33 64,77 50.00 60.34 N31'53' ROCKY MOUNT, N.C. 27804 ~ DDC~ t~.` Approved by, Q~ tt~J~lr• ~ P~ • ~y~'~""'"' G34 2.70 50.00 58.67 N41'08 7' ~ c~ 6 PHONE [phone] TH
zip ~,a• ~ C 1+55 C35 55.20 50.00 52.44 571'18' r 5. LINEAR FEET OF ROADWAY PROPOSED
Please add the followin statement to the conshvction ' " visions:for rmanent r 0 5 S S 8 C 1. i 0 n ~ , , 6,~a,rdb d'~'~Q ~ + ' =JACQUELINE DRIVE = 1024.27 L.F. C36 27,55 35.00 26.84 N6 I3 , Date:
around cover must be accomplished on exposed sloes within 15 worlrin¢ days or 30 calendar ~ ' ' ~ ~ a , 1tIP RAl AI RON DIMLNSIO C37 47.12 34.00 42.43 550'13' ' =HARVEST DRIVE = 2,605.27 L,F. 7-a1-2005 DI t'NS10NS C38 47.46 30.00 42.66 540' ¦SENECA .ROAD = 427,26 L.F.
da whichever is shorter within 1 S worlcin da s or 60 cal da whichever is shorter in sensitive watersheds• and in remainin areas within 15 wo or 90 calendar da I C3q 40,75 35.00 38.44 N61•I 'II' =SAVANNAH COURT =545.03 L,F, Job name:
I i whichever is shorter. Disturbed areas left inactive between of shall bT~ \ / C40 59.95 51.00 56.55. 561 h ' WOMBLEBOUN2.OWG
tem seeded within l5workin dasor30calendarda whichever is shorter." ~ STRUCTURE NO. Vp ZONE LENGTH WIDTH D WIDTH DEPTH COMMENTS C41 154.25 51.00 102.00 N04' T b. TOPOGRAPHIC INFORMATION BASED ON FIELD
- \ f uNas?uRBED spl \ ~ ~ 2x, 1 I C42 47.21 30.00 42.44 54 I' LOCATIONS DATUM SCALED FROM USGS
/ ~ ~tv~~ ~tI ~ ¢ 5q 2 ~ (o t x 2 i \ FlifR FABRIC` ~ ~ I I 7.55 35.00 26.84 I ~ r TOPO SHEET REDOAK , o (x 2 1 GLp55 4 RIP (dap C43 2 Scale:
\ -J C44 25.09 50.00 24.83 ' SHEET, - 1f1_100' H ~ I. t)
5 f Gtfss ~ G45 42.81 50.00 So.05 I C46 91,78 50.00 74.43 ' 7, TAX ID NUMBER 380200743141 (V)
~fAK FLOW NOTE FOR HASH COUNTY: ~Y G(~1-VC-fZT'~3 ISs ,'~(o ~ ~O t~'„t' 1 ~1 Gl~fr6 4 l~ I ' C47 21,03 25.00 20.4 SOUTHERN TOPO SCALED FROM U.S.G.S. TOPO
tulc QI7C IR FYCMPT F12lIM PFOtC FIOW ATTENUATION UNDER UDO 12. StOf18 ~J°C'il0i° ,
3 3 .2.5.V. AS FOLLOWS: OVERALL IMPERVIOUS SURFACE 12.6 Ac./ TOTAL TRACT GUI V4 24 5.c1.2 Z, ~2' (v~ % ACRE 8q.47 ACRES < 15%, 14.10 CALCULATED AND UTILIZES T14E PERVIOUS PORTIONS 8. ALL CORNER LOTS TO ACCESS INTERIOR ROADS. (v+ W
q. A FULL 501L REPORT AND SITE REPORT WILL 1Sheet No.
OF THE SITE TO MAINTAIN AND CONTROL STORMWATER RUNOFF. RACK DAM DETAIL aA.VEnr45 W4+ V I N y BE PREPARED FOR T+115 SITE.
NOT TO SCALE of

~ l~?`
185 • IRON STAKE 5ET uwvi WOOD LINE ~E ~ ~ ~ ~,r^
EIS o EXISTING IRON STAKE PLEASE 5EE SHEET I ' Olt 1G PK5 ~ PK NAIL SET PROPOSED RIGHT OF WAY ~ t5Y ~l`lGr ~ i p
EPK ® EXISTING PK NAIL _ DITGN ; O (,Q~Q.'( (Z~ y _ , N
PP ~ POWER POLE EXISTING RIGHT OF WAY , , R/W RIGHT OF WAY ~q_0'___-_-, I°~IP aim f t''~ a~ t.~•SS I1( . , ; , 1 36 RCP ~ ~ I
RRS • RAILROAD SPIKE SET PROPOSED EDGE OF PAVEMENT r.._---_- - .p I 2 ~ t + ~ S.R. 1437 rn ~
ERR o EX.RAILROAD SPIKE ' I I~' I NLS ~ NAIL SET EXISTING EDGE OF PAVEMENT I 56' 28 1 ~ 28 + Q~v (~[RSS 1 - l 2 18 ~ ~ ~ m
ONE OVERHEAD ELECTRIC II _ K 1, ~ _ - _ --,I I _ ~ . - - 4 ~ Q - . e(ASs IV m ~ p
CP s COMPUTED POINT BUILDI G SETBACK LINE ~ ~ I ~ I I . I I O I I 1 i I I ~ , ~ t~ N ~ , ~ Z« RGP ~ GI.dA~ t W C N
MOH, o GRID MONUMENT , I ~ I A• - I I I CMP CORRUGATED METAL PIPE DRAINAGE FEATURE , _ _ I , I ~ ~F I/ ~ PHASE I I ~ ~ d t - Z l .SPECIAL PURP t , ~ ~ ~ LASE I I Fo u Bc.P ~Cf~65I~ SITE z •y
I ~ ~ ~ 1 I ~f'~• 'I LOT 65, , ~ I I I I PED ®PNONE PEDISTAL y' I I I ~ / I \ R 5E AS STOR S 7~t Q
SOIL DELINEATION LINE ~ 61,276 sq, t. ~ , t ~ , II , ~ I I I I'~~ ~ I i IN ~ ~ / ' p ~ ~ (~j I,G ~ I ,N l , ~
I 1 I ; OT 45 ~ ,9
' ; { - I ' 30 I 30 013 ft. / , ~ ,W I { I , 1 r g4. / i ~I/ 013 xy ft, , i ~ ~ ~ I ~ ; ~ Ot,~.Pll.t1~ N
~ I { ~0, I 44 -,L~~- - I - I I I 4 I l r ~ , l70 I L / I $ ~ d1 H p0
eo9 I I I i , I , I I I i - C W n
. L__- I l + ' ' ~ C N ' FO$- Ate. ~ 1"'~ .
PI eOutletioFlatArea- , ! , I I y 1~ ' I No Well-defined Channel ~ ' ~.~p , I \ I C N I ~l U
~ i ~ _I ~ - l ~ ' \ ' v I~ p. ~ , W = Z - °t ~ NTS
' y----- - --J 3da A A II I I ~ EEK I PROPERTY LINE ~ ~
- 1 t?? I \ ~ I .p 1 2 I , • ' i EEK N BEEN FIELD LOCATED ~ P"~ ~ Q W I ~ 1 Z ~A ~ Z t1
d1- W I I , ~ - m Q i1 1 I ~ 2
~ ' I t iZ0 II , l -"}108$8 _:.I L _ ~ ~ SLllIA1LN T iSASIN llI +'NSIONS ~ N
- Plan ' LOT 64 ~ I , _ ~ ~ II 60,139 sq, ft. II _ 1-, - - 1 - J AM , , ~(pnAgCF FIBS Su>3Di Ij ISIO~ CI~C.C'S W Z
'tP L3 Acres i 1 _ ~ ' l ~ gt ~ I 1 ~ ~ / F ~ l ~ N ~ f BASIN SPILLWAY REQ'D FLOW STORAGE DIMENSION ~ n.
I >'sl IRON i ~ l-CL~ I'~(TS :r 1= - , I ~ ~ ~~G ~ fr tT ' ' S f t ~.tr~ 5 1 ~ 3 I? ~ N0. (L X H) VOLUME cfs N
"-'I PIPE w , I A E_-- lalsf~? I I S I cf TOP BOTT
(,1 SectlonAA Fetter Notes FOUND cJ1 , + - I - I I I 1~11~ blanket ' CD I A I I I 1.4 is the length of the nprep = { I W ~ I I ~ I ~ ~IP I ' _I ~ , ~ I , ' ~L07 ' ' ( ) OM DEPTH
N apron. 1 I p { 1 I I I r I I ~ PipeOutlettoWell•defined p, d=1.5 tiro s the maximum - I ~ I I I { I { I , ~ ~ I 1. B no 2 x 0.5 l 2.Db •0~- 3~ 0 2+ ~oP>*I~t©, ~ 2as ~t~. ~ 0 2 2 x Z N
Channel @@ ^ II ~ I I { I I I , stone diam•t§"r but not less L________~_______~ I , I I I I I II ti I I I lY ~ T~ ~ / • All RiEhtaASSOCIATES~ P,A, I ~ I - I I ~ f f 1~ f 9 Reserved. Reproduction w use
than 6". -1 ~ I ~ i I I I I n a welFdefined channel ex• ~ I I I I I ~ I I 3.I ~ p 1 I I I I ~ I ~ I ~~yy~~ s'11.1 d it f f IQ- ~ Z n 0'S ~ .~a (e t{Q I( ~ t 2 a} the content of khla document, w 'JGf/,• J'~1~ Z addit(ona or deletlorro to this document, I~ I ~ ~I ~ f f I e e e i~thode w in part, without written con-
I lard the apron up the channel banks ro an elevation of 6^ _ X161__--- t I ~ I i I ~ I • ~ 1 m 3 2 ~ Q 5 ( `t • 13 3 d41LTEK ASSOCIATES P.A„ is M1~ i , , I ACt # 2 `I ~ ~ 5 ~ z .S PROt11BITED.
A A tailwater r~ , I IW I I I _ abovethemedmum k ,yt I i I OT 53 ~ ~ LOT 52 I LOT 51 I~ `I-, 5Q Itjl ~ I I t , , I ° . 4 ~ I , ~ , PL NTED AR D BUFFER 30 IN WIDTH e ~ , I ~ , , LOT 4 , 1 t ;v O.S .0 . t r
deplhatothetopoftheban , I - I whichever isles. / I ~ - 2 li Q 162 ft'~ ~2,60o sq„ aS r~ ~ ift 3~+ ~a ' - 3~ Sq,. ~t , , I ~ AD EDT IXIS ING STREAM Z9~ 0 3 2 5 K ZS $ I x ZI , •S Ift , A1,213 sq, ft. , ' - TN t IS RRNE LY NON-BUFFERED.
/ I I j I 0.74 Acres . i 4. A finer blanket or titter fabric ~ Iled between I I A' I I { sflould be insta ~ N I I N ~ ( 5 a.s I ~ r,°ov
the riprapandsoilfoundation. I FIltTSI ~ I i I ~ I Plan ~ I ~ \ I I I I I I I I
/ i i pi I E i it I 4 ~ 0 ~5 12 K~3 zev I ' 1 , PA tiE G. ? ,
f f ~ I I f I I/ I I l ' i i ' I : PIN 380200721 7 3 X .00 ' ' ' ~ l l ~ , , Z 'EGG Z ° 2Z x 72 3Z Z.o
Ls 1 I I I I j I I I ~ I I { I , I I ~ J I ~ , I - _.t_~ BY WILL I-7 -32
OT 63 ' I ' I 1 I 1 5><l 13(000 .5$ I 3 tdoxGo gzxsz °o -3. 1 Z
a I tel. ft. I 1 ~ ~ i 0, I I 1 I 1 0' 100 2 to t 6 140 ! 7 .DD x$•01 (00 '
III IU Section AA ,I ~.'alla i , ~ 601 Etter I I _ x gzxs8 0 t O ~
A' I A blanket .t I ~ W ~ r.--------- i I wsuna.o,c Aq,wo~a~^l•oassdtromvaswccl. ~ I I I l - ~
1 ~I I / I I 1 I I I I l ~ t, I ~ I~~ I 1 ~ ~ ^•J
~I ~I I I I I I ql ~ I j j I I i I
I ~ I / , I I I L I I 1 I I I j jN I t '1 . 1~ I 1 ~ ~ 1 O n , I ~ . I iL
r ~ t . LOT 54 42117.50 I IN I r- - I ~ r g9F I I 1 l l t ~ q ~ I I t ~J U IN I LOT 56 I I t l s
m 11 I 0.96 Acres ' LOT 55 I _ 'l 60,028 sq, ft. ; t 5~
9 1 i I ' 42 117.50 f . ~ ~ L $yoo i` II , i I , ~ I
i-1T9 ,y ~U ~ 0 1~ / eaar xs ,xwutm a au• I V 1 I I mZ~=~ s v' 1 l~ I { I I ~ I I I .'l ~ Q `N i ' ~ N 1 , /
iT nm to race a,ru i~r w II I I I I 1 1 1~~~ i i J O i , ~ , ~ , t tv Z`
pG r, i i ~J I' J ~ l P', ~ , J
wo Fnr a,.aaas ~ I L 62' { t 1 l t . ~ ty i t , TABLE ,v
U ~ ~ a t , I L ~ i 60, ~q, ft. t a r 1, t c!' ~ ~ 121 ~ , CURVE LENG7NRADIUS CHORD BEARING 'z N y~
I I PLAN ~ ,a" II I a a• •p CI 43.42 30,00 39.73 N28'5 ' " - ~ o," 4 4 W
FOOilxa ~ / I t1 laF Wlra..aour p,rl OON'EL 1 I 1 G2 I t n OUND 4 ,34 30,00 38,14 ~4 10~•S l R ~ OC C3 ~pC` t 7 45,75 30.00 41,45 N51343 E
Z a a e 80 ELEVATION ~•"X" ~ N - , I - N ~ t'a z i H ~j ~ I I . ~ - ~ F^~ dS 1 .vE~ S P ~ o l ~ Cq 51.05 285.00 54,g8 ~ " 321 , " ~ . G/~ S72'5q 18 E
tom„ ~N> ~ E A o m = aau a w? ar, sir re rw ~ J c ~ i 12'1° UMENT 1~ ~lY - I 0 1, tfY CID 53.08 285.00 53.00 ~ " . Do x G 56 '3117 E ~ W
c~ rn ~ FIFE mau 1Q a~a t'w p D W I n ~71~ o atOS CII I I " 1 3.55 35.00 30.4q 831'2155 E Slt~ ~ ° z ,~sz M ~t5. ~ N ~ OMB g
n r m .y, III i I I I III ~ aaa w w ar w w .r w w ,r a,• w r ,a" ra o FRANK L, t DORTI•IY 5. WINGO / li ~ I FOUND ~=m02 I I I ~ I I ~ I I I ~ YYYY T r YYY P •a'v" JINW `T 1 it ~ o a an. a t a a,~ a a a a a., s s 4 PIN #380200533279 II ~ V[ I ` G12 71.81 50.00 65.7q l " 'i ,d N46 4116 W 'DRRK 2 CI t ~
H 9D ~ •1.1_ _ Y o,r. a a 1 1 a ! t l a s a M., ^ I I„, I II ~ ` ~ H I t m 9 rr, o i oo~L a a,r. a t a a„ a a t a a s e I __J n y,~ttR 60. 85446 4q W CI4 100.64 50 I " 84.4q S40'I6 25 E
m o miu uc. a w w• s w• u r r s n as fn m P.H. 17 PG. 126 ! D~ I fy I I o p p~ arrow. aasnucica aoaxr m a t I R CI5 Iq,01 25.00 18.56 N76'Oq'14"W 0
p C „ aa•arao r aa~,a rwarr D ~ , f ,r~z o«s~aw ~ o= l 186__ t I ~ ~ p ELEVATION x, ~ p F --'t z CI6 120.68 335.00 120.03 564.41'21"E
p m w•wx ones, ~ wr ~ I k I I A Z p o x s a t ~ a •F a l V G N _ ` I I I ~ I ~~S ~ ~ Ll~~ Clq 61.23 300,00 61,12 508'04'46"W bl~ ~ /6l~ t71'rG~'t
"t p z ,a• a~•s" ,'•e" r.r ab• re ea r•a• r•r as = Z ~ ` I I I ~ m ,e^ e,.i~, r.,o^ s~.r ah' rr ,.a r.r• r.n ~Q I 2 I ~ . ~ 46,b ft. I C20 22.03 350.00 22.02 512'07123"W G{Q~ C21 4q,40 350.00 4q.36 • t n
s," +'•s" a'•," r•o" a• yr +.a r•s" n'•s" a.o ' I { e EIRANTLEY FAr ao^ r•r z'•e^ Ba" ,N" n / u ra• u'•s" a,t I _ II 1 I , ae^ a'•e" a'•e" s•e" +aa" , ar as r•r,a'•o" s ~ 1 LOT bl ' ' I # [tN N~'1 ~M~ ~ so616 35 W IRANTLEY FAMI w LY tNERSHIP C22 47,12 30.00 42.43 S4 '46'02"E
I I , I PIN 3F ,a" r•s^ a'•,^ e'•," aH" „k u •w,r•r a.a A I T I ,a• r.a^ r.r r.a" a§a^ „ ,r a '•r a.o 1 156,473 ft.l I D.B. 185 PIN # 3801 1880 tj QlZ. v~ • ~ 177 ~ G23 47.12 30.00 42.43 " D.B, 18 PG. 206 I 547.1358 W
FritOFS .p Uma 1~3 I I I 838.01 !38.01 ~ i I C24 21,03 25,00 20.41 N '08'17"E
C25 4q.50 50.00 47.50 S7 4'Iq"W
T12AYEZOIDAL DI'1'CH ll ~ ONS . r ~0 ; r JJr`- I t`a I j t ~ ~ C26 71,Oq 50.00 65 I ll •25 N38 3000 w i ~ j C27 75.80 50.00 68.75 N45'3q'46"E
i , 11~'?-----~ po fob I , . ~ 'r-" I ~ C28 42.10 50.00 40.86 866'47'15"E
'Tod I ~ I f ; ; I DITCH O,o 8,(46)• SS D(ftl W(ft) 6(ft) n Vto.. $tttlbili>~ion ~ I ~ , ~ ~ ~ C2q 27.55 35.00 26.84 N6 '13'04"W
~~I{ Z.o~ , i` ~ r ~ C30 47.12 30.00 42.43 ' u 1 RUNOFF CALCULATIONS AT DISCF44R4E POINTS" 94624 E
~1~IR S IRON I ~ ~ ~ / I C31 21.03 : " i POINT PRA-DlVELOPP1ENT Q P05T-DEVELOPMENT fl 25.00 20.41 N7107 55 E ~ , ~ C32 55.82 50.00 52.87 7q' I'I "W
~ I •(JS ~,~t ; ( as ?•S D.7 F 3 .OL 1(l~ jG ?r PIPE ' - / I FOUND i f,r° ~ I I 1 0 o.J6 6.8 0.34 o.a CFS Q o.45 6.8 0.34 •I.o4 CFS C33 64.n 50.00 6034 "
A3 .Bb STS. . r^. • airy 2 Q • 0.35 6.8)(0.38 • oq0 CFS Q¦ o. 6.b 4.30 ¦1.K cFS N31'53 m w ~ ~ ( C34 62.70 50.00 58,67 N41'08'57"E ~
3 I . t 1 •S ?J o ,(6 ISM . 1 LoT I - ' `~S . c a - 3 Q ¦ 0,35 6.8 1.35 • 3121 CF5 6>`• 0,45 6.8 1,35 ¦4.13 CFS C35 55,20 50,00 52,44 ' d tY~ ~ ~ 71 ~ S 1804E w~
P ; , ' ~ . ' 49 ft. ~ ~ 4 Q = 0.35 b.8 1.02 ¦ 2.42 CFS Q¦ 0.45 6.8 1.02 ¦3.12 CFS Cab 27.55 35,00 26,84 N62'13' 5"W tL ~ i q
p t eM" I l.12~ I 5 (•~Z x•33 Lf .S 6. O•es .50 7S 1 I ~ ~ , 5 Q =(0,35)(6.8){3.26) • 7.75 CF5 Q¦(4,45) 6.8)(3.26)sq.g7 CFS C37 47.12 30.00 42.43 550'13'3611W U ~ o t i 6 Q ¦ 0.35 6.8 9.60 • 22 CF5 Q¦ 0.45 6,8 9.60 ¦2q.3 GFS ~ 47.46 30.00 42.66 540'05' b"E to ~ r
~ m 7 Q ¦ 0.35 6.8 2.36 ¦ 5.61 CFS C3q 40.75 35.00 38,49 Nbl'14'Il" t - Gk(0.45 6.8 2.36 7,22 CFS E i z
~ d • 2 sa Z: 1 • 75 •2 o.as •7q ZS "4624' 24 E 8 Q ¦ 0.35 {6.8 4.44 ¦ (0.56 GF5 Q¦ 0.~ 6.8 A,44 =13,58 C40 5q.g5 51.00 56.55 561'33'14"W ~
? o.s 2% I.S ~.S aZ ~ 2.71 6 5 S 3.241... 2 ~ ~ C41 159.25 5100 I t o q~ A q Q =.(0.35)(6.8){4.6) ¦ 10.41 CFS Q¦(0.45) 6.8 4,6 ¦15.01 GF5 02.00 N04 40 57 E rri w U w b
, / / 8 l•b7 D.S LS 7.S p.Z o•o~ ?r~( 7S ?p ~ ; ( ) C42 47,21 .30.00 42,49 l R N o DISCHARGE POINT5 ARE BASINS S4q'30 41 w o N ~
.(.12.88' I Zoo ( S7 ~ 2 • 3 ~ / C43 27,55 35.00 26,84 SIS 'I " - ~ ' '3q 5 E •N W ~Q ~ . G44 25.Oq 50.00 24.83 b'4q'4511W > az ~
, ~ l 1. ~ _ . C45 g2.81 50.00 80.05 N40'4313 E ~
ID 7.17 2.88 l"•- 7•S 0.2 m.or 7S ~ ~ U~6, 2 • i AtG S ~S t. $ ~ - C46 81,78 50.00 79.43 S00.3p'08°E
'?.S ~ ~ ~ a II lalg o•ss 2:t l•s aZ do3tsi G s7s ~ - F C47 21.03 25,00 20.41 N27'5q' 5"E
i .03 a 5'~S ' ' %
• 1 ~
I~ 0•~ p•T8 I I.S 7 S .z a.w .bG ~ SZS O ? 1 ~ ~ SOIL REPORT AttATC~IED WITH PLAN SOIL TYPES NUMBERED AS SHOWN WITH ~
v 2 # I BEING THE BEST AND # 4 LEAST •
/ WOODLINE • DESIRABLE FOR SEPTIC SYSTEMS. SEEDING .MIXTURE
DITCH Q,o S,i4b) SS D(ftl Wlft) e(fq n V10.. $bb~iiatiort 1 _ SPECIES` RATE (LB/AGRE)
1 ~ ~ F US STORMWAT TALL FESCUE 80 GENERAL NOTES: , SERICEA LESPEDEZA Y8
T•3? .S .S S' 1 CONSERVATION N ~ S loo ~ t ~ o •Z 2,13 ~(AaG 5't _ KOBE LESPEDEZA 10 I . TOTAL NUMBER OF PROPOSED LOTS = 74
t •S S .2 ~ LOT 60 SPECIAL PURPOSE LOTS ~ 4 ' SEEDING NOTES= PROPOSED BUILDING LOTS = 70
I(.. ~1 0•~a t7 '~a0 `(S 302,273 sq, ft. I, AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED,
I.S ~.9~i=srr~~ 2•'f~ o.g8 Z• ?s o2 0 3.8 ?s • 2, WHERE PERIODIC MOWING IS PLANNED OR NEAT AP EA 2. CURRENT ZONING A-I P RANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE LESPEDEZA TO 40 L8/ACRE.
I , ? b ~f 2 ~ t"s .Z 7.81. s~c s AREA OF TINS 2. MINIMUM LOt SIZE = 30,000 SQ. Ft, Drawn by: 3. TO EXTEND SPRING SEEDING DATA INTO JUNE, ADD 15 LB/ACRE HULLED BER- SETBACKS: MUDAGRA55. HOWEVER, AFTER MID-APRIL IT IS PREFERABLE TO SEED TEMPORARY FRONT 501 TH
."jZ 2: I "S 7.S Q,Z 3.7 J 4 LOT NOT TO I .A3 g ~ COVER. REAR 30'
13E USED IN SD .ZZ ? • TS •Z D.~t3 S _ LO EA CALCULATION NURSE PLANTS: Approved by: BETWEEN MAY I AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15LB/ACRE SIDE 151 ~ TH
b•~ a.S't 7%? f •S ~ $ 0.2 03 ~t AV SIZE. ~ a sz~' SUDANGRA55. PRIOR TO MAY I OR AFTER AUGUST 15 ADD 40 LB/ACRE RYE GRAIN , SIDE CORNER 25
•~S I?,S9 2~ t.S S 5. SEEDING DATES: ~ ~ 3. ALL CONSTRUCTION TO BE IN ACCORDANCE W?7N NGDOT AND NASN COON Date; BEST POSSIBLE tY SUBDIVISION 7-13-2005
~ t5 2 ao 33 S 1s FALL: AUG. 25-SEPT. 15 AUG. 20-OCT, 25 ORDINANCE STANDARDS.
I J 7. S 2 m,qZ S Dt sYs 'LATE WINTER: FEB. 15-MAR. 21 FEB.I-APR. 15 4, OWNER/DEVELOPER: FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS• OVERSEEDING EASTERN LOG SALES Job Home:
Z 3, (2 2 ~ t.S .S •2 , z T 0 0.0: ~ S rs' OF KOBE LESPEDEZA OVER FALL SEEDED FESCUE 'IS VERY EFFECTIVE, P,O. BOX 7723 WOMBLEBOUN4.DWG
S 0.6f .'fz It z.s az o.o~ ~,b't< S s SOIL AMENDMENTS: ROCKY MOUNT, N.G. 27804 APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 4,000 LB/ACRE PHONE [phone]
7 GROUND AGRICULTURAL LIME5TONE AND I,000LB?ACRE 10-10-10 FERTILIZER. 5, LINEAR FEET OF ROADWAY PROPOSE
r MULCH: D Scale: I~ARVEST DRIVE = 2,605.7 L,F. , APPLY 4,000 LB/ACRE GRAIN STRAW OF EQUIVALENT COVER OF ANOTHER SUITABLE CAVAAIAIAII , _ ~ _~nn lul
c, i O.crd .oz S MULCH, ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY-- aryI'MINHr+ wurci = D4D,VD L.r,
Z$ 11-2-11(-5111 -2 I-S 5 .o ~ ( 7 GZ0 3 .yII CANCRETE CRIMPING WITH A MULCH ANCHOR TOOL. A DISK WITH BLADES SET NEARLY STRIGHT HOB55 ROAD = 427,26 L.F. (V) ,.TE CAN BE USED AS A MULCH ANCHORING TOOL. SENECA ROAD = 513.13 L.F.
MONUMENT -NT MAINTENANCES JOQUILINE DRIVE =1,024.27 L.F.
TAKE-- REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR TWICE A YEAR BUT MOWING 15 NOT NECESSARY. RESEED 6. TOPOGRAPHIC INFORMATION BASED ON FIELD
JFS ON FOUND OUND ---_-Nb5'2q'42"N 340.21 MRS PLYER HEIRS Sheet No. LOCATIONS DATUM SCALED FROM USGS 2 HEIRS FERTILIZEr AND MULCH DAMAGE6 AREAS IMMEDIATELY,
A PIN # 380200324320 NO DEED FOUND '00324320 TOPO SHEET REDOAK 'OUND 7. TAX ID NUMBER 380200743191 ( 2
4 of

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LINE TYPE SOIL TYPE CPER N.C.D.O.T.] O O
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EXISTING R/W n, Q, ~ I ~ S.R. 1437 00 2 3
EXISTING CENTER LINE SEWER EASEMENT P B pG.`~ - _ _ EXISTING EDGE OF PAVEMENT ENCASEMENT PIPE ` rvwwv, WOOD LINE TO BE SDR 1418 OR 21 ~ ~ ~ Q ~ ~
Q t/J o
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P.V.C. PIPE, 3 6" PIPES PROPOSED RIGHT OF WAY , TAR/PAM TO BE BURIED 4' Q ~ 'y fY J
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~ 30 ~ d W ~ 30 a
Q U U ~ NEADWALL ' a~ ~ ~ ~ RAD•
~ po l 4 ~cL TO BE INSTALLED m R D. _ ~ _ _ _ ~ cn
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~ J PP RA , n n ' ~ 18 z ~ EA ~ SEWER 13+ 0 N a
I- ~ 3O' O i 20 12+00 0 +0 ~ ° a 10+00 ~
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W o RA DOUBLE 36 + , 5+00 6+00 HA VEST+~RNE R/W UBLIC 50 P DIVE ~
~ , c~pyrlyntp, zaa5
3~., ~ R.C.P. +DO aVILTEN ASSOaATES, P.A.
ofi the~eonten~t of th a documeei, a u~ E>'1 ENT W ER EAS c0oitioim or dsletione to thte document 20 SE
SUBDIVISION / ~ (CLASS IV) 0~ SEW~R~ 4+00 L - _ _ _ _ - - - - ` ` - _ In whole cr In part, without wdttan con- soot of awL1EK ASSOgAIES, P.A., is
ENTRANCE ~ ~ BASEMENT PROHIBITED.
SIGN J ~ INV. IN C~ I76.6~ -
EASEMENT. J /2 3 ' 44 L.F. ~
O ~ ~ ' i r- ~ i ~ ~ i , i ~
U ~ ~ ~ LOT 74 ~ ~ , ~ ~ ~ i ~ ~ i i i ~
~ ~ ~ ~ i i i~ ~ i i i~ i ~ ~
~ ~ LOT 73 ~ LOT 72 ~ ~ LOT 71 ~ LOT 70 ' , LOT 6q 0 ~ ~ LOT ~7 ~ L T 68 ~ 0 L T ~6 OT 6q ~ ~
~ ~ i i , , i i ~ ~ I I i ~
I ~ ' ~ i ~ ~ CPER N.C.D.O.T.J ~ ~ ~
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SEDER EASEMENT ~ ~ ~ o
NIGH POINT ELEV = 182.00 ENCASE>`1ENT PIPE ~ o ~ .
TONES 1 I DR 4 8 OR 21
LOW POINT ELEV = 180.55 NIGH POINT STA = 5+46.Sq q ~
LOW POINT STA = 2+21.66 PVI STA = 5+50 P.V,C. PIPE 3 ~ PIPES ~ ~
_ TO BE BURIED 4' ~
PVI STA = I+qO PVI ELEV = 182.Iq PVI STA = 6+g7.02 PVI STA - 8+00 +87.02 0 ~ ~
BELOW ROAD SURFACE. ~ h PVI ELEV = 17a.43 0
PVI ELEV = 180.00 A. D. _ -1.04 PVI ELEV = 181.40 181.40 ~ _ o~
A.D. = 3.56 K = 144.0 A.D. _ -2.3A A.D, - 1,22 ~ .34
N ^J K=82.10
K = 42.16 K = 35.00 0 ~
I q4 ~o
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176
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156
154
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152 TH
DATUM ELEV Approved by:
TH
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WOMBLBASE.DWG
)0 8+00 q+00 10+00 I 1 +00 12+00 13+00
r'--~-
HARVEST D /EST DRIVE PROFILE 1^=so' (H)
0
BASED ON FIELD I FIELD LOCATED ELEVATIONS acme:
O O BAR GRAPH 0-50' 0 2 2,5
LZl 50 0 25 50 100 200 5y0 Sheet No.
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O O
LINE TYPE
SOIL TYPE ~ I S.R. 1437 ao
EXISTINCa R/W ~ rn r ~ q m
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LOT 54 ~ Copyright®, 2005 I I ~ pNLTEIC ASSO¢IATES, P,A.
P.S.D.E~~i ~ i i ~i ------------J L L------ I i ~ All R(ghte Reeeryed. Reproduction a ux
30' RAD. 30' RAD. L - - - ~ V ~ of the content of thb document a _ - - - - - _ - - - - - addHions or deletions to this ~pument, - - - - - - - ' ~ ~ ~ ~ in whole a M part, without wrktan con-
INV. OUT C~ 168.x/8' R P li 30 RAD . LOT ~ 5q eeni of CML1E~( AS~CIAIES, P,A., b 35 RAD , PROt{~hp. 30 RAD ~
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~ 30' AD: 23 ~ 2
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158 158
56 15~ I Drawn by:
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154 .154 Approved by.
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152 152 Date:
7-7-2005
DATUM ELEV N N N _ cv cv m m
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BAR6RAPN1'.ea HARVEST DRIVE PROFILE
-I LE Sheet No.
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6 of 12

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LINE TYPE O
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EXISTING WW S.R. 1437 ~ o0
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> 3 , ~ ' RAD. PROHIBIIED.LIEK ASSOGATES, P.A„ Is
~ ~ i ~ ' I
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3d'*°' I +00 2+00 3+00 3+00 4+DO 5+00
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NIGH POINT STA = 2+37.7 PVI STA = 2+2q.g7 N ~ 2+37.7 23
~ ~
~.q7 ~ 0
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PVI ELEV = 167.g7 .q7
A.D. _ -3.29
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I
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168
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164 o _ .N
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154
152
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I~ C~ `9 I~ d- ~4 `4 tP ~ ~9 `9 `9 `9 ~ `9 Approved by:
_s .9 -s .9 _.9 _~9 _`9 ~S1 _`9 TH
0+00 I+00 2+00 3+00 + 4+00 5+00 Date: 3 00
8-3-2005
Job name:
WOMBLBASE.DWG
Scale:
1'r=50r ~H)
~ SAVANNAH COURT PF JRT PROFILE
:)CATED ELEVATIONS
BAR GRAPH I8.50' BASED ON FIELD LOCATE[ Sheet No.
m o xi eo wo xao
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7 of 12

LINE TYPE N
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i i i i i ~ GwL1EK ASSOCIATES, P.A, ~ ~ ~ ~ All Rights Reserved. Reproduction a use
J D~7 ~O ~ ~ i i i i o} the contapt of th(s documen4 a - - - - - - - - - - - - - - ~ \ \ adMhtionsa foal vii without writte mcnn
C I ~ ~ N p o \ sent o} CIV1LiEK ASSOCIATES, P.A., is \ PROHIBITED.
5' \ 2 RAD.
~ 30' RAD.
A ~ + I+00 2+00 3+00
4+00 + 0 DO 20 P.S.D.E.
J 3.
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I-IIGN POINT ELEV = 170.60 O
NIGH POINT STA = 1+44.52
PVI STA = 1+50
PVI ELEV = 170.72
A. D. _ -1.26
K = 56.33
o ~ 75.00' V&
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172 170 fA C
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DATUM ELEV ~ 56 Drawn by:
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155.00 ~n~ p~ com ro r~ coN c!J Cp ~ t(J 1.() Approved by: N
• TH ~ ~
~`9 O~ O~ =9~ .9~ ~9~ ~9~ ~ ~ ~ ~ ~9 ~ ~ ~9 Date:. ~ ~
8-03-2005
0+00 I+00 2+00 3+00 4+00 ~+00 Job name:
WOMBLBASE.DWG
NOBBS ROAD PROFILE FILE
~~~te.
~ BASED ON FIELD LOCATED ELEV~
(H)
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LINE TYPE O
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NTS f~ Z V~ V7 w
C Q W
'j~ Z d m ~ O
~ 2
3 Q C7 N W Z
N ~ O ~
t0 {n
i
~ ~ i
I I CaPyri9ht®, 2005 I OINI.TEK ASSOCIATES, P.A.
I I All Rights Reserved. Reproduction a use I of the contact of this doament, w
~ r ~ ~ % I~ LOT 36 ~i i , ~i 4ddittons or deletbns to this document, I I I in whde or in pat, without written con-
i I I I PROHIBITED.LIEK ASSOCATES, P.A., to I I I
~ X ~ ~ LOT 37 ~ I LOT 38 I
~ ~ i i i I ~ I
I
~ ~ ~ i) i ` IS" R.C.P. ~ ~~----------J (CLASS I V )
~ 3 U 30' Cd I.00 LoT 3~
~ ~ m p RAD.INV. IN C~ 172.83' 25~
5' A ~ 2 R D.
~ 5/ L.F. ~ ~ ~ N o ~
S.D.E. ti 20 P.
J ~ 0+00 I+0 S NEC~C+RSAD 3+00-- + 0 _ ~ _ +00 ~ ~ ~
~ , o h,,
_ _ ~ .R+ o N ~ 4+27.2 ti
~T -p Q ~ ( 50' PUBLIC R/W ) ~ ~ ~ q~
1~ ~ ~
20' WIDE 30 R i~30'RAD. 35 J
35 RAD. ~ ~ ~ ~ o
SEWER ESMT. _°o INV. OUT C~ 172. 7'
1 SEE PAGE 5 ~ ; i LOT 40 0
FOR PIPE ~ --L-~ ~ r-----------i r-- INFORMATION. i ~ ~ ~
I ~i N N
I I ~ r ~ I i I I
~ i LOT 43 ; ; LOT 42 LOT 41 I i ~ ~ I ~ o
i i i i i i I i I ? ~ I ~ d~
i i , i i i i , i i I I I I I I
I I i I ~
~ I ~ I I I ~ ~
I ~ I I ~ I i ~
O
NIGH POINT ELEV 175.37
NIC,4-I POINT STA = I+20.75
PVI STA = 1+2q.71
PVI ELEV = 175.53
A.D. _ -1.33
K = 75.22
100.00' VC
~ ~ r ~
~ ~ ~ -
+ r + r
ISO ° -
178
0 N
17~ .j
tU
IS" RCP ~~q D
(CLASS IV)
CROSSING 172.55 172
STATION 0+22.00170
u
168 ~ r
e,
I~~
164
162 Drawn by:
TH
DATUM ELEV Approved by:
160.00 v~ ~o ~nm .9m ~o~ w~ ~ N CO TH
~ ~ ~ ,
r~ rr r~ r ~ L~ m Date: m r h r 7-11-2005
r _r r
Job name:
0+00 I+00 2+00 3+00 3+OD 4+00 WOMBLBASE.DWG
Scale:
1 "=50' (H)
O 1"=5' (V)
Oa~g BAR GRAPH I.-~' Z. SENECA ROAD PROFILE
Sheet No.
~r@~g~o 50 25 100 200 BASED ON FIELD LOCATED ELEVAT ELEVATIONS
of 12

O O
LINE TYPE
. SOIL TYPE C ~ S.R. 137 ap
EXISTING. R/W rn ~
~ q ~ ~ m ~ ~ o
EXISTING CENTER LINE ~ ~ N
. - EXISTING EDGE OF PAVEMENT w z ~ ~n ~z o N
,~-rv~-.tip WOOD LINE SI~"~ 4 Q ~ N
~ ~
PROPOSED RIGHT OF WAY ~I ~ lO ~ ~ I I I I ~ I ~ ~ I ~ I ~ .a
I I I i ~ H~ULA~I ~ I I I I I I I a
~ ~ i LOT 31 I I I I I I I I N N I I I I I I I I n` O
~ ~ ~ ~ ~ I I t i W~~~ i I I I ! C w~
I I I I I I I w N
~1~ ' ' LOT 30 ' ' LOT 2q I I I I i I I I c ~ I LOT 27 f I I I a te.
i ' i i . i ~ LOT 28 I I! I I _ U LOT 26 I I I r , I
I i ~ i i i i i i i I i LOT 25 I ~s ~ ~ I , I , , m ~
L ~ 30' RAD. I I I I I I LOT 24 c Q I I I I I Z W
i t ( I I I ~ ~ r1 I I I I i I I ~ m O
F- I I I I I I I ~ ~ ~ 2
-------J I I i I ~ ~ 3 d
o r ; I II ~ --J -----J L-- I ~ ~ N w~ I z
-rn p I S SIGN ~ ~ N ~ ~ 1 O ~ ~ ~ to ~
~ /
-p ~ ~ ENTRANC ~ ~
tp (77 O ? I SIGN ACQUELINE DRIVE r~p~ EV ~ n ~ i ~ J r30' RAD. 50' J PU~L C R/
W ~ LOT 23 ~p~ght®, ~ gYll.tp( ASSOCIATES, P.A.
~ ~ All Rights Reserved. Reproduction or use ~ of the content of thb document, or C edditiona or deletlona to this doWment,
i ~ In whole a In part, wRhout written con- N 5 A D ~ soot of CINUEK ASSDClATES, P.A, la
2 R • \ PROHIBITED.
~ N ~ ~ ~ I I 10'x70'
3 ~ ~0
N ~A i I ~r (TYP.)
~ f
0 ~ ~
~ ~ i ~
~ ~ I ~ I ~ I I I ~ ~ I ~ I I ~ r------__ 35 RAD. 3
~ I ~ I ~ _ 5 I , r , r l I 1
~ ~ ~PP LOT 14 i ' LOT 15 I I I I I I 4) ~1
~ i ~ i , ~ ~ ~ LOT I , ~ LOT 17 i r-_ N ~ v I I I i I i ~ -
i I I ~ r I I I i~ ~ ~
I I LOT I S I I I ~ ~ o I I LOT l q , I ~ ~ ~ I I \ ~ o ~ i
~ , . , ~ ~ , ~ 1 I ~ ~ ~ ~ I ~ q ~
~ , ~ I I I I I LOT 20 ~ U LOT 22 i I I I I ~ ~
I I ? ~ ~
I ~ i I I I I ~ a \ \ o~
~ I I ~ ~ I i i \ h~ LOT 21 o
a ~ ? ~ I I \ \ 0~
I \ ~ \ ~ o,
NI N oINT ~~FV = lga.4~ N N G P ~
\ \ ~ ,V 'IJ ~ \ fJ
N 11-I OI NT STA = 5+52.42 \ ~ ~ G P ~
_ ~ PVI STA - 6+43.70 ~ o
~o
PVI ELEV Igq.03
~
PVI STA = 2+30 A.D. --(0.34 ~
PVI ELEV = ig6.71 0 K = 35.00
~ o
A.D. _ -O.ql
I 221.86 VG -
K = 164.84 150.00' VC ~ m o ~ ~ m ~ ' + ~ -
. ~
PVI STA = 8+7q • 13 N
m =
~ PVI ELEV 185.43
~ A•D. = 3.82
w N
~ N K = 3q•28 ~ U
~ ~ w EXISTING GROUND Iq8 U
200
Iq6 _ _
Iq4
Iq2 ~ N C
\ 0 N
Iq0
188
186
184 0
182
o , s
~p
80
178
Drawn by
176 TH
Approved by:
174 TH
Date:
172 8-3-2005
DATUM ELEV
~ - d" O 'Ct 6~ ~9 ctJ I~ Job name: ~n r^ o mo .m .m .o .o
170.00 mm `Co -r acv '~r `rm -s 's'ue cv ~ ~ ~ N N WOMBLEROAD1.DWG
~ ~r ~ ~ r ~n m ~ ~ ~ ~ N ~o
Scale:
~+00 7+DO 1 so
VfiVV I TVV LTVV ..1 i VV vv v •
0 JE DRIVE PROFILE
JACQUELINE DRI1 EAR GRAPH 1550
r ZZ. ~Q 00 0 2ts 00 too 200 BASED ON FIELD LOG/ D LOCATED ELEVATIONS Sheet :No.
G yp l~ 10 f 12
h

4
~
O
NOTE: ~
ADDITIONAL RM! MAY BE I i I REQUIRED TO ACCOMODATE I W I c 00
I TAPERS, TURN LANES, AND I I ~ ~ ~ ~t
MEDIAN ISLANDS. I ' I I i I 0
I i i I i I D N
_ I i - ~ u7 0 N
I i I I i I - _ N
I i I I I I _ _ ' ~y ?
i I 50'TAPER I I I (REQUIRED FOR W 50' TAPER v- I ~ (REQUIRED FOR W LE55 THAN 26') 0~ ~ j]
I i I
~o' I i I I ~ I
50' i I i P N W ~ ~ ~ C W ~
RIGHT OF WAY R=30' I 30'iMIN. ( R=30' - ~ W
~ l i I i I 51 8 20 6' G' I ~ I . SHOULDER ASPHALT SHOULDE ~ SIGHT TRIANGLE ~ ~ N (TYP•) ~ ~ ~
DItGH ~x J ~ f' RAY _ ~ v-d ~ U
I/4 /FT I/q"/FT I I„/FT 1 /I' R-30 I R=30
T P~ i OQE ~~1 gL~ stop ' ~ ~ ~ P"'4 Q tzi
9~ X i EDGE OF PAVFMEM ~ EDGE C I a. Z d ~
i i EDGE OF PAVEMENT ~ 5 ~ ~ I ~ ~O
_._._._._.-._._._~.-.-..._.-._.-.-'---._._.-.-.-.-.-._.-._._._..l_..._._..._._._._._.-.~_._._._._.~_._._._.-.. 25 R ~ N = I ~n Q
6" 2" REQUIRED E705TING ROAD W ~ Z_ s
S.F, 9,5 A EDGE OF PAVEMENT EDGE 0 EDGE OP PAVEMENT N CC
~ ~ - _ _ - - 20 ~ to
RESIDENTIA CO I~ ELECTOR 0 15
R AD
" STO P Copyright Q , 2004 CIHLTEN ASSOgATES, P.A.
CONDITIO X T RAIN R MAX. SLOPE LEVEL 2:1 - - - All Ri9hb Reserved. Reproduction or we +i of the Content of this document, or
ROLLING 2:1 oddltlona or deletions to Ihls document, In whde or In part, without erllten aon-
HILLY I-I/ : 2 I MME LADED ROAD C F 0 ICI C'1"I ON Bent of CIU~ITEH ASSOCU'ES, P.A., le ! 0 N PROHIBITED.
WIT HI NTERIO
R IS AND I
. G 50 5
R/W . 4 47
, f-
50' 6' I r: 5 - I;,
V _ . _ - _ _ _ t~. _ F
P A I SLOE S REQU RED
3 r
3'~ ~ ~ , _ o
~
~ ~ ~ ` N t-
~ ~ 5Y1'1METRICAL CUL-DE-SAC
NO CURB AND GUTTER Q ~ 't
Sl(orl T'S 3E L~'I~t'tJ OLt~ 5 tD ~ ~ ~
~~~"j5~ t~~u7 ATi51v;E' ID~tc.7o~ Srb#•'~' i ~IAi~tG?t,,,E • VARIABLE AS DIRECTED BY THE ENGINEER ~ ~
(6' MAX.) _ . E•EC-OR WC _ _ - rS'~
z ? w FILT~t FABRIC 'Q I''
WOVEN FILTER FABRIC , X TERRAIN MAX. SLOPE ~ ~ ) e v. a pQ 1~
s LEVEL y,~ ~ e 5~ o ~ ql,
n ROLLING 2d o ~ HILLY I-I/2~1 p W N ~ _ ~ o w s' fdl C
TOP OF BERM 2 ?nN 1' FREEBOARD MIN, ~ ~ ~ ) ~ ` W
r------- NOTES; O p - I I ANCHOR SKIRT 1' MIN, D w
L_______ 1, RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THEE n iv OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE ^H SEDIMENT STORAGE ~ t.
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIP DIAMETER OR IN LIEU OF BURT ~ ~ M M OF S DIM 12" 5 WASHED NE ~ a ~ ~E5 wA.HEO STOP ~ u E CLEAN OUT STAKE ~ ~ / C ;
CULVERT HEIGHT. E ~j e N R I NATCC• 1, FlLTER FABRIC FENCE SHALL BE A MINIMUM OF 32' IN WIDTH AND CO CT C N ASIN OVER TURNDOWN ~E ® g ~1 ~ ~ • WHEN THIS L L REACH D ~I
1. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SHALL HAVE A MINIMUM Of 6 UNE WIRES WTtH 12' STAY SPACING, AND N N ~ ~ 0... ACING, ~ V ~ f
SURFACE OF THE RECEMNG CHANNEL THE AREA TO BE PAVED OR RIPRAPP 2, WOVEN FILTER FABRIC BE USED WHERE SILT FENC I T t10~ SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE F E S 0 REMAN MNN f/;
rutu"a. cube SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEMNG CHANNEL, THE OR A PERIOD OF MORE THAN 30 DAYS, MiRIP RAP M APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE IP RAP
H Ir SELF-FASTENER ANGLE STEEL TYPE. 3. THE w1DTH OF THE END OF THE APRON SHALT. BE EQUAL TO THE BOTTOM - STEEL POST SECTION THRQ~GH BASIN AND FILTER 6'
WIDTH OF THE RECEMNG CHANNEL. MAXMUM TAPER TO RECEMNG CHANNEL : EN SILT FENCE ~ k 4, WASHED STONE SHALL BE USED TO BURY SKIRT WH z -i ~
4" ~5 WASHED STONE IS USED ADJACENT TO A CHANNEL, CREEK OR POND. - ' 4• ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95x OR GREATER. 5 ~ ~ LAYER OF FILTER FABRIC TURN SILT FENCE UP SLOPE AT ENDS. ENCE ~ LTER FABRIC - . - - - e ~ Q4.. _ i_ I 1
- 5. THE PLACING OF Flll, EITHER 100SE OR COMPACTED W THE RECEMNG - 6, WHEN FABRIC IS USED WITH WI ' ~ ~ o ~ / e ~ ~ ' ~ ,SILT FENCE
NOTE: MINIMUM H=2/3 CHANNEL SHALL NOT BE ALLOWED. RE MEsH 8 CENTERED P05TS MAY BE U SE. PIPE DIAMETER ' MAY BE USE. e ~ I AR RIP PAPW P L 10 MIN. C
6. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON Wlll ~ x SIDE~Of S ILL A LASg 1 OR 2 / 3 -r RIP RAP / IP RAP APRON r
BE PERMITTED. MAINTFNAN . NOTF4 1, FlLTER BARRIERS S HALL BE INSPECTED BY THE FlNANCIALI.Y / e / ER ANCHOR SKIRT fi" ~ ~ _
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
RWNFALL AND AT LEAST DAILY DURING PROLONGED RAINFAU:; RIPRAP APRdN ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. OTC ~::.';,,',c.T•,~~r'.^ r . ti~ 5 WASHED ST N
SILT FENCE ^~^r ~
AT PIPE OUTLETS 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO TH OF THE EXPECTED USABLE LIFE AND THE BARRIE E END i0R TO THE END TO U~AITS Q~0~~~p~C t~g~ ;C DIStURB~ EA t
FABRIC SHALL BE REPLACED PROMP R STILL IS NECESSARY, THE TLY.-_ _ ESSARY, THE
Maintenance Ins 3, SEDIM pest nprap ou et structures after heavy rains to see if any emsion azouad a N ENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT FE CE SHOULD BE REPLACED. THEY MUST BE REMOVED WHEN DEPOSIT'S REACF EVENT OR SILT
below the riprap has taken place or Tf stones have been dislodged, tmmediatel AP make all needed re y PROX, HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSIT'S REMAINi DEPOSITS REACH ELEVATION OF BERM AND FILTER
pans to prevent further damage. PLACE AFTER THE SILT FENCE IS REMOVED SH DEPOSITS REMAINING IN TO CONFORM
TO THE EXISTING GRADE P ALL BE DRESSED TO CONFORM REPARED AND SEEDED,
M - Mainten anee Cheek sedimentbasinsafterperiodsofsi ificantr
VARIABLE AS DIRECTED BY THE ENGINEER More the basin ~ i gn unoff. Remove sedimentand f Is ongmal dimensions when sedimentaccumulates toone-
(6' MAX.) TEEL OR W000 POST half the deli de I gn P~
i ~ FlLTER FABRIC
~ ~ ~ Q~ Check the embankment, spillwa s, and outle c Y t for erosion damage, and inspect o. the embat~nentforpi in andseule 'N
WOVEN FILTER FABRIC ~ ~ m ~ 5V0 P g menL Make all necessaryrepairs immedi- ately. Remove all trash and other debris from the riser and pool area. ~
_ o ~ o w a
o - - 0
3 ~
0 o CHOR SKIRT 6" MINIMUM I I -
~ a IN LIEU OF BURYING SKIRT 6" F 0 50~ MIN,
~5 WASHED STONE MAY BE USED PUBLIC STREET
t; I F H~, 8 - M OVER TURNDOWN. _ •
~ / 2 2 WOVEN FILTER FABRIC BE USED WHERE SILT FENCE LS TO REMAIN a. ~ E)pST1N UND z
FOR APERIOD OF MORE THAN 30 DAYS. ~ , - >v J ~ ~ , _ ~N ~TAiH 16'iAT10N F,~pI ' , ~E S WASHED 3TON p E d
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE _ ~-STEEL POST ~ f'~~• , • . CRITICAL POINTS - - B 50~ MIN. y
SELF-FASTENER ANGLE STEEL TYPE. . z~ FlT e A OVERLAPS AND SEAMS
4• WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT FENCE ~ L ER FABRIC ' • ~ IS USED ADJACENT TO A CHANNEL, CREEK OR POND. F. r B. PROJECTED WATER LINE ~ „ ,
R ~ Q ~ r 5• TURN SILT FENCE UP SLOPE AT ENDS. ~ ~ ' S~~ , , ~ ~ r 3 / ~ C. CHANNEL BOTTOM/SIDE B w ~ SLOPE VERTIC ~ ~ ES z ~
o ~ • ~r 1 • N / 6, WHEN FABRIC is USED WITH WIRE MESH B CENTERED POST'S MAY BE USE. F\ 6 r :s':::. ~ . { ~ t Drown b,r,
.:'%r. r, ~ _ r DO V
~ J 1 rD ~ _ _ ~ APProved by:
MNNTENANOE NOTES: 1, FILTER BARRIERS SHALL BE INSPECTED BY THE FI ADICHOR SKIRT 6" MINIMUM ~ RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH <~:f~~~:~. ~~r~~<i;'~` - a I ' ' NOTE; HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE NOTES; ~
RAINFA AN EAST D LY DURING PROLONGED RAINF ALL CRITICAL POINTS ALONG THE CHANNEL SURFACE,
AN I - YRPA E R NE H S EDED S ALL B M IMM AD T E E IA ED E Y. L - - - 1. A STABILIZED ENTRANCE P w Date: °r.. ~ - e' AD OF ~5 ASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE ~q•Q - - - REFER TO GENERAL STAPLE PATTERN GUIDE FOR TRAFFI WI 'C t
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRI ;:><};nr>::Y:•;'•{{: ;'.p:?:•i:•;:., ;i'S ~'4':t'•'t ~'il;.; ,};>%i OR TO THE END C LL ENTER OR LEAVE THE CONSTRUC110N SITE ONTO A PUBLIC STREET, CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS,
F TH 0 XP T E E EC ED U IF SA8 AN TH LE L I E D E A B RR R S11 E IS LL N E CES SARY TH E • FABRIC SHALL BE REPLACED PROMPTLY. 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE F R 7 0 THE CONSTRUCTION ENTRANCE, Job name:
3, SEDIMENT DEPOSffS SHOULD BE REMOVED AFTER EACH STORM EV NT E OR SILT B 3. THE ENTRANCE SHALL AINT BEM AJNED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT DETAILDWG ONTO PUBLIC STREETS OR EXISTING PAVEMENT... THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
FENCE SHOULD BE REPLACED. THEY MUST BE REMOVED WHEN DEPOSITS REACH 4 4 STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
APPROX, HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN C, _4 PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
a e.i~ Aerrlb eCrF~ r-.~r-u Ir7tllA( 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS Mt1ST RF RF~tnv~n Iruha~nlercly c,.,,l~.
TO THE EXISTING GRADE, PREPARED AND SEEDED. > "VII 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. MEN DETAILS (H)
~VEt~T orgoo t-D SE rcoAi dR WASHING IS REWIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE.
2' ~0 DAmAa NOT TO SCALE ~ pAmAI,,, E' p,~E ~?b tilf SSArd ( ) AtG
DITCH LINING DETAIL tj 4k T I L, P %4 StTe 15 (3A 4I z&A
TEMPORARY SILT FENCE CONSTRUCTION STABILIZED ENTRANCE :Sheet No.
I ' UN-CUL F/NA I. AMA T A4.&-7Wi7` N PG4 CtF.
C o

O
O N
_ _
rn ~ " ~
~ ~
o _ _ _ N
_ _ _ ~ in _ N
~0 v
N
.t~
N TOP ELEVATION OF 5TORMWATER N
5 1 _ - ~ t- ~ ot)
57 WASHED t ~ ~ ~ . MAIG ~ ~ i.eJ
STONE 1 ~ ~ ~ N
rn ~ 0 ~ P"~ ~ U
_ I EXISTING SLOPE _ _ ~ = Z
DRAINAGE AREA YVEIR LENGTHI (n (ACRES)• (FT) CUSS 1 RIP-RAP FlLTER FABRIC . ~ Q
~i 1 4.0 VARI ~ Z 0-
2 8.0 ~ p
Level Spreader (not to scale) 3 B.0 ~ 2 _ _ 3 ~ 4 ~ 10A ~ Q
5 12.0 w C~
~u~al~ MKI+I+A•I4dA~. 1 _ . _ ~1~.E~Y1,~Jdt z DIMENSIONS SHOWN ARE MINIMUM cv ~
Vegetated ~„^'yM.~l~,~~n~ ;,;:;.M~;~•'a"•~•' '.Transition O o_ EXISTING SLOPES ~ ;I~IE:. cC ~
. P ,.•,n,~...• dtuerston ,•kY ~ toOgrade
HEIGHT do WIDTH DEII:RIdINED 8Y
EXISTING TOPOGRAPHY AND sew
. r r1~1 MII. U X111 wY W ul M. J _ SEDItrfENT STORAGE REQUIRED. CapyrlghiQ, sooa _ _ _ _ _ _ _ _ _ CMLTEK ASSOCATES, P.A. _ VARIES---- - - - All Rights Reserved. Reproduc fon a ties
•.yjl,'~p ~'-1 ~,r.~ M' • \.d'~i--' Jr~ ~~..y..~ ,~,w' 14 \U KEY RIP RAP INTO 1HE DAM of the content a~ tnb document, or
`i~,,, a?~• ,1 Stabthzed d.~,,,,\„~•• gyp, ,,1.. , r• l ~ / ~~.f1•' \ 1~ , . FOR STABILIZA110N. i d w~noia m'°pa~i,° win W i~ „;nip c sent of CIVILTEK ASSOCIATES, P.A, ie
,i,, ""'y.. ,a~ ~ .wt• / ~~v,. slope \ PROHIEfITED. 8.-1e
Stable a. ~ ~`t'4 au ,a.' ,Y
undisturbed „ t4 .II~.~~w ~ i~, ,.i.. ' , ,a„ 1M1` 141 L ~ti. ~ „tl.. , outlet ~i 1 ,i, ,~;:.r; ,.,ti.,.,,.;; •.r' KEYED RIP RAP
ril Jig.. ^l•• ~1. I' I~fi Wi. ` \r' `-I~ 11~.. 1i11.. tIP ~ / 1\t ~1.. M ,III li, \dl ~ ~
wi" X57 WASHEO STONE.
~ 4•I'.. ,1..,. 1 nil. X11 1 ~ ~ dtl' il,,
Nu'
F Figure 1i.40a level spreader is designed to disperse small volumes of concentrated flow across sta open DATE REVt3 E~SAN - - - ~
DATE D8 ~ RIPT1 ~ G SLOPE O
fe Nd ~ ~ ~ ~ wxa STEP SEQUENCE ~ k~ wAr cruwr t~
Grade-The grade of the last 20 feet of the diversic channe ;al d provide ~ ~ .r
asmooth transition firm channel grade to level at the s, 'er.' ;rode of the a ~
spreader should be 096. a~
. hh.
Spreader Gp--Conswct the level lip on undisturbed so unii eight and
zero grade over the length of the spreader, Protect it wit n er; -resistant maoerial, such as fiberglass matting, to prevent erosion an ;low anon to ~
become established. Maintenance Inspect check dams-and channels for damage after each ivnoff event. 3 U' O
n ' i er ce and de sition above the check dam and erosion from A tic pate subm gen po ~ ~
Ontlet area-The outlet disposal area must be general~~ sm. and hi h flaws around the ed es of the dam. Correct all damage immediately. If g g ~
well•vegetated with a maximum slope of 10%. 'v ri liner in that ~ si nificant erosion occurs between dams, install a protecU e prep ~ ) t , g l?~~
' r -lined and Paved Channels . portion of the channel (Practice 6.31, Rip ap ) ~ J ~
Vegetate all disturbed areas, ~ ~ J Remove sediment accumulated behind the dams as needed to pre ent damage ~ _
to channel ve station, allow the channel to drain through the stone check dam, J ~ C~ g dam. Add scones rA ~ fJ
Construction 1. The martin should be a minimum of 4 ft wi 8 de extending 6 inches over and prevent large flows from carrying sediment over die
Specifications hp ~ buried 6 inches deep io a vertical trench on the lower edge: The upp: damsas needed io maintaiu~esign-height andrxoss-section.- . _ - _ _ _ _ _ _ _ _ _ _
edge should butt agair?4t smoothly cut sod and be securely held in place witi. dosely spaced heavy duty wire staples at least 12 inches long. O . ~ , V,

2, Ensure that the spreader lip is level far uniform spreading of storm runoff, _ ~ UPS1REAl1 END OF ti
. STORM GRAIN
3, Construct the level spreader on undisturbed soil (not on fill), ovERFLOw
4• Construct a 2O-ft transition section from the diversion channel to blend smoothly to the width and depth of the spreader. ' ~ 1 3 PIPE ,
. OIA6IETER ? D ~ ,D
• ~ '
6.40.2 _ - - _ _ _
-~.'"y i
BURY BOTTOM OF PLYlIf000 -
I
. _ _ _ _ _ .J,~,~~ ~
NOTE: , 3/4 EXTERIOR NOTE: ALL PARTIALLY COMPLETED STORM GRAINS ~ pI,YYY00D
SHALL BE PR01EC1ED AT TffE ENO OF
I EACH DAY IN ACCORDANCE W11H THESE
DETAILS. sTEa FENCE PLYWOOD INLET PROTECTlO PosT (Tw.)
Practice Standards and Specif cations UPSTREALI END OF OVERFLOW
STORM DRAIN
II
I N. It
Cross Section II , II II , ~ _N • II u ~ ' _ I/3 .PIPE _ _ _ _ .
_ I I~ II . - ~ ? - DIAt?IEIER o
u u u D. 'v, •e ~D: u ~ ~ >
Material Variable stapled in ' /A I N
place ~ _ ~ WASHED STONE flLTER • ' D ' "i
ACROSS PIPE INLET ° ~ - I
min I I ~ I - -t
_ tug I I _ - i - - ~i1_J111 III - I .J _ I - _ -'ll _ i ~ = I
I Il II u, _ I I^ 111_ Leve p - _ I II I I - I I -III I _ of spreader - rll ~ =III I1= 1 ti II
i ~ I =1111 II I I hl~ _ ! RED HARDWARE CLOTH I) . REVISIONS U
t =.1111. = l - ?~I I Buried = =111 = I e ' U U U
_ II ~ _I I l 6• mm
Figure 6.40b Dwil of level spreader cross section.
i. Disperse runoff from the spreader across a properly stabilized slope not to exceed 1096. Make sure the slope is sufficiently smooth to keep flow from con- Drawn b ; Y
cenaating. ' ~ TH
6. Immediately after its construction, appropriately seed and mulch the entire M~~~ t~ ~U~~T Approved by: 0 ~{~C(~ Ate- EA~L'M ~I~f'[~~~l((CLe TH
disttubed area of the spreader, T (C_ kt1C'T'!Or(I !I~ {~C~ ~t 1~~
Date: . ~•Os s~ ~ .
Mai ntenanee Inspect level spreaders after every rainfall until vegetation is established, and
promptly make needed repairs, After the area has been stabilized, make peri- Job name:
odicinspectionsand keep vegetation in a healthy, vigorous condition. T,C. HIGH
References Surface Stabilization
6.10, Temporary Seeding Scale:
F 11 PPrmanPnt CMdino f1FTAll S lHl
NOT TO SCALE `P
Runoff Control Measures 04b
K~ 6.20, Temporary Diversions
6.21, Permanent Diversions
Sheet No.
P
n( Z
WNW

1` ~2
ISS • IRON STAKE SET v.~~.,w WOOD LINE EIS a EXISTING IRON STAKE
PK5 ~ PK NAIL SET PROPOSED RIGHT OF WAY O
EPK ® EXISTING PK NAIL PP ~0.~ POWER POLE EXISTING RIGHT OF WAY O
R/W RIGHT OF WAY C I
RRS • RAILROAD SPIKE SET PROPOSED EDGE OF PAVEMENT ERR o EX.RAILROAD SPIKE S.R. 1437 rn 00
NL5 ~ NAIL SET EXISTING EDGE OF PAVEMENT ~ r ~n Q m
ONE OVERHEAD ELECTRIC m ~ p n ~ N
CP ~ CAMPUTED POINT BUILDING SETBACK LINE MOH, o GRID MONUMENT w Z c ~
CMP CORRUGATED METAL PIPE CL - - - DRAINAGE FEATURE ~z 51 TE qi v,
PFD ®PHONE PEDISTAL P ~ Q~ ~ >
SOIL DELINEATION LINE 'v
~ B~ULAN ~
' ~ SUBDIVISION P 1 ig5~`"'e'-. ENTRANCE SIGN EXISTING ~ N
IRON - _ ~ EASEMENT. 30 RCP PP PIPE li ~ ~ f~ H ~ W ~
FOUND ; 5j P _ PP ~ C W ~ WEST BEULAH ROAD ~ ~ N
CONTROL " ~ pHE - _ - 2 _ _ _ , _ CORNER I ~ _ _ ~ _ - ~ ~ S.R, ig32 ~ _ ~ S ~ F- 60' PUBLIC R/W) ~ 0
v 1 4 - ' _ 38 ' - ' - - _ ~ to - _ _ _ \ v a
1 '1 48 075 ~•li ~a, \ 120 ; S ~ i n'- , , ~ / 125 , -~'807i1 E
sq, ft. I - is r- \ 125 1125' - - ~ _ TAR/PAM 1.10 Ac• ~ / - ! ~ - _ _ _ _ EXISTING Q.
BUFFER ~ • IMPACT ~ - --a-----__-~ !25' r-- _ _ 125' - - _ _ - _ ` " - - - - \ 18" RCP _ . ~ C Q W 125' / R/W ~
,.n + ~ ~ i ' ~ I ~ r PP _ 04.1E .._.125!.--R~- _.----i - I m ~ O -125_.._. + _ _ ~ t!1 =
I r I I I ~ ~ - ~F v 3 1 I I PP -125_ T - - _ _ CL _ - _..-625! ~ Q I---------__~ 125'_.. 'f'---_ ~ V1 W ~
I ~~q + ~ ~ 2-36" 69 184 I i 43 973 +1 i i \ ' I ~ I RCP t I O r r r---________ _ ---._I~ _ _ Z ~ , r---_-__" - -135'_. - - -
f• r ft. I ~ I r to ~ 1 I ` \ I I sW I I , I I 5 I I I I I I I O I ~ LOT ® I I A , , LOO Ac. I , 55,b1I I ~ 31,179 , , I I I i ' ' r` ~ -
' ' r I\ , I I , ft. ~ 31 179 I 1 J 1 38,413 sq, ft. I I r~ ~ 4 I . - , , sq, ft. I Qi •I o•'I f I - 31 179 li 0.88 Acres I i I q~ , ~ ~ I 1.27 Ac. I ~ I \ Vii sq, ft. ~ ~ s ~ ft• ® + I~ i+ i i I I I r--- PP I I O~ r ' O I I I , i \.i i ' r---------- _ I I 3" O V1
~ LOT 14 I ~ , ~ ' I i i I I I ~-p I h ~79~~ d 31,179 i- I I , Q I , , ~ , I I , r------____- ~ PI ' s 311 8 + r r , r I ' ' + i , ~ NN~•~ v~ aft, I a; ~ 5 ~ - ~ 1 I + ~ I • - • ' • ~ ~ w
I 1 I' . A I \ I , .1L~.il~r~ I v. ~ i ~f P.B. 17 PG. 274 I a , s0 I .y I I ~ ~ I/ , , , ~ ~ 7 ' ~ s ft, I o•'~ 3,141 + + , •r , - _.t- ( ; + ~ ~ EXISTING ~ r+ Ni a I d'I sG+ ft, I ~ 31,162 I _ ' , 1 I ( , + + l i ~ I ~ 15 RGP I , i 0.71 Ac. i 70. I Ac. i `h sqr ft, i a i 31J 179 I-J 3) 175 ' i i ~ i t
N PIN # 380200544133 ~ I ; ~ I ~ ~ . ' PHASE i I I , ~ ZONE A-i , - . FI` • , ~I I I I I I , I + i i r I N ~ ft. + 6+ ~ i_ i 13 I covxl9ht©> 2005 + + + I I I , 70• I Ac' ( ~ ~qr , ~ s9. ft. + 0'i 12 r , aV1LTEN ASSOCIATES, P.A.
, ~ I N I I I I I ~ i I ~ I I + , + , ~ i ~ I 0'I 35,623 i I I All Righta Reserved. Reproduction a use I I + + ~ ~ I + + I + v. r , + 31,175 + V1 g~ ft. I ~I I I or the content or title document or
I , PHASE I N I addkbns a deletlona to this document, I I j ~ ' ' ~ ~ I I j I ' ~ ft• I ~ 0.81 Ac. I '~I In whole or nr art, without writian con- sent of CINLTEK ASSOCIATES, P•A., is
I I~ I • I I I ~ -~---J L-_ t I ~ ~pi I ` ' ~ i\ I I 1251 \ _ I LOT 1~ I _ I I • I I , + I + I I ~ PROHIBITED. L_______-___~ ' ' + + I + I I I I ' I L_-----------~ ' I ' I I I
~ i 34 091 ft. i ~ d' ' I ,I I i ~ 125' 125' 1, r_ i ' ' + I i I I ' 25 61' I ~ i i r i
~
I \ - \ I ~ ~ ~ ~ vlv I I J A _ q 51' 74' , ----r L______ ~ I I \ - ~ r _ 46 79' 4' i I I I
\ I ~ ~ - 84 ~I I I t t r----------- li5 I
1 _ ~ I 37 551 ~ ~ ~ . \ I ' 1\ \ ~ i ' I i i ' ~ r----------- I J , I I , ~ ~ ~ r-----------
i I I ' ~ \ \ ~ I I \ 1 Q
1 LOT 71 , II I J \ I i\ ' I \ 4ql~ I \ 49,735 • ~ t ~ ! I I r I r ~ I , r' i I W
1 31 000 ft• 1 ~ I , \ \ ~ ~ , • N I sQ, f!.- / ~ I PNAS III - ' ~ ~ I it A LOr Q•7I A4res ' \ 1 ' ' ~ 62 938 ~ i I a I I A w I ' + + i i ' ' + ~ I ~ I h
P, 13 ~ 1 ~ 1 ~ I \I , \ 17 1 LOT 7 A \ r \ ` PIN # 9 pG. 27 I , ro ~ ~ 11 I , sq, ft. \ \1 I I 50 246 I + + + + I I i ~ I + + i I I ~ m ~ ~ l i Iq + 18 I I I I + i I Iry + 0 I r i I I + I I I O \ I I 5q, ft. i i i I I I i ~ , +
Z ~004221q ' ~------~3~ ---------i .1 \ s, \I ~ ' ~ 1.44 Ac- ONE q-I 7q 1 , I - _ - \DR ARE~C~ \ \ I , _ r 38,981 a r 38,961 I , I + I ' ' + ~ I I l'3 \ I I"•15 Ac• r I , 17 , I6 I r , I I ~ I I O I 0 I 0. ~ _ , l sq, ft, r ~I sq, ft. I a + I i i ' i ~
L__---- 1 I -L15---- L T 32 i r , . , , 15 , I I i ~ , I 0.89 ,Ac• r cW Q.G. , 38,991 I _ I 38,961 r + + + I I I 0 ~ ~
_ i ' i i i ' eq, ft. I tni' 9q. ft. r - , 38,948 ~ + 14 i N I ~ a m ~ ry I ' I , + + + + ~ I DTI i I Z ~I c~ ~ I + + + i , Q'$9-B&' I m~ D $9,~G' , (V~ sQ' , In+ 3q 342 ~ I I w !t , ~I 0
- 9 • ~ ' ~ 1 30! 100 1 9 LOT ' -A PECI PU ' • ~ 1~ I ~ , sq, ft. I , 1 \I I I i + ~ i J i i i ' I I I , , m' 0.8A Ac• i~ 5q, ft. , I I z z to ~~J
~ ' .LOT ' N ~ I I 1 `LOT F SEW - Z . ~ I ® 1 Q•6q Ac• I LO 1 30 99~1~ ft. I ; I _ 41~_---1•. ~ EASE ENT - / ~ y I ' I I I + I I , I , , f ~""`-'yam' I ( ~ (L ~ I~NASE I I + ~ r~ rr
n ~ 8 2 ~ ~ x,•91 ~ i i i i i ' + I I i i i i ~ i ll I NN rn V l r I + I + + 0
# 3~ • 279 ; ~ • ? ~ ~ •\g' \ j , - ' - 1 I 00532 , 2 A ~ LOT 41- , ~ ~ ~ _ I r ^y I , I , I I J
ONE 6qq ~ ' -J i ~ \ ~d - C ~ I , I . I to ~ + ~ 0
- ~ W , ~ 1 , A ~I LOT 65- , \ \ 1 I ~ 7 + N E`I
` ~ 1 , , ~ _ i 30,100 ' - --•i 11 ' \1 +t. \ / GI 5 _ 120''-.~ I ( 0
I 1 _ ' t 1 ~ 1 ,1 N , 9q, ft. I , I r '1 LOT ® i N < O II \ A i i ~ \ 1 ~i•\ . i t --:~iC.. I I o ~ ~ , C16 pl ~ / 120' , I
31,000 eQ, ft. ~ m ' `I LOT _A I LOT 43- ~ `1 •1 i i s bb , 1 p•, . 7 ~ ~ I Q} ~ ~ ~ ~ .•N N
r ' ' b7 I ~ Q '
I I i i \ 1\ J 67 035 ii „ . - Z ~ 20' SEW \ ~ + a ~ iii ~ ~ 1 I •~J
' - I 130' 135' S5' 156' • „ r • 3 1.~3.E~.. " "SO! r-t---- 120' SO! I I , r 521
' , ' - r--~--------~ r--------------- \ • • V~1 ION AR l ~ DI ___-----24Q_----_- f ti~20' SEWER' I \ 1 ~ I ~ \ ~ Eli r- 1 111 SMT ' 1 ~ ' ® I I I \ ~ \ ' . ~f " tf ,r ~VIS~~ I I \ T1I ' 1 r--------__ 5j' rtiS , rr
1 1 1 1 ' ' li i i ' ~ - ~ ' ri/ ii ~ rig ' i ~ , I , , ~ , ~ ~ i -----------T d I $UBDIYISION
~ i LOT 70 1, i, 1 ~ II I 1 I ~1 , ~ r/ ® I 1 1 / 1 ® r ~ , 2 ~ , 2 , 31995 I- 1 ! ~ iii , i \ ' i ~ ~ 1 ~ ~ i i ~ I ' ' r-,, I ENTRANCE SIN ~ . it I I I I I ~ II + v, + r I t I I , , I _ ,
1 30~9~9,0 •sq, ft. 1 ~ '1 1 11 i`. I ' ~ I ~ J ii ' ' \ i i i r i , ~ ~ + i , It I I EA5EMENT. ''?rh.._ ~ ~
i - i' sW f~t~. ~ i ® N I~ ._•_11. . ~ .~•.r•L` `1 , !0~ ii /i' 1 \ I 0.71 Ac. I ItT? I I 1 ----'1 1 ~ ~ '1 i' \ I I 1 I I I I ' ' I ~ j ~ I ~ ® r+ +f I I I 1 ! I I i ~ ~ I ~ ' ~ ~ V r + r I ® + i I i t I + , I i t I
i 11 ~ 1 31 000 ~ ' 1 ' 1 1 /l 76 620 7 + I® 1 I I 6,620 i ® I i ® t I 0 sq, ft. I 44 269 , s q3 469 • + _ r t I t I I t ® I + ~ I I . -
I 1 . ~ I I , ' ~ / / / r .75 AG. ' - - ii 1 i I li 1 39,527 5q, f 1 i ir' ilr I I I r t + , I i p-i+ 42, 673 I_ t 41"076 I _ I 41,000 I I i , ~ I I I I ~ I sW f ~ ~ ~ gqr , u~, sq, ft. , !Q, }t. ~ I I - 40, I I I , _ ~ ~ I
- - - I I L I 1 -__-J 1 1 _ L__ „ 4 I 11 , + 0~ , Di3Z9G. Q.9~A~. + . I ~qr ft. ~ I I S i , i r I t I m+ O.q4 Ac. I o.q2 Ac. ; , , N I
1 I I G c /S II LOT i ; `N ~L ~ ?6 1\ i S.D.E. _=~-=J v %'W ' + ' i i i i ' ' ' i 39,071 I I I I + I ~ + I I 1 I I ~ I I Y
'.!0 997 f4~• , 1 - ? { ~ { ~ - { ,Q ~ I + ~ I I i ~ i i j ' i p~~ fie' i I ~~~:'b + I• ~ I I ~ ~ I I ~ 1 + ~ ~ QSL~..Ot. I I t I .
I 'a' ~ ' i I ~ 1--- - ~ ~ ; PHASE ' OJ1 Ames ~ ' . 1 / ~4 PHASE II I! I I I I ~ I
'i ~ ROAD - ~ ' ~ gEtIECA , 11 11 ii r0 4 - 1 c2 ' + I r I I I I I
1 ~ ~ Q8 ~ ; 1 / / J + , I ' + + I I I I , , I ~ ~I ' i I I i i r' ' I i l l
401-------, 1 7ti , 1341 - ? / ~ 11 , / I ~ , I I I
r------- I c ~ , I ~ i r--~ ---i 20' SEWER ~ % / I 1 • / ' 1 I---~- + I I t I i i i i i ' I" - ' I
201 SEWER I-r+'1OX70 ESMT._____-- r ` / 272 N I 1 ~ • 272' ~ . \ - PP I ~ . ~ " 120' 136' ~ 30' 132' ~
FRANK L. d DORTHY S. WI NGO i ESMT'i ' ' r---"-- I ' li 1, 1 I r..., , y , ~ ~1 BUGGY I I I , , , ~ , I I , AXLE X181171 W 1129..1 ~ 4-
PIN # 380200533279 , 1 ; 1 I ' 1 1 ; 1 ® 1' FOUND ERR I \ BUGGY ~ ~ z I I RON AXLE pp 1 u
D•B. 1285 PG. bb0 ' II 1 i i i i 1 ' i ql 460 ft. 11~ W ~ ' i ' , i ' ' I I ' ~ it ZONE A-I u~ , LOT bb 1 I I , , 1 ~ , 1 2.09 Acres L.~ , . I I I PIPE • FOUND ~ F N ~ I ~
~ 61,988 sq, ft. , 1 li 1 1 { II 41 1 I 11 . I PATTIE G. JOYNER I BOBBY G. MOORE z d Q .
; i ' 1 1' 39 992 ft. ~ 1140 462 ft. ~ i TAR/ li ' N 1 ~7, 380 sq, ft 1 / s9. b , ! sW I I , , 1 q1 1 ~ I PAM BUFFER-- II ~ PIN #380200721494 TAELE to pp,,'I' I SIN # 38020072g82q ~ z ~ z N
° 1 1 I 10.85 ~ IA: 1 A '1 v.-ic-~-~ I- ; 1 1~ 1 I 1 , , I I ~I BY WILL 17 32 m OI J LOt I ~ ~ I' ZONE A-I CURVE LEND adz z U5 CHORD BEARING wl ~,B, 27 P I ~ w
{ 1 i9 1 i i 1 1 + 11 I t 1- 1 1 I I 4 G, 284 w Gl 43,42 30.00 39.73 '54'42"W IY 3 N ~ ~ z ~ z
I ' I I 4 I , I I I ' 1 I I I 1 1 ; I, 4 I' 11 I G2 41,34 30.00 38.14 I " N ~ to ~ ~
~ 1 I 1 ~ 1 I 1 1 I I ~ --j 1 I I I 1 I I 1 C3 45.75 30.00 41.45 1'34'32"E Q ~ z U z~ z
I I 1 1 , I I , Dh"`G~ - C9 51.05 285.00 50.99 72.59'18"E aJ 0 ~ 0 0 0~ ~ - CIO 53.09 286.00 53.00 1'17"E a ~ p? p z p z
L------------- SEE SHEET 2 PLEASE SEE SHEET 1 2 1 101' SHEET 2 SOIL REPORT ATTATCHED WITH PLAN w w t~-
I OF 2 1 4 129 t 2 CII 31.55 .00 30.49 1'21'55"E W_ SOIL TYPES NUMBERED A5 SHOWN WITH ~ z N Z N z J~ # I BEING THE BEST AND # 4 LEAST W GI2 71,81 50.00 65.79 N46'41'I6"W ~
129 I ~ 65. 60, 2 554 4b 4q W DE51 RABLE FOR SEPTIC SYSTEMS. ~ fY 0. a p. ~ Q
CI4 100.64 50.00 84,49 '16'25"E CI5 19.01 25,00 18,56 6'09'14"W
16 120, 120, $64.41'21"E GE F1241- NOTES:
Clq 61, 61,12 ' " I, TOTAL NUMBER OF PROPOSED L0T5 = 74 508 04 4b W
LINE TABLE 620 22.03 350.00 22,02 512'07'23" SPECIAL PURPOSE LOTS = 4
NUM$E DIRECTION DISTANCE C21 4q 40 35000 4 , " PROPOSED BUILDING LOTS = 70 9.36 16 35 W
5 501'34'55"E 206.79 C22 47,12 30.00 42.43 '46' " 2. CURRENT ZONING A-1 C~3 47,12 30.00 ' " ~
583'06'40"E 17.06 N78'09'05"W 39.70 42,43 7.1358 2, MINIMUM LOT SIZE =30,000 SQ, FT, ~ 624 21,03 25.00 20,41 N68°08'17" SETBACKS:
2 N87'44'17"E 79.94 C25 49.50 50.00 47.50 ' " FRONT 50' . 572 419 REAR 30'
3 N09.20'15"E 18.26 C2b 71.09 50.00 65.25 '30'00" ,
4 S74'21'36'E 30.10 PEAK FLOW NOTE FOR HASH ~ NTY• C27 75.80 50.00 68.75 + " SIDE 15 ~ ~~a~t~ N4539 46 SIDE CORNER 25 •
5 585'37'35"E 66.08 THIS SITE IS EXEMPT FROM PEAK FLOW ATTENUATION UNDER UDO 12 b NI2'22'58"E 69.39 3.3.2.B.V. AS FOLLOWS: OVERALL IMPERVIOUS SURFACE 12.6 Ac./ TOTAL T 628 42.10 50.00 40.86 '47'15"E 3, ALL CONSTRUCTION TD BE IN ACCORDANCE C29 27,55 36.00 26.84 N 5°13'04"W WITH NGDOT AND HASH COUNTY SUBDIYI510N
RACT b pJ-y8.Oq~05"W 34,7p ACRE 89.47 ACRES < 15x, 14.10 CALCULATED AND UTILIZES THE PERVIOUS PORTIONS C30 47.12 30.00 42.43 39'46'24"E ORDWANCE STANDARDS,
7 NII'53'58"E 71.02 OF THE SITE TO MAINTAIN AND CONTROL STORMWATER RUNOFF. C31 2?.03 25.00 20,41 N71°07'55"E 4. OWNER/DEVELOPER: EASTERN LOG SALES Drawn by:
7 N78'09'05"W 24.70 C32 55.Oi? 50.00 52.97 579°01'12"W P.O. BOX 77 3 TH
8 N09'20'15"E 38.02 8 N78'09'05"W 29.70 C33 64.7'1 50.00 60.34 N31'53'07pW 2 ROCKY MOUNT, N.C, 27804 C34 62.70 50.00 58.67 Nql°08t57t'~ Approved by.
9 NI6'Ib'14"E 49.23 C35 55,20 50.00 52.44 571°18'04"E PHONE [phone]
9 N78°09'05"W 19,70 5, LINEAR FEET OF ROADWAY PROPOSED TH C36 27,55 95.00 26,84 N62'13'25"W =JACQUELINE DRIVE = 1,024.27 L,F,
10 562.32'2 "E 103.34 637 47.12 30.00 42.43 °13'36" =HARVEST DRIVE = 2605.27 L.F. Date:
10 N78'09'05°W 14.70 638 47.46 30.00 42.66 540°05' 6"E =SENECA ROAD = 427,26 L.F. 8-3-2005 C39 40.75 36.00 36.49 N61.14'11"E =SAVANNAH COURT =545.03 L,F.
11 N88°21'24"W 88.95 12 N68°05'46"E 27.05 Coo 59.96 51.00 56.55 , „ Job name: ('3314 W WOMBLEBOUN W
13 Nib°07'46"E 71.09 C41 159.25 51.00 102.00 N044057' b. TOPOGRAPHIC INFORMATION BASED ON FIELD 2.0 G
14 N7b'10'51"W 80.54 C42 47.21 30.00 42.49 549'30'41"W LOCATIONS DATUM SCALED FROM USGS
15 580.'26'10"E 93.07 C43 27.56 35.00 26.84 518'39'15"E TOPO SHEET REDOAK
IG IJrn•nsa~ealh.l G1 G7 C44 25.09 50:00 24.83 n»~'ea'eF" Scale;
VVV RV I• 16 N °13'58"E 31.37 SF+CC 1 ' 1 "=100' H C45 92.81 50.00 80.45 N40'43'13"E ( }
17 538'15'0111E 23.72 C46 91.78 50.00 7R.43 S00°30'08"E 7. TAX ID NUMBER 380200743191 (V)
18 504'58'54"E 39.24 C47 21.03 25.00 20.41 N2759125"E SOUTHERN TOPO SCALED FROM U.S.G.S. TOPO
1q 517'24'16"E 27.30 8. ALL CORNER LOTS TO ACCESS INTERIOR ROADS.
20 517°24'16" E 83.37
9. A FULL SOIL REPORT AND SITE REPORT WILL FSheet . BE PREPARED FOR THIS SITE.
1 f

LEGEND N , _ O
ISS • IRON STAKE SET ,,~,w„v WOOD LINE PLEASE SEE SHEET I ' ~ EIS u D(15TING IRON STAKE / i ~
PK5 ~ PK NAIL 5ET PROPOSED RIGHT OF WAY ~ _,~l7 EPK ®EXISTING PK NAIL - , _,~lZ~- u7 1
P ER POE EXISTING RIGHT OF WAY , , , r ' PP OW L ' 1 I ' L - - - i i C ~ - 2q0 101
/ I NT 0 WA - __-_x.40---- iA_ 1 `_i_T`~,.Q~~ ~ _ R W R G F Y ~ PROPOSED EDGE OF PAVEMENT r " 20' 5E ER I , • AILROA SPIKE SET W 1 ` L ~ ' RRS R D I , ~ 121 , 8 S.R. 1437 rn r
ERR c EX,RAILRpAD SPIKE ' EASEMENT 1 1 56 2 I 1 ~ EXISTING EDGE OF PAVEMENT 'T""`' ~ ~ 28' I T rn ~ I ~ Q ~ m I V! p ~
NL5 NAIL SET ~ II ~ q, ~ N 4 l m a~
ONE OVERHEAD ELECTRIC 'i I I r_____~---~, ' r----`-`"---"-'I ~ C--- ~ .i. BUILDING SETBACK LINE I i 1 ' I I I r. ' GP d COMPUTED POINT ' ' , ~ i 1 ' I 1 I ~ , z 0 N 11 i „ I ~z U
I+ li t ' i i~ I "SPE MON. o GRID MONUMENT , ~ , , 1- I , ~ I , , , I I ,SPECIAL PURP LOT I SITE Qi ~
_ _ - A ATURE , I 1 ~ ,PHASE I I ~ I FO,>p u. CMP CORRUGATED METAL PIPE DRAIN GE FE 1 - - - 1- -t I I ~ I ~ I ' I F U E AS STOR WATER Q ~ S ~ > I I CONSERVATIO " i > ~ ~
y ~ ~ II I~ I ~^Q/ 1 ~ I G PED ®P1a0NE PEDISTAL I I I , I SOIL DELINEATION LINE . ~ ~ 1 I , ~ . ~ / , I I ~ I ~ ~ ' LOT 47 i ~ U L /~N 3
I I I I I I 1 ly ~ I I 1 ` i , OT 45 I I LOT 46 IN ,N ' ~ 83, 832 ft. , ~ • B I - I I ~ N
~ ' I - I 1 ' 30 ft. l 130 013 ft, 1 - I ~ 1 \ 1w N 1 , I , I ~ ~ I I i II ~ i i Q N I ~ i I II A~ i/ I AREA I I \ I l / i I J D1 I~^ ~
~ - i 'I ~~p l ~ i 44 ~ ( i - i II i LOT I AREA 0~ T IS I ~ 00 l i LOT NOT T i $ = W r
4 I 1 I ~ sal ftl. I I I ~ - I I y I I I I I , I BE U I I w ~ ~ N I BE USED IN , i ~
~ LOT 65 ~ I~ i i i i i i LOT I q1, 416 sq, ft. I I I i / \ 1 li I i F013' ~ l ,LOT AREA CA CATION l ~ ~ D ~
; 2.Oq ACres II I I ; I II ~ i I
~ li I i i i i I~ __i
I I 1 ~ (;~2 s\1 i ~ EEK I PROPERTY LINE ~ ~ ~ ~ W
1 i w ~ / ~ 1 I A 150 i REEK N BEEN FIELD LOCATED. ~ ~ 1 ~ Ode _ .S1 --Ir__ m F- O
w ' 2___--- ~ ~ 2
~ ~ ~ N NOBI35 ROA I i ~ ~ = ~ ~ N o ~ ~ C7
li C36 ~ I I _n Z . 6 ~ I I ~ N ~
~ , ~ 50' BLIG /W , 100' 9' C a ) 8 Q5 ~ FF R ~ i ~ s ~ Q <L
~ ~ q0' 11001 100 IRON N ~ ` li I i \1 \1 i i ~ ~ ~ \ \
PIPE W I I , i \ s , ~ ~ i i O I ~ \ s~ I I Ip~
N tP 1 1 r-------- I , i i'~ ~ FOU D i 1 A ~n 1. I I , 1 I I 1 i I I 1 ,
1 ~L ~ , I , { I I I I N ~ I D { 1 I ; I I 1 , I I ~ I I '1` I I I 61NL1EKtAS50gATE5, P.A.
I ~ I ~ 1 I I I I ~ ~ /1 ~ 11 ~ ~ I I 1 I ~ ~ I I I I 1 I All Rights Reserved. Reproductpn a use f i ~ \ y1` I odd@Ione a dgleNonesto Aisedocument,
I I I I I I , I I I I I I I I I I I I I I I ~ i I i i 1 I ~ i I I I I \ 1`, 1 ' kl whole a In port, w(thout wrRten con- I I ~ L 1 1 W sent of gNLTEK ASSOCIAIE$ P.A., b I V \ \ \ I~I x PROHIBITED,
y LOT b4 i i l ~ 1 II , II 1 ~ I~ i \`\s I m IM ACT # 2
~ ~ 178,160 sq, ft. II y 1 I ,w I ; ,LOT 6~ 1 I I C I LOT 5 I LOT 51 ~ Q I I L ~ ' ' ' PL. NTED ARDW A BUFFER 30' IN WIDTH ~ 5Q ~ ; LOT 4 ` ~ i , N AD EDT EXIS ING STREAM
,t~ 1 i _ I T 53. I~ 1 13 ,600 aq, .fit I I ' 2 i ~ 3$ a62 scl, fe. ~2,boo sq,l 3~,boo ~ Ift 14,2 sq,.~t 141,213 sq, ft. 2 ~ 1 I TH T IS URRNE LY NON-BUFFERED.
I i ' I 7 ~I 7 ' Y. I 1 - I _ I I / - 1 ~ I , I~ I I I i ss`, `v I I \ ,t\ I
I N~ 1 I I ; , ~ I I I I - I i I I 1 I I I I ~1 5, l 1
~ I 1 I I I II I I I I l \ I 11`, \1,4 I I \ss i PA IE Cx. J0'YN
1 I I I I ~ I I I I I 1 I 1 I 1 / 1 I 1 I I I I I I I 1 _ I I ' I PIN 30020x72
I ~ I I ~ I ~ ~ I I I I , I V 1 ~ ~ - t- ~ WILL I-7 -32 - - Z A-I
l 1~ I I I L____~_--~ L____---- it I I --___J L_------_~ ~ L__-- \ ~ -
\ I I 100' I ~ /e~ II 120' 1 100
~ ,r I A iy - r--- r- - t- ~ ~'I
~ I J r-__--__ I ' -----------"-1 1 1 ~ ~ 1 ~ ~I I I I I ~ TAR/ t\ I I m PAM ,
~ 1 I ~ , I I ~ I 1 I I ~ 1 1 ' BUFFER, ' ' ~ ~ I ~ ~o II ~
II 2 ~ m I , I I ~ 1 ~r i ~ I i i 1 t ~ ti IN II s is . ~
I, I ~ II I I I 1 1 . I I I I I I ^ 10 ' t I O "`H I~ I ,
~ ~l ~ I LOT 54 ; II ; li 1 I I~ ' . I
1 ~ ; 42, 117.50 sq, f ~ ; , LOT 56 i II L T 63 ; ~ O.q6 Acres ; LOT 55 , _ ; b0, 028 sq, f LOT 56 I ' b0 028 f , ' ' 5~ ' r. ~L t I 11 ~ ~
II 4 $4 sq, ft. ~ I I~ i 42,117.50 sq, f . i 11 ~ A I 1.46 Acres ,375 1 ft. ~ 0 'N , \ 1 ~ ~ ~ I
j 1 1 1 I ~C'-+rc-~'~ts~ I I °
tP I 1 II II II I ~ i w l li i i 1 i I i i I 1 J l ~ 1 1 ~ e0 ~ t llT p " 1
w II 1.~/ I 1 I _ J ~.--_-_______J _---------J (J` ~ t J \ t ' ` ~ ~ ~
I I III / I ~ ~ TABLE ha II 1 1 N
` i ~ X211 I , I CURVE LEND RADIUS GHQRD BEARING ~ y~ l 121 ' ~ • ~ R CI 43.42 30.00 3q 73 N ' " ~ E. ~ ~ CONC 28°54 4 W
~ , 1601 i 12q _~9--- - 04 M NT G2 41.34 30.00 38.14 l "
/ I I' I OUND C3 45.75 30.00 41.45 N51°34'32"E 'c~ ~ p
Cq 1.05 2&5.00 50,98 572'Sq'18"E r~
I ' 321' ~ LoT 62 ro ~ 170' CRETE 321 CIO 53.08 285.00 53,00 56 "31'17"E ^y. CII 31.55 3.00 30,49 S31'21'55"E
~ 130,001 gq, fti (p` ONUMENT r i 1 I-'-- i FOUND q ~ CI2 71.81 50.00 65,79 N46°41116"W ~ ~
FRANK L. ~ DORTHY S, WINGO + II ~ i ~ I I 0.00 60, 2 S54'46'4q"W
PIN ~ 35020053327 'i li 9 I II ~6~. L07 8 I G14 100,64 50.00 84,49 S40'16'25"E
P.B. 17 PG. 126 ~ I v ~ 1 GI5 1q.01 25.00 18.56 M6'Oq'14"W Q
I 1 186_1_ _ I I I Cib 120.68 335.00 120'.03 564'41'21"E 1 i l" Clq 6 ,23 300.00 bl, 2 508 04 4b W
~ - 1 I ' ~ LOT 5a I - G20 22.03 350.00 22,02 512"07'23"W
1,1 i i 46,6~i0 sq, ft. C21 4q.40 .00 49,36 506°16135"W
2 I 1 i 9 I ; BRANTLEY FAMILY R ~ FAMILY RTNERSHIP C22 47.12 30.00 42,43 S4 °4fo'02"E
~ I LOT 61 ; ~ ; PIN ~ 3$01 18 j, , 56, 473 ft,l1 ' ~ D,B. I PG. 2( I # 3$01 1880 C23 47.12 30.00 4243 547° 3'58"W 3.1 PG. 206 C24 21.03 25.00 20.41 N68'08'17"E
~II ~ C25 ~1q.50 50.00 47,50 572' 4'19"W
I \ I 1 , ~ ~ \ I i j G2b 71.Oq 50.00 65,26 N38' 0'00"W
I r 9 I ~ G27 75,80 50.00 68,75 N45°39'46"E
I i 1 5! I I r-' 1 1 I f I ~ ~ C28 42.10 50.00 40,86 566'47'15"E
I 1 r I ' 1 r I ~ C29 27.55 35.00 26'84 Nb5° 3'04"W ~ 1 , C30 47.12 30,00 42,43 53q'46' 4"E
1 ~ r I , ~ ~r I i ~ C31 21.03 25,00 20.41 N71°07'55"E
~ I IRON 1 20' P.S.D.E. i ~ 20' ACCESS + ~ j C32 55.82 50.00 52,97 S7q'01'12"W
1 'I PIPE i r EMIT I i ~ C33 64,77 50,00 60,34 N31°53'07"W N
~ FOUND 9 II ; ; ~ ~ ~ ~ ~ ~ tT i r i ~ \b I ~ C34 62,70 50,00 58;67 N41°08'57"E z i
, , , , LOT i I i ~ ~ , r 1 C35 55,20 50,00 52,44 571'18'04"E w w i C36 7 00 84 I d Q D 2 .55 35. 26, N62 3 25 W ~
i i` ~ i~'~" 49 ft. ~ ~ i ~ 1 I ~ C37 47.12 30.00 42,43 550'13'36"W 0
~ ~ ~ % 1.12 Acres ~ w ~ I C38 47.46 30.00 42,66 540' '26"E m s
- - G3q 40.75 3 .00 38 4q I " - ~ I 5 Nbi14IIE ,z ~
•A6-'24u qb 24 E I I 204.281 2031 ~ G40 5q.g5 51.00 56,55 561. '14"W ~ ~
3.24' 201 116.1q i C41 15q.25 51.00 102,00 N04°40'57"E ~ ~ Q ~ w I " N wD N C42 47.21 30.00 42.4q 54q 0 41 W o ~ -
C43 7 5 3 .00 84 ' " - .N ~Q 2 .5 5 26, 518'3915 E ~1
~ 20' ACCESS ~ _ ~ , ~ ~ \ C44 25.09 50.00 24,83 N26'49'45"W ~Cz ~
EASEMENT ...i C45 92.81 50.00 80,05 N40'43'13"E ~
i' Cob 91.78 5p,00 79,43 500'30'08"E C47 21.03 25,00 20.41 N2 q'25"E
/ N
` /
1 501E REPORT ATTATGHED WITH PLAN
1 SOIL TYPES NUMBERED AS SHOWN WITH 2
/ # I BEING THE BEST AND # 4 LEAST DESIRABLE FOR SEPTIC 5Y5TEMS.
1
/ V,IpOpLINE t GE ERAL NOTE5.
~ "S ECIAL P T A ~ N / F USE STORMWAT e
,t. CONSERVATION N I, TOTAL NUMBER OF PROPOSED LOTS = 74
' LOT 60 SPECIAL PURPQSE LOTS = 4 PROPOSED BUILDING LOTS = 70
~ 302,273 sq, ft. 2. CURRENT ZONING A-I
~ 6.~i Acres 2. MINIMUM LOT SIZE = 30 000 5Q. FT. Drawn by:
AREA OF T4aiS SETBACKS: TH FRONT 50'
LOT NOT TO REAR 30' Approved by:
E3E USED IN 1 I LO EA CALCULATION SIDE 15' -M
1 OR AV SIZE. SIDE CORNER 25' 3. ALL CONSTRUCTION TO BE IN ACCORDANCE Date:
1 WITH NCDOT AND NA5F1 COUNTY SUBDIVISION g-3-2005
ORDCNANCE STANDARDS. 4. OWNER/DEVELOPER: Job name:
,J EASTERN LOG SALES
P.o, Box 7723 WOMBLEBOUN4.DWG ROCKY MOUNT, N.C. 27804
PHONE [phone]
5, LINEAR FEET OF ROADWAY PROPOSED Scale:
HARVEST DRIVE = 2,605.7 L.F. 1"=100' H
A A NAH S V N COURT 545.03 L.F. HOBBS ROAD = 427.26 L.F. (V)
CONCRETE SENECA ROAD = 513.13 L.F. '
IRON MONUMENT JOQUILINE DRIVE =1,024.27 L.F.
STAKE FOUND 6. TOPOGRAPHIC INFORMATION BASED ON FIELD Sheet No.
FOUND ,2q,42ny,1 340.21 MRS PLYER HEIRS LOCATIONS DATUM SCALED FROM USGS TOPO SHEET REDOAK
A PIN # 380200324320 10 7. TAX ID NUMBER 380200743191 of 12
NO DEED FOUND

N O
I • IRON STAKE SE7 v.,~,~~ WOOD LINE GENERAL NOTES:, 0 i. STABILIZATION IS THE BEST FORM OF EROSION CONTR L. ~ ANTACTING APPROPRIATE ~
EIS o EXISTING IRON STAKE F,,,q...~.~..? SILT FCP~G~ CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING AI PKS ~ PK NAIL SET tL PROPOSED RIGHT OF WAY PARTIES AND ASSURING THAT IXISTING UTILITIES ARE L ILITIES ARE LOCATED TEMPORARY SEEDING IS NECESSARY TO ACHSEVE EROSION CONTROL ~
XISTIN PK NAIL tlL~l, SQR~ ~F~.S 1 CF PRIOR TO THE GOMMENCI:M EPK ®E G Nb~' ~ ~ EXISTING RIGHT OF WAY t S D ~ 'Dt ~ TJ '6~ ENT OF CANSTRUCTION. CALL PP ~ POWER POLE I OJTSID~' ` ~'fM T I-800-632-4949, 48 HOURS PRIOR TO GOMMENGEMENT OF• ICTION. CALL ~ ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY sr ~ REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON S R ~ X37 ~ ~ ENGEMENT OF• WORK FOR ILL WITHIN 15
R/W RIGHT OF WAY TD 3~ '6d LY PROP ED EDGE OF PAVEMENT UTILITY LOCATING SERVICES. THE PLAN. ALL DENUDED AREAS LEFT EXPOSED W , vy ~
• AIL OAD SPIKE SET $p ~ ~ tJA,rR ' RR5 R R •~V f ~C~ 1 rG0 o X RAILROAD SPIKE t aR/~A+'~ CONTRACTOR 5HA I I ERR E . EXISTING EDGE OF PAVEMENT LL VER Fl' LOCATION AND 5 ZE OF ANY WORKING DAYS OR 30 CALENDAR DAYS OF ANY PHASE OF Q ~ ~ 51ZE OF ANY DRAINA GRADING WHI,LHEV~R PERIOD 15 SNORTER, BE SEEDED AND MULCHED. m ~ N GE ' ACRES ~ ~
NLS ~ NAIL SET - ~ pt 'QAI~I/•• STRUCTURES PRIOR TO THE COMMENCEMENT of CONSTRI I-RD Sp~r^R . r OF CONSTRUCTION. 2, SITE AREA. 9•!~'i s= ~
OHE OVERHEAD ELECTRIC I IN t K LINE ~L' BU LD G 5E BAC DISTURBED EA:13~ACRES Z p N ~ z ~ SITE ~ ~
CP ~ COMPUTED POINT '~kl-- MON. o GRID MONUMENT _ Q ~
CL - - DRAINAGE FEATURE CMP CORRUGATED METAL PIPE 3. ANY LAND-DISTURBING ACTIVITY > 5 ACRES REQUIRES ~ ~ ~ - CONDITIONS OF THE GENERAL PERMIT TO DI COI~I.IANGE WITH ALL 'Ci SCHARGE STORM WATER UNDER THE ~
PED ®PHONE PEDISTAL ~ ~ r I I LI E ~S~r,~ SOIL DEL NEAT ON N NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (PERMIT NO BEUI_AN 3 ANY PERMIT NONCOMPLIANCE IS A VIOLATION E'
OF THE CLEAN WATER ACT AND ~ N MAY REQUIRE ENFORCET1ENT ACTION BY THE NORTH CAROLINA DEPAR ~
. ~ cols ~ ?J ~ - i 5TH STf~ ~M a _ ~N"G OF ENVIROMENT, HEALTH, AND NATURAL RESOURCES. nn 11 ~ F" Gp W
,s ` r, ~ 95 - C W ~ ~ N
IRON I ~ WEST BEu PIPE i - LAN RO _ 57 ~ - PP ~ ~ ~ 'T BEUI-AH ROAD S.R. 1432 ~ ~ ~ '
FOUND , ~ ~ N U
CONTROL , 2 - f _ _ - _ CORNER ' ~ ~ . ~ - , ~ _ _ _ ~ - \ 4 J 3 Z ~ u ( 2 ~ al la NTS rn ~
1 b / I' q - - `"fps \ ~ b 125 , - _ - _ `~2 EXISTING
I ~ ~ fi', ' 48, 075 5Q v Q ~ \ 1.125 V ~ - - - ' - - -e _ _ m
' I I ~1 ~2 - --a-----__ ~ 1 1 125, '6JF~ . O Ac. ~ ~ r-_ _ OH _ .125! . _ I ' I ~ ~ ~ 25.. -125 _ _ _ - L ~
r 1" ~ ~ \ i ~ i i / 1 PP U ~ . ~ 1 r--- - - Q
. \ \ i wFr ~ I % 69,184 , 3~q ~ i ~ 4 ~ b4. 3D f~ I [ ~ \ ~ ~ ~ 3 \ ~ ~ , ~ i ' - I I I r-- I Q 4.
T ~ 1 Q sq, ft. I ~ 5 ft. ~'I i i i ~ I I 5~ \I i i 'Q I 1 ~ \i i , i I, 179 i , i~ 6 i , ~2 nn I I I I I r- - - 1 I ~ I I I I J + I r
2 ~ ~ ~N , , 55,6 4 , _ i i 't9 ~jtntuM Z - , LOT ~ ~ _ i i ft~ ~ vi ft. .I qr 79 , - ~ 1179 , i 7 ® 3 I 7 I I 8 i I I ~.I ~ I I i r--------°--~ I PIN~•? I I O I I I I
~c~~ Z, 1 ft.s I r 4 ~ I I 1 q', r 6i I 31 158 l 2 li 38, ~ ~ 113 '9 I ~ ey I ~ 1 \ i . ) ' sq, ft. , ui6lL 1 ~ , ~ ~ I ~ I 7 ~ sW ft. ' 31158 i , ' 0 , + ' + ~ + Su EXISTING ~ 3 141 I I I I I I I " sq, ft. I ~ + + I + I I I I ~ I 15 RCP
"0 LOT I4 li ~ ~ ~ ~ ~ A : , I , i i ~ N + v~ ft. I I 31,162 I I , I , I I I (VI I r ft. I I 31,179 I_ 31175 ' ' ~ 13 I I I I copyriynt®.2ao~ 7 ~I+ I + 6'' r I - + O I CI~i 1EK ASSOgAlE3 P.0.
P.B. I7 PG. 274 ' DI~~' , ~ , \ ' - P I ~ ~ , ~ ' I ~ I ~ I I N sq, ft. I a' ft. I 0'I 12 I _ ~ I ~ _ I I 1 I I I I (1p 1 I Q"I 35, I I I NI ~eghtanR~served. Raprodum ion or ute
tJ~ PIN # 380200544133 - ' 5 L/ L,•, • ~ m, i ' ~ i ' \ A ZONE A-I ~ ~N iu„ + ~0 ~ ~ i• ~ I ~ i ~ i i " I I I I + I I I ' 31 175 I X11 I I~ I o w th a data ent, ar I: I I I I I , I I I I I (W ft• I ~ I wddftbne or ddetlonp to this document, I I I I I + I + I I sCl, ft. I I I I N wlrole « h port, wNhout wrkten con-
_ ~ ~ ~ ~ / ~ - ~ 1,`• tidy I , ~ , A I , e 1 I I Pj1 G I I I I + I I I I sent of dV1UEK ASSOdAtES, P.0., is I I rrnJ I I 1 I I I I - -7~ I I I PROHI&TEO.
A~~ L ~ ~ ~ Fh1 . ~ ) t\\ ~ !25`x. - tr~S (art Cow - -~c ~ ~ R( ~ I I I _ II I I I I ~ ! I I I I I I I 7 I I ~ ..I I I I - --•-J L.._____-----JI I + 1 + I I sl I ' I I I I~ I
f'~+- ~ , r , , I , Lot ~ ~ ~ x 0 • • ~ ~ I2 L----- I I 1 I ' I I
5 -z~ TSE t~JfCT ~ a~ Z o \ 125 ~~Sc11~E ~ 34,091 sq, ft. , , =S6DtM~,?q , ~ _ \ 0.78 Acres , <Hksht ~ ~c r ~ ; \ - _ ~7e , bl 641 ' ----------J L^_______-_J I 69 511 . , L----------- ~ I I
I 6v 15ty ~ TAR-/ t"'~ .~tQx . ~ ~ ~ - '''l' 1 , 1 ~ \ 41' ' I ~ I I
- ~ ® w a ~I I 1 ' I I ~ r- I J
t. I _ 37,551 ' \ I ~ , I ~ t~ i I I I r-----------~ _ ~ I 4 I I I I r - I , 1 I I I I -`1 r---- _ I
c , r I 0 A A r , ~ ~ ~ ~'4 735. ~ , i t I 1 , I I I I f' ' ~"I I I I , I , I I I I ~ ~ I 111 I I i , 1 1 I I I 1 1 I. ~ I
~ I r ~ ~ ~ ~ I ~ r. sq; 1 ~ I, I, 1 I I ; ~ who + I i ~ I j i i j i ' ~ I I r
I 31000 f ~ PHASE III ~ ~ ; ~ ~ ! ~ ® I I . m i , + + ; + ' r ; I ; I , ~ 1
' ' ~ 938 ~ \ ~ ~ , 71 ~ g - , t + ~ 2'~ j f j 1 , I I ~ I i 11 I ~w+ ft. + ' \I + i ' i r ' + + ' I I ~ 0. ~I ,88, q81 I , I 38,981 I I Ib + + I
p Y 13 I - TN REA , ~ ~ . I ~ ' sq, ~ \ C 17 PIN # 3 PG, 27q ' - r------ a 3 \ - , \ ' I t I I V I I I ~ ~ - ~ , sq, ft. I sq, f . I I I I r 15 + I ' I , I 0 ~ ~ 0
Z ~~g221 , ~ 33 : sq;ft. ~ ~ ~ ~ \ + '1 ONF 79 ~ ~ ~ , q_ - d.76 air 3 ~ ' : I ~ 0.8q Ac•. i N~~ . A i id>' 38, q81 ~ _ i 38, q81 i ~ i i 14 I N 0~ ( ' AC m ~q Icy ~ ' I m I N ft. I s ft. 38 948 I O + I , p I I~ I sG, a r~ r I _ I I Sly Q
- f ~ ) I , 1 _ - _ ' ~ SPECI l)R f ~ PPS + I ? + ~ ~ ft ~ I I # I ~ I 0.8q Ac. I Y~St=LL'Yi I ,~J ~ I t~1+ 342 I - ~ ~ q
LOT , I \ I + i I I I I I I I ~ ft I I I a• Z ~ ~ 1~ I I I I I i I I I I I , - 0 I I 1 I= t ~i A. -3 ~
I I I n I , . f I' I -200 ~ L:..,.,_ I I ~ASI ~ \ I I i 1~ ASE IT-I.. - , I I rn
nor 1 ~3o,9a~.~, ft. u, 8~ ~ ` ' I ' I ..;f=~' ' ~ ' I SOP ,
PIN # G, 2 ~,..1 ~ ~ - 7 ~ 4 \ ~ ~ ' ~artd~ _ ' ~ I ~ , I ' - I ~ ~ 5 ~ 'ti'
38p2~3 q I ~ 22L`_-------, RAIN AREA ~ % ~ / . ~ ZO 2 1 ~ NE A-I 64q N 1 - m . ~ a` 22 247. sq,ft. , s.\` 1 n + I v1 ~ 1 ~E ~
, , , 1 w N ' , A 0.51 acres ~ \ , ~
40 ~ bn~~ ~ I ~ k-~ y I ~ o ~ • ~ I r' , is ,
_ N - d 30 100 - - - - - C ~ 2 '.t• ~ i ~ , I , 1 243 I ~ , i ` _ , . C! ,y1 • . I N
LOT ~ ~ ~ \ Q.bg.-9G. 1 D IN AREA •p ~ ~ I ~ / ; I ~ (III I J ~ ~ -ar. . , • m , ' 1 ya Q(~~
' s9, ft. ,'p~ ~ ' - ~ 19 - sq,ft. ~w , ~ ~ ~ IW"' b~ acres ap , ~ .102 I ~ , ® IT ~ ~ GO?JSfpIIGTIr71J Qli ~
1 ~ - - d ~ ij ~ , i D PREPARATION NOTES: ~ ~ ~ SEEDBE I o~ 0 SEw E , ° f s - .r~ 0 r~ ~ A. • ~ I
2 1 ~ ~ - - ~ _ I 135' 55' / 67 1 ~ , ES TO BE INSTALLED 6 b 130 • , h-~ ~ I - ~ z 52r , , ~ ~ o I I , r - - p '
I. SURFACE WATER CONTROL MEASUR A000RDING TO PLAN. C r------- - - y 3 R V ' , r-- . I I I ~ I ' I - ~ I s I I 1 NF~~ d -`l r es,_ QI 11
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD - - _ ' r r20' , i ~ i i ~ I i~ • ; ~ .f ~ , "r01~ ~ ' V I ~ ' ~ ~ - ~
WITH AVAILABLE TOPSOIL 3 DEEP. _ _ ~ ~ , , , i 1 , I ~ HER OBSTRUCTIONS SHALL ' ~1 ~ ~ r ~ 3. L005E ROCKS, ROOTS AND OT , ~ ~ \ , , I ~ ; , r r i . I I l 1 I I I I I I 1, r
LOT ® 1 1 , 31 995 r , , , $ , ILL I ~ r I , BE REMOVED FROM 7HE SURFACE SO THAT THEY W ~ , , \ ~ , ~ I , plf ~i i I I ~ ~ I I I I 1 1 r I , I U ~pµ $l XZ.I
NO IN ERFERE WITH THE ESTABLISHMENT AND MAINTENANCE ~ 999 sq, ft. , 1 30~ggq , 1 I , sq, ft. , \b 1 , ~ , ~ gZrX I I A S DBED ¢,71 Acres Q sq, ft. I A t 1 ' I r ON SU FACE FOR FIN L EE ~ , ~ , , i. OF VEGETATI R _ ' I II' + i i I I r i i , I.~ I~ i + I I I I 1 I 1 , . L.-~ ~EpT~ ~ O
RADES SHOWN SHALL BE ~ , 1 1 i ~ ~ ~ ~ Q ~ ~ 76 20 1 P PARATION AT FINISHED G , - I ~ , ~ , I RE , I ~ I 31 000 ~ \ , ~ ~ ~ ~ ® I I -I I I I , I I 1 I , I 1, I 269 1 ~ 4 4~1 r ' 42 673 i_ i "076 i i 41000 i i i I I ~ I 1~~1 ~
REASONABLY SMOOTH AND UNIFORM. ' - - ~ ~ i < < ~ i ~ ® I~1~ , '?A i ~ sq, t. i SOIL EST IS TAKEN FERTILIZER AND LIME TO ~ .1. ~ sq, ft. , 11 ; ~ , 1 ; 4. IF NO T , ~ , ~ , I (v,748 f . ~ ; ~ , I I sq, ft. eq, ft\ tn+ W ft. , N ft. ~ - i ft. i 6"i 40rlll i 1 I 1
I w~, 4 E. lk 1 BE ACCORDING TO SEEDING SPECIFICATIONS ABOV q0 2 r , 1 1 , UfC , i I I ~I I ~ I "•II I 1 A,, I R~ s(.y ft. I " ~ I 1~1\ I \I I I I- 1 0.41,Ac. I Al O.Q2 At. i e I~ ~ I I I I I I I I 1 I A I
/ 1000 S.F. OF SUPER- ~ ' ~ 1 v 4l , ~ ~ ' IN ADDITION, PROVIDE 15 L85. F , ~y ~ <I ~ ~ s , HATE. I i ~ ' , r r ~ ' I \ PHOSP ~ I I ~ I 1 ~ i ~ I I lt1, ft. i ' I I I\ i i ~ i 1 I i i i i r Q.~.BG. i ~
5. IF A SOIL TEST IS TAKEN PROVIDE FERTILIZER AND i , , ~ ~ `L_2__ r- A ' rQ• D i I + I I \I t I 1 I I f I I I I I I I I + I
SOIL TEST REPORT. i ~ ~ 9 ? 1 • \ 83 ~ ~ i / • a ~ L1ME ACCORDING TO 30~gg7 f~., I ~ 134 _ ~ I ~ ~ r4 P ASE ~ I ~ i ( 6. FERTILIZER AND LIME SHALL BE APPLIED UNIFORMLY I I ~I - Q~': I I I I~ I; q I r 1 1 ~ I I I I I I + r I I I 1 , I I I 3 1 I I ~ I ! I J I I I I
AND MIXED WITH THE SOIL DURING SEEDBED PREP ~ , • AD f i 1~ , ~ . 't , , I I I ~ I I I I I I I I I I \l' I I I i 1 + .I
ZONAL EROSION CONTROL MEASURES MAY BE 1 ; ~ RO , . ~ ~ ~ 'v' 0 ~ PUB ? r t I 1 I i I I\ \ I I I I I I i i I I 1 I I , i I I I I , . I ~ I ~ I I I ~ I i I I + I I I 1
REQUIRED DEPENDING ON FIELD CONDITIONS. I _ - ~ ~ . N r , I 8. MULCH TO BE TACKED OR MECHANICALLY TIED DOW I ! I I I I I I
WITHIN TWO DAYS AFTER MULCH IS SPREAD. -M-~._ ' '-"-J ~ ~ - \ P 1 ---1------ ~
1 ~ / I ~ ~ i ~ I \ , I , 1 ~ L I . 136 132
81 7'10"W T z z Z ERR \ BUGGY ~ 3 ~ p IRON AXE U
I I ' 1 , , S , ~ 1• F D FRANK L. t DORTHY 5. W NGO , ~ , , , , C , ® ~ i - I I , S S p ~ ~ 171 I PIPE , FOUND ~
IN # 00533279 , 2a 5EWI:R ~ , , , , ~ / st P 3802 r , , , ~ 1 sq, ft. I MT. 1 l , I ES, ~ ~ , , D.B. 1285 PG. 660 ,y t ~ i ~ ~ i 1 i ~ ~ ' ~ \ ~ I FOUNIp ~ ~
LOT 66 , 1 1>F ~ , ~ . I I~ ZONE A-I tri , i , 1 , , 4I I 1 I \ I BOBBY G. MOORE Z ' Q Q • ~ " PA E G ~ 1 I N X to z t~ I. I PIN # 38020072g82q I- ~ .
~ s9. ft. 1 ~ I I I 1 ~ TAR/ I N _ ---~h ~ I ~ 39 992 Ft.~ 140,462 i 1 _ ~o PIN # Y~E ~ LOT 1 ~ z ~ Z ' B WILL I-7 - ~ w ~ZZ ~ ay I W W
- I 1~ ~ P SUFFER ~ I \ ~ ' 1 ~ I I 1- I- I - ~ , , 1 1 I ~ ZONE A-I QJRVE ENG US CHORD NG - ~.B. 27 PG. 284 N z ~ z + z N ~
I ~ i ~ , I I 1 i , , 1~_„ GI 43.42 30.00 3q.73 ' "W p(3 T ~ N ~ ~ ~ . ~ ~ ~ 1 " •a 1n ~~r 4
1 1 I'~ A 1 1 1 I 1 I I I 't@~:; a~ ~ I I I~ 1 1~ 1 1 4 ~ ,1 1 , Ike 41.34 38.14 d1 ~ ~ II u ~ zg . tC - S C3 45.75 30.00 41.45 E - ~ Zp c
I , 1 , 4 I Na a hnEO.lc At ~ I 1 ~ ~ - ~~~1 1 I I , 1 , , M'SfA GR. $G SO 't .I~nPy (btMl- ~ l7 0 0\1 ~Mti SNb C9 51.05 206.00 50.98 18 E Q z D z Q z
_ I C~ I , ; 1T, , o '1N AM CAN 6QEF~( SG7 (S~µ t~ CIO 53.08 2x6.00 53.00 h7"E SOIL REPORT ATTATCHED WITH PLAN p ~Z ~Z Wz ~
- t ~ s • E.~ ~ _ I CII 31.55 30.4q S31 '55"E SOIL TYPES NUMBERED AS SHOWN WIT4~ 'N -z ~ N Z 'A I " # I BEING THE BEST AND # 4 LEAST > ~ g ~ ~ g
CONSTRUCTION SEQUENCE: _r, - 2a _ y_~,,,_ _ ~ f eeboard l }~..-3s 3 ~ P eeboa-d ~o CI2 71.81 50 65.7q N4fi X41 I6 W s m „ DESIRABLE FOR SEPTIC SYSTEMS. ~ aA_ ACA. acA. A 65.26 60:72 $6451(149 W
1. OBTAIN GRADING PERMIT FROM THE NCDENR, ~ '•r"'" 1 LAND QUALITY SECTION. t v -J' I 50.00 84.49 ' "E ~ A H C14 00.64
2. SET UP PRE-CONSTRUCTION CONFERENCE ON-SITE WITH THE • \ ~ ~ . CI5 19.01 25.00 18.56 'Oq'14"W GF1rERAL NOTES,
E OSION CONTROL INSPECTOR TELEPHONE [phone]) ~ , R ~ 170 ~ TO DISCUSS EROSION CONTROL MEASURES. _ 1 ~ CI b .68 120.03 914'41'21"E
CONSTRUCTION ENTRANCE 51LT DIVERSION 3. INSTALL STONE , ~ Clq 1.23 61.12 90d'04'46"W I. TOTAL NUMBER OF PROPOSED LOTS ¦ 74 e cftl b SPECIAI. PURPOSE LOTS = 4
D SEDIMENT BASINS. CLEAR ONLY AS NECESSARY _ nm DITCHES AN ~ 'A( n '(l V~C1 r J H SE MEASURES. ; IS 6P~ l:~' C20 22.09 360.00 22.02 07'23"W PROPO~'ED BUILDING LOTS = 70 C21 49.40 .00 4q.31 '16'35"W
TO CANSTRUCT T E p l t S~ 4. CALL 919-571-4700. FOR AN ON SITE INSPECTION BY EROSION E ~ ~ C22 47.12 30.00 42.43 46'02"E 2. CURRENT ZONING A-I
NSP GTOR. WHEN APPROVED BEGIN CLEARING AND (~Qt.~ ~ ~ S qJ . ~ CONTROL I E , ~ ~b t ~ ~ ~ ~ 4 to WNW W ~ 71 .o0 42.43 13'58"W 2. MINIMUM LOT SIZE = 30 000 SQ. FT. r~ 3 c23 4.2 r
SITE. bITGd 3 GRUBBING OF THE , ~ U(~ N 5. MAINTAIN EROSION CONTROL DEVICES AS NEEDED. II O r~1S r ~I 5CJ ~ s~~ C24 21.03 .00 20.41 '08'17"E SETBACKSi ~ f ~ ~ ~ I " FRONT 50' ;
5.G nn. ~ 1~ f"'~ SITE AS AREAS ARE BROUGHT TO FINAL GRADE. ~~P N 6. STABILIZE THE ~ ~•3 C25 4q.50 50.00 47.50 4 Iq W ~3 ~ WI~Nrs Ta ~ I n REAR 30' ~ ~4~.
7. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN 1st wrsliEO ~ONL I OT(pKl ~ ZS 1J7~'(-C sa ACCORDANCE WITH THE NC ER0510N AND SEDIMENT CONTROL ~ 2~ 'I'~i ~~Y~ ~ C26 71.Oq 50.00 65.25 3000 W SIDE 15' ~ ' p bMPiR•IG~t~ C27 75.80 50.00 68.15 '3q'46"E SIDE CORNER 25'
ANUALS US DEPT. OF AGRICULTURE, , IN~~ 1NhC~ PLANNING AND DESIGN M , F~ WIfiN N i~ , S 4 IO .00 40.86 '47'15"E 3. ALL CONSTRUCTION TO BE IN ACCORDANCE ~ C2 2. 50 L I~~OV ~ ~ I " WITH NCDOT AND HASH COUNTY SUBDIVISION
U5 SOIL CONSERVATION SERVICE. ~ I 1~ RID 8. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY ~ ~ ~rj C2q 27.55 36.00 26.84 1304 W
MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES Hots ~Ral a ar wu I ~ I u ORDINANCE STANDARDS. C30 47.12 30.00 42.43 q A6 24 4. OWNER/DEVELOPER=
L MAINTAIN ~ ~ €a o~IRa. sTONf a REAIO'~r sEOUENr ~T r ptvnl TO MINIMIZE EROSION. THE CONTRACTOR SHAL , CONTACT WITH THE EROSION CONTROL INSPECTOR le \ I, l p G3I 21.03 25.00 20.41 ('07'55"E ~T~y Drawn by. ~ er~w ~ I " ~ TH 1rC~~ OTC G32 55.82 50.00 52.97 7q OI I W
soy 5 ~'c uloan~ II ii 1" MED AT 1Q. l 50 THAT PERIODIC INSPECTIONS CAN BE PERFOR Nb QJ2 5 pp P.O. BOX 7723 1" Ir D~ _ r, C33 64.77 50.00 60.34 1'53'07"W ROCKY MOUNT, N.C. 27804 A roved b .
i~ ~ ~ CIASS B EROSION COIIMIOI S10NE ~f IL ~t`4t.J APPROPRIATE STAGES OF CONSTRUCTION. 1~'feAr~ F'b~r, f0.TER rr~aRlc l~K ~ ~ ~v ttUf~` ~ t~ • ~y~'~` c34 2.70 50.00 58.67 1'08'57"E PP ~ C~ 6 PHONE [phone] TH
C 1P•55 I C35 55.20 50.00 52.44 71.18'04"E 5. LINEAR FEET OF ROADWAY PROPOSED
Please add the followin statement to the conshuction uence, "Provisions for imane t CrOSS Seeiton ~ ; , ~ ~ + ' " =JACQUELINE DRIYE = 1024.27 L.F. C36 27.55 35.00 26.84 213 5 W r Date:
groundcover must be accomQ_lished on exposed slopes within I S workin¢ days or 30 calendar 2 ' I 'i°` ~ ~ ~ KIP RAP APRON DIM +NSIONS days, whichever is shorter: within t 5 working days or 60 calendar days, whichever is shorter, in sp' C37 47.12 30.00 42.43 13'36"W =HARVEST DRIYE = 2,605.27 L.F. 7-01-2005 ISIUNS C38 47.46 30A0 42.66 05' 6"E ¦SENECA ROAD = 427.26 L.F.
sensitive watersheds and in rem ' ' areas within I S wo da s or 90 calendaz da s ~ i C3q 40.75 35.00 38.49 N61'14'II"E =SAVANNAH COURT = 545.03 L.F. Job name:
whichever is shorter. Disturbed areas left inactive between anv phase of g~adina shall beT \ ~ C40 5q.g5 51.00 56,56 1'33'14" WOMBLEBOUN2.DWG
tem seeded within 15 worlcin da s or 30 calendar whichever Is shorter." ~ ~ ~ / STRUCTURE N0. Vo ZONE LENGTH WIDTH DEPTH fulowua~o so,l DEPTH COMMENTS C41 159.25 51.00 102.00 '40'57"E 6. TOPOGRAPHIC INFORMATION BASED ON FIELD
\ / 2X 1 I t C4 47.21 30.00 42.49 q'30'41"W LOCATIONS DATUM SCALED FROM USGS 2 TOPO SHEET REDOAK ~,Cj1 ~,p~ 1 RIP p C43 27.55 35.00 26.84 18'3q'15"E Scale: '
/ cv~rx 36N~ ~.5q 2 ~ (v ~ x 2 l.5 \ PlTEA f / C44 25.09 50.00 24.03 6'49'45"W SHEET. '
\ _ J GIJt.V~w#2 119N~ T•'1'7 ~ o I (t i ~ , " 1 -100 (H~ , . G1,f55 I~1~ ~ C45 82.81 50.00 80.05 N40'4313 E
PEAK FLOW NOTE FOR NASN COUNTY: Nom` ' WLU3 Is' 1 lo' S C46 91.78 50.00 79.E '30'08"E 7. TAX ID NUMBER 380200743181 1
~ Gl-/+46 `7 ~ C47 21.03 25.00 20.41 7'5q'25"E SOUTHERN TOPO SCALED FROM U.S.G.S. TOPO
THI SITE IS EXEMPT FROM PEAK FLOW ATTENUATION UNDER UDO 12. Stone Secio,. f t 11 it 11 _ ,
3.3.2.B.V. AS FOLLOWS: OVERALL IMPERVIOUS 5UKFAGE UAP AG./ i v i #%I- i Rra.+ GV WLrGC ~ Z4 '?.9''L I G i O. ALL C.UKNtK LU I5 I U ALA-r-= IM I CKIUK KVAL7.
ACRE 81.47 ACRES < 15%, 14.10 CALCULATED AND UTILIZES THE PERVIOUS PORTIONS OF THE SITE TO MAINTAIN AND CONTROL STORMWATER RUNOFF. Sheet No. q. A FULL 5011 REPORT AND SITE REPORT WILL
ROCK DAIS DETAIL GJUVWS 7A+ S.SO Z ZI (y~ BE PREPARED FOR THIS SITE. L
NOT 70 SME of 2-
i

pp ~
~ ~c ~ o. , ! W O tS ~~I~tV,°;. wc. Q
O(Z tC PLEASE SEE SHEET I ~ ISS ~ IRON STAKE SET ww.~-~ WOOD LINE ~ i i ~ N
D,,.? EIS o EXISTING IRS) STAKE PROPOSED RIGHT OF WAY _ ` I GLASS tl( C
PKS ~ PK NAIL SET - , ~ EPK ®EXISTING PK NAIL IS IN RIGHT OF WAY p.ip f~ a - - ' 36 R~~ 7 v~ 00 - - ~ I ';I 2x S.R. 143 r.
0 E EX T G _,_-Z~IO- - - - - PP ~ POWER P L - - _ A t 1 tf Q~v etA~ tJ m ~ ~ Q 18 28 1 2 ~ p
R/W RIGHT OF WAY PROPOSED EDGE OF PAVEMENT a I.y~' , 28' I I ~'1 ' RRS • RAILROAD SPIKE SET I T 5b - ~ m ~ 4 1 et.ASs I ~r c>7 N
o PIKE ~ I ~ -"Z ERR EX.RAILROAD S EXISTING EDGE OF PAVEMENT t _ _ ~ NAIL SET - i n ~ r- - i i T"- } v. P 3 l6 ~c - ~ ~ 1 J H 1 wZ o N ~p { c1,b55
OVERHEAD ELECTRIC A LINE ' _ ~ ONE BUILDING SETS GK I I p I II I , ~ , i i ~ Ro
I ~ , i I I COMPUTED POINT , , I cP ~ ( I/ + PNAS~ I + I FOR 0~ ~ - SITF Q d "SPECIAL PURP T Q~Q ~C~bbS ~ ~ r FOR USE A5 STOR i CQ .0
MON. o GRID MONUMENT I _ ' I I IPC• .'I i _ - DRAINAGE FEATURE I / tOT 6$, ~ , i ; ~ I\ ' Ie i I I ~ C SE TI " ' - p I =1 I .0
CMP CORRUGATED METAL PIPE y ~ t I ~ ~ , ~ , ~ b1,276 sq, t. I r ~ I I I ~ IN i . I 1. r, I B~UI-AEI ~
PED ®PHONE PEDISTAL SOIL DELINEATION LINE I I , ~ I + ~ / , I I I 45 , OT I _ I + _ I ~ I 30, ,,•;i''3~,013 scy ft. I i _ f i
I ~ II W ~ I I I I~ / ~ / i ~I~ ,O i ~ , I_ i ~ I , i t ~ Yt~?~1 ~ y ~ rn~ o Soh I ~ 1 ~ W
+ i ~p , 44 I , i + ~t I ' ~ W ~ 1 1 t; i I - ~ G N
4 I ~ I i~ ~ I + I a80q i I I I I I I I L( ' ' ~ ~ Ii ' LO Akt. ~ ~ 0 N
/ I` -J ~ I . I I
' I V I I = z I ~ NTS v?
Flat Area- / I I i ~ I No Well-definedChannel - I - } i W rn ~ ¦ r-1 ~ a W I I ~ EEK I PROPERTY LINE ~ Z 4.
I I ~ + i i ~ \ i ~ ~ i. REEK N BEEN FfELD LOCATED. m p
I ~ ~ ~ , ~ A ' I A 1 ado A I I ~ I ? 1 ~ 1` ? _ P - ~ _ ? i" N
a W ' ~ I ~~~p~ i20 - _ SED1A'IENI' I3AbIN DIMENSIONS ~ Q ---1 ~ .A I O CS ~ W C7
I V ~ ~ ~i'M1JIiR+.. V + 1 I I _ I I V~tON~SLF Ft~S SU>~D~Vts Al C~(•. Z ~ A11 I i
' Lor 6a I t - - N ~ q5. ! ~ UFF R` ~ I ~ BASIN SPILLWAY REQ D FLOW STORAGE DIMENSIONS (it) cp N
Plan + 60 13q s ft. I r + li 17 qr I 'l 1_ a I II , k4 r~tTS~` 1 I ,1T5." I I 3 N0. ' (L X H) VOLUME Ic1s)
~ IRON 5 ~ + ' p rQf--- 1 1 ' ~ 70P BOTTOM DEPTH
PIPE W ~ I i r lal'j(~ E--- 1 1 S~ ..'i {cl) I,;, I ~ l) ~ LOT 1 I i- 1~'? r e I / • . r r GaP9Ti9ht®, £994'l~s
~ FOUND ~ i I I I + ' + ' I I I iltef ~ I A I I I 1 I I I I 1 I ~4, 456 9a, I I % V Z X Q•`/ I ~ ~ (/lI •0 ~ ~O Z 4 K gNL1EK ASSOgA1ES, P.A, I I I •f . All Rights Rasavad. ReproduMion or use
~ Section AA F Notes { ~ I W I I ~ I I ~ blanket ~ ' I I II _ , ~ II I 1 I i I 1. La is the IengM of the riprap I ~ I I , I I I I I . I 1Y 2 / - . / / / 1 " of tha content of ihia document, or i
ron. t ~ I y I I ' I I I ap i I / 1 Ir I I I N~ ~ I d ~~7 ~ rt'` ~ I Z 0•s ~ r~0 ~ . ~V Q ^ t 2 Z ad~tbns a deletions to this doament, 1 ~-'t ~ i I ~7~ ~ In whole or In part, without written con-
Pipe OutlettoWell-defined p, d=1.5 tiro the maximum I r I I I x' el ~~ss but not less .-1 / I I I I ~ Charm stone diamet8t I than 6". Q ~ { j $11~ ~ t I I W 1 I / / r r ~tHIBI gNL1EK ASSOgA1ES, P.A., is ® 3 2 K 05 l '7 .tlt) a 13 fC 30 rJ'~ ~ Z(o ,2.S PRO TED I
-1 0 I I I I ' I + I 3. In swell-defined dlennel ex• D + I ~ ml ALT # 2 ' r r tt p DW D BUFFER 3d IN WIDTH " s ,DO 3 . l 2. / S 1 ~ ~ t • S /
on Ihedlannel _-~16' t I + ' I I`~ / II tendtheapr up t- _ _ ~ I ~(y I ~j , banks to en elevNion of 6° r I I I I~ I ~ 52'p ,LOT 51 10 ~ - I ,ny I i _ I T 53 to ~2 600 ~ } 3x600 gq. ift 3~i ML . i" N x o 2aG 5 x 1 S i x ZI r~Q ~-y , LOT 4 1 . , Ap T EXIS ING STREAM
A above the maximum tailwater ' A - - hortothe dyrebank, 2 q62 fb. I r ~I ~ I dept . i~ ~ i II i 0 74 Atres r ~Ir f4 141213 9c{, ft, ii ~ T IS NE LY NON-BUFFERED. / ' / / ' / 3.5 x I ~,ZGG•ov q IcSo $Z x"~Z 3.0
whichever Is
fiber fabric ~ , I A I + ' I filter blankets ~ + N I I I ~ i ~ i I ` + 4.A , should be insteled between / N , ~(~11T5i " 10 t I I i i I ' , G to ! g30•o0 Rea 0 ~ t2 KQ3 Zev ~ 1
a„deglleundation. / I I II I I I the riprap ~ I + I , I I / ~ I t' 1/e I I . / I I I' Plan I ~~,~a~a I I I ~ + + I I ~ ; ~ ~ PA IE G. JOYN `r r ' .00 ~ r r / 1 ~ . f PIN SE02007214 3 X 2 'EGG 2Z >t X 3Z Zr0
/ I ~ 1 I ~ , ~ I I 1 I I I , I I 1 I\ 1 ( ' 1. _ 2 B WILL I-7 -32 ,
I + I a I ' + ' I - A I S ,c ( 13 (o Oo 3.5$ ao'x D, Rz rx SL, z, cr ~
La • '1 I ~ I ~ L_°_-' t 1 I I 100' , 'Jf{, ft. I r 100 t / 100' . 6 7 ,DD ~$.0I (DD x ~Z Sg .d 0 ~
I Imo' I x, le I AO' 60 100' K tir~
_ I I ~ I ~ 1 1 N
II ul sectbn AA - , J„ '71 i Fitter A<'`,' ,1• J I ~ J.. 11 1 r- I ,
et 0` I I blank ~ I I ~ ~ I I I I ~ b ~i I + I i ~ ~ ~ i ..1
Flpero 8.4,c Rgrapo~etWawMew faa~apaomVe SWCC,. <It ~I I + I ' 1 ~ ~ ~ r^ ~ I 1 1 ' ~ VJ
' I- J I 1 I ~ i I I I I I ~ t1 ~ t ~ 1 i ~ I
• / LOT 5Q I i + ' / I LOT 56 1 t ' I , t
' E ~ ~ ' LOT 55 _ 60,028 5 60,028 sq, ft, , 5~ , e I ~ o
. II ~ , , I Leo Ac ~ , I i i ~f2r 117.50 sq, f. l v w~ 1 I I f , ft. µ T I•Ab Acres ~ i ~ o
09 4,. I I I I .y.~• I H'i2 M~ 01 It I ~e~ I ' 1 ~ I I * li~ ~ tt I C~" t t ~
y,41.,0°~ std[ As IxerwrEO ae av+,a LLJg I I I ~ I I i~ ~o•n,ea, ooyz ~ I I I W I , I 11 ~ t. ~ ~ I D .
H=A=D eau nodF i w¢3 t I ~ t ' ~ J Op ()i r0 FACE OF xtit f' V ~ 1 I - a yF 1 ~ ~ ~ ' i ~ 0 / ~ ± i TABLE N c~
/ 1 ' CURVE GTHRADIUS CHORD BEARING 'Z •~•a ^~y t ~ ' ` ~ I u ~
, ~ ~ ; t 62 I • 121' ~ o li 60a dq, ft. j a 1 r 121 ~ • ~ CONCRE CI 43,42 30.00 3q.73 N28 54 42 W a. •r ~
- o,~ M NT C2 41.34 30,00 38.14 ' " _ Izy OUND 'F~ ~pCi47/DI~S C3 45.75 30.00 41.45 N51'34'32"E to Q
. ~ PLAN s I V _ ~ I~C1 M Cq 51.05 265.00 50.88 S72'5gll$nE
Eadnr DOWEL + II _ :~ifY1-'` - O IV Caler..Nrxr IB ueEal • I ~ 7L• , : _ . L ~/p/21~ CIO 53.08 285.00 53.00 1179 r,,l 17 Sb 31 E "~I r ~ CffAE 321 9G~1,1~~(' ~ t3Y ~ S
O END ELEVATION ~~"K z ~ + I ' ~ ~ E - f0a x (i8 e ~D~~ CII 31.55 35.00 30.4q 531'21'55"E . I R
'mZC=i"' e a e LLHQ i II ENT I =09~ O~>, ~ l n~ I -I m ea,aas n ewu s aaaaalw~ r ee. H ~ I + FOUND o / I 1 ~ 2'~SZ 1 MRS. G12 71,81 50.00 b5,7q N464116 W ~ N a1~ q v, >g~ ~ p~~ ~.e ~ . 65,26 .00 60.2 554°4b'4q"W
n ° m s ears eau nw $ ° ~ i b~ t ~ ~ ' ~ ° ~ toe otA. w w ,r ar er a er w a:• •a" ¢ ~ FRANK L. # DORTHY S. WINGO J I I ~R S' CI4 100,64 50,00 84.4q 540'ib'25"E
m m S I I I I I I j I I I ,a, ,r • r Y r •r w •x" r ? J I 11 I r ease r 3327q I m = ~ I I ~ III . , . e e a o , PIN 3802005 I 4's III a rF. ~ ~ . I " CI5 Iq.01 25.00 18.56 N76 0914 W Q
~ .a.,,aa.taea2 LOTS D~ ea ~ e m. : t a a . e t e • • • ° e O e P.B. 17 PG. 12b _ I CI6 120.66 335.00 120.03 564.41'21"E
9 y r v t 00AU s w w as ,r r w• n n 1 I m et r o rarx ue. e e w w I- W ~ 1 I___ t f T ornaui ca,ermknaw .rolxr w ~ L Clq 61.23 300.00 61,12 Spb•Oq'q(,"W ~ 1/'~ r~I~W I 1
' n aArstdd we edaera tErartms x ~ `1 I .ia m C O~ FIFE H ' I I I ~ o a H eaa,¦ aaaa,a 8 I LO' ~(,t, r71fGN c2o zz.o3 350.00 22.02 51ro723 w . 1 11 C21 4q.4o 350.00 49.36 sob Ib 35 w
L N ~i ELEVATIONI awp ayr,aaaae araeu nF CCUBLE nre al e 1 I 146 6 ft. to e t ro x t ro' r ~ I I i mHm o x a e r w=~. I 2 I I Diz~l ~ ~ In-I N . I " w C22 47.12 30.00 42.43 54 46 E
= A le" a'•a• 1 • r !1/' era" B'•6" 0.1 4'•2" i'•e" 1.0 I I I A .,r r•r asa• ,o s'•r ,.0 2'•r^ e'•„ ,.e O t I 13RANTLEY FAMILY TLEY FAMILY P RTNERSNIP G23 47.12 30.00 42.43 S47'13'58"W I # 3801 1880 ~ P N / C24 21.03 25,00 20.41 N68'08'17"E
m 2a^ a'•r r•r .'•o• s^ ,r r.o" ,.e a'•a^ n'•a" 2.o S II LOT. bl ; PIN 380 so" r•a• rx ar a14• nts e'•s• as a'•a• ,a'•a^ a.t li i D I P( • ,e'•r a.a A . I I ~ .8. ae• a'•r •r rr •,r. a.a r•o - 156,473 ft.l D.B. I PG. 206
ws• B•r e'n r.e• aM' ,tk ,r•t• t.e '•,e' te'•a' e.o I ae" e'•a^ r dIEEr , i i ~ ~ ~ \~a I C25 4q,50 50.00 47.50 S7 4'Iq"W ' G26 71,09 50,00 65.25 N38'30'00"W
I xaEr , d s •dE assn a 83S.f1 't I ~ ~ a ` t " G27 75.80 50.00 68.75 N45'3q 46 E
839.01 _ i ~ , D ~ 1 C28 42.10 50.00 40.86 566' 7'15"E
> , CH DIMENSIONS ~ , _ TItAI ~ZOIDAL llIT , , , r ~ ~ G29 27.55 35,00 26.84 '13'04"W
`~D'1l I~0 x ~ i i ; i I ~ ~ C30 47,12 30,00 42.43 3q' '24"E ~ ! RUNOFF CAIrQJI„ATIONS AT D10Q~tRGE P01NT'w!" pl 21,03 25.00 20.41 N71.07'55"E ~
Q2~~8 I r I 't ~ ~ r I SS D(tt) Wlftl Blft) n V,o. $tetlilir~on '$Ot~ p. , , ~ , DITCH Q,o S,l%)- 2. ~ EN1' Q P05T•GEVELOPMENT Q I " y ~ ~ PdNT # Mtn-ORVELOPM C32 55.82 50.00 52.97 57q'01 I W
N0. { ) ¢ 5 IRON ; ' \ ' i / I ~ 1 0 ¦ 0.86 b,b 0.34 ¦ 0.81 CFS Q= 0.45 bA 0.34 •1.04 CFS G33 64.77 50.00 60.34 N3I'S3'07"W N d
v~Q PIPE ' ! ~ ~ ¦ 0.38 • 0.90 CF5 0.45 6.8 0.38)•1,16 CFS C34 62.70 50.00 58.67 N41'08'57"E Z 2 Q 0.35) b.$)( I r 0.' ua d
?.S a0L jG ?r UND ~ ~ . r I ~ I ~.GS e ~ ~ ~ G35 55.20 50.00 52.44 571 104 E w ~ ~ ~ 3 Q ¦ 0,35 b.b 1,35 ¦ 'J.ZI CF5 Q¦ 0.45 b.8 1,35 ¦4.13 GF5
.S D•t ~ ~ STS - 1 % I _ ¦ .42 CFS Q¦ 0.45 6.8 1.02 •3.12 CFS C36 27,55 35.00 26.84 N6 'I3' "W a ~ ~ 4 Q 0.35 6.6 1,02 0 C37 47,12 30.00 42,43 550'13'36"W ~U ~ c
I .S J eQ SG P I ' , ~ ~ ~ 4q, 5W ft. , ~ t.t2 Ac"e~ ~ ~ i 5 Q =(0.35)(6.8)(3.26) ¦ 7.75 GFS Q¦ 0,45)(ir8 .26) 9.97 CF5 1 " ~ l , C38 47,46 30.00 42.66 540'05 6 E ~ r
.S T r9'~ t ~ ~ I ~ ; .S I .S 02 ) I~, 1 fo Z 6 Q ¦ 0,35 {6.8 9.60 •22.84 CF5 Q¦ 0.45 6A 9.60 ¦29,3 GFS ~ 1 " m i _ (
.S I. t 6. O.OT .yC 1S ' -,-emu ~ '2~,~E ----r,~-3:13'A8'~E ~ C S Q¦ 0.45 6.6 2.86 ¦7,22 CF5 G39 ~•4q N 11411E i Z ~ ~ 7 Q s 0.35)(6.8 2.36 .GI F C40 59,95 51.00 56.55 561 '14"W
5 I •GZ ~ 3 Z . ? 46 24 Q ¦ 0.35 6.8)(4,44 •10.56 CF5 61. 0,45 i.8 4.41 -13,58 CF5 C41 159.25 51.00 102.00 N04.40'57"E A~ sQu 6 (
.S .2 C.a3 3,79 S ~ QL 2 1' 16.1 203.28 ~ . ~ 6sb' 2.a~ L: t 7 .2 b ¦ 10.41 CF5 r2. 0.45 6.8 4.6 •15.01 CF5 C42 47.21 .30.00 42,49 ' " c N N d q Q (0.35)(6.8){4.) ~ ) S4q'3041 W ~ I " o ~j , G43 27,55 35,00 26,84 SIS'3q 15 E W
' .S .z O o3 2•~1 ~ s S ~ / ~ Dq o.s 2. I.S -t ~ ~A NA E POINTS ARE 6ASIN5 N ~u4 ~ DISC RG C44 25.Oq 50.00 24.83 N2b'4q'45"W > tY Z a
.b D.S ~ l.S 7.S p.Z poi ?ref ~ - - ~,,o. 8 1 - - ~ a~ • C45 92.81 50,00 80.05 N40'43'13"E o:
q ,gg I~.S ~.S 0•t co3 (,•31 6 S? ~ •~7Z 2•I ~ ~ I>~ ~ C46 g1.78 50.E 79.43 500'30'08"E
~p ASS ~ - C47 21.03 25.00 20,41 N27'Sq' 5"E
10 ( 2•Dp 2. I I.r O 2 mall .34'f / s s ~ i cc / F
.S ?•S D•Z ao3 2.si4 h~~G t7s ~ ~ ; II x,19 o•ss r•I l ~ ~ ;
% I 2•~ R ATTATGHED WITH PLAN ~f 501E REPOT , 501E TYPES NUMBERED AS SHOWN WITH .a
~ - .S S ! 0,~ ,•~g ~.I I.S 7 pz o.o~ ?•t;G aeG SZ . ~ # I BEING THE BEST AND # 4 LEAST
I~ 0 DESIRABLE FOR 5EPTIC SYSTEMS,
ci is l I~ / ),,apDLINE SEEDING .MIXTURE L7 SPECIES' RATE (LS/ACRE)
I, N TALL FESCUE 80 GENERAL NOTES:
DITCH a,o S,{%) SS Dlftl Wlft) B{ft) n V,o. Stabilization / S IAL P ~t~ N SERKEA LESPEDEZA 20 I. TOTAL NUMBER OF PROPOSED LOTS = 74 KOBE LESPEDEZA 10
N0. tH:VI ~ F US STORMWA J / CONSERVATION N i - SPECIAL PURPOSE LOTS ¦ 4
s E13 ~ SYS LOT 60 SEEDING NOTES= PROPOSED BUILDING LOTS = 70 _ , 1, AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED. 2. CURRENT ZONING A-I
s T•37 I.Do I ~•S Y• p Z 2 ~ 273 ft. gw 2. WHERE PERIODIC MOWING IS PLANNED OR NEAT APPEARANCE 15 DESIRED, OMIT Drawn b
1 .'ts • ( l.S ,s p.2 ~I EDq r b•A3 Acres I~ 2 0 SERICEA AND INCREASE KOBE LESPEDEZA TO 40 LB/ACRE. 2. MINIMUM LOT SIZE =30,000 5Q. FT, Y~ 3. TO EXTEPID SPRING SEEDING DATA INTO JUNE, ADD 16 LB/ACRE HULLED BER- SE7BALKS: TH
• LS s o•2 0 3. 7es 17 ~ o , I S AREA OF THIS MUDAGRA98. HOWEVER, AFTER MID-APRIL IT 15 PREFERABLE TD SEED TEMPORARY FRONT 50' ~p~ REAR 30' Approved by:
Z: I•S .Z ?fi3 ~ s I t ~ b•'•+f 4 LOT NOT TO NURSE PLANTS= SIDE 15' TH
• I,S .S ,2 3• S BE USED IN 2• 7 O .a3 7$ I L EA CALCULATION BETWEEN MAY i AND AUGUST 15, ADD 10 L8?ACRE GERI9AW MILLET OR 15L8?AGRE SIDE CORNER 25'
• A 51ZE. BD p.'t2 ? • ?S Z OA3 V ~ SUDANGR/158. PRIOR To-MAY 1 oR AFTER AUGUST 15 ADD 40 LB/ACRE RYE(GRAIN), 3. ALL CONSTRUCTION TO BE IN ACCORDANCE Date: SEEDING QATESr WITH NCDOT AND HASH COUNTY SUBDIVISION. 7-13-2005
S 0.`ds a.S~ 7: ? t•S ? S o.2 p^03 ?•yt t i BEST P09618LE ORDINANCE STANDARDS.
S. J I FALLi AUG. 25-SEPT. 15 AU~s• ZO-OCT• 25 4. OWNER/DEVELOPER: 'LATE WINTER: FEB. 15-MAR. 21 FEB.I-APR, 15 EASTERN L SALES Job name:
~2 .~S x.59 2• .s ~•S 62 ao 33 . • UE AND LATE WINTER FOR LESPEDEZAS, O'VERSEEDING ~ 4 W FALL 13 EIE5T FOR TALL FESC P,o. Box 7723 WOMBLEBOUN .D G
~•ZZ I 7~ l I J .S o^2 m.aT 6•ot SYS' OF KOBE LESPEDEZA OVER FALL SEEDED FESCUE 'IS VERY EFFECTIVE. ROCKY MOUNT N.C. 27804 SOIL AI'~OMENTS= '
3 2 . t -t.S 0 0.0 ~ bs S 2 Z APPLY UME AND FERTILIZER ACCORDING TO 501E TEST/ OR APPLY 4,000 LB?ACRE PHONE [phone]
GROUND AGRKULTURAL LIMESTONE AND I,000LB/ACRE 10-10-10 FERTILIZER. 5. LINEAR FEET OF ROADWAY PROPOSED Scale: MULCNr HARVEST DRIVE = 2,605,7 L.F. 1"=100' (H)
S o.61 •'ft It I.S -t.S O.Z o.03 ~eb1 S~ APPLY 4000 LB/ACRE GRAIN STRAW OF EQUIVALENT COVER OF ANOTHER SUITA6LE SAVANNAH COURT =545.03 L.F.
n_ z~ I 7 ~ : I ' f .S 1•S ~,2 n.o3 ?.~8 ~Q~ S7s i MULCH. ~tNCNOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY _ L~ ROAD ¦ 427,26 L.F.
W ~ j CRIMPING WITH A MULCH ANCHOR TOOL. A DISK WITH BLADES SET NEARLT 5TRIGHT SENECA ROAD * 513.13 L.F.
ZZ 0-w t -S 7.5 0,2 p,a3 -oz ) J CRETE CAN BE USED A5 A MULCH ANCHORING TOOL. JOQUILINE DRIVE =1,024.27 L.F.
-149 s 2. p.03 NUMENT G511 -S:f S' t ZFOUND r MAINTENANCES M REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH 15 FULLY ADEQUATE. MAY BE 6. TOPOGRAPHIC INFORMATION BASED ON FIELD E:f .
N AKE - ' MONED ONCE OR TWICE A YEAR, BUT MONNG 15 NOT NECESSARY. RESEED, LOCATION5 DATUM SCALED FROM U5G5
IFOUND 3d0.21 MRS PLYER NEIR5 N IR5 FQtTIUZE, AND MULCH DMIAGED AREAS IMMEDIATELY. TOPO SHEET REDOAK E (Z J'gzL 17
N65'2q 42 PIN # 380200324320 NO DEED FOUND 1324320 7. TAX ID NUMBER 380200743191 JND

N 0
LINE TYPE SOIL TYPE CPER N.C.D.O.T.J O
~ ~ ~ I
EXISTING R/W SEWER EASEMENT ~ 1437 ~ S.R. o0 2 3 G
EXISTING CENTER LINE p,~g. P P ~ ~ 1 ~ ~3. Q ~
- - _ EXISTING EDGE OF PAVEMENT ENCASEMENT PIPE - n-vvwv. WOOD LINE TO BE SDR 1418 OR 21 r~ ~ m ~ Q ~ o ~ ~
Q w N z ~ ~n
P.V.C. PIPE, 3 6" PIPES U ~2 a N ~ ~
PROPOSED RIGFIT OF WAY I , TAR/PAI"I TO BE BURIED 4' RL cn ~ >
~
~1~~ ~ Q ~ B~UL
I i ~N ~ BUFFE~ BELOW ROAD SURFACE. U fL ' N
w - W rn N Q,
4-~ 30 ~ ap LOT I ~ ~ ; LOT 33 Z0 c W W t\ 1.1.-I ~ ~ c N
Q I R D ~ / LOT 3q C ~ ~ ~
~ ~ U ~ ¦ P-i ~ .
LOT 35 Z i 1 LOT ~3 NTS =
~Q' / J o n `INV. OUT C~ 17(0.16 ~ ~ i ; LOT 34 i ~ L Q U U ~ I-IEADWALL ~ m^ m ~ ~ LOT 3~ i i i I I i rn N
+ r 30 ~ a W I I 1 I 30 Z
t1) ~-------------J ~ ~ O ~a ~4 ~q._ TO BE INSTALLED m I I RAD, I I ~ ~ ~ O RAD. z
I _ L ur
l~ N C~~ --L------------------------- - ~ ~ I - ( N W I ~ --d- Z
~ J ~'T' RA " u 18 I A I N a sEw R 13+ o 2 I2+DO
0 +0 + o a to+oo +oo
a+oo I +00 R D, 7
lu o RA DOUBLE 36 + ~ 5+00 C~+00 NA VAST R/W UBLIC 50 P RIVE EST V
I , I CoP)Tlght~, 2005
3~ ~ 2.c.P. +oo GNLIEK ASSOCIATES, P.A. + M All Rights Reserved ReproducUOn or use tY~ I I EN T of the content of this doament, a
~ (CLASS IV) 0' SEW~R~ 4+~0 1 WER EASE edditfone or deletfone to the tloaiment, 20 SE
SUBDIVISION ~ ~ @ 1.00 L _ _ - - _ - - - - - - - - ' - - In whde or in part, without written con- sent of GNLIEK ASSOCIATES, P.A., (s PROHIBITED,
ENTRANCE INV. IN C~ 176.6` BASEMENT
SIGN i 44 L.F. ~ r--_ - I
EASEMENT. J KL 3~ ~ ~ i r- ~ i r------------~ ~ , , I
~ ~ + ~ ~ , , I ~ I + , + + , +
U ~ ~ ~ LOT 74 ~ ~ , ~ ~ . ~ I I I , ~ ~
~ ~ , I
~ ~ ~ LOT 73 ~ ~ LOT 72 i ii LOT 71 i ~ LOT 70 i + LO ~ I LOT + T ~O8 I 0 I LOT L T ~q I + I I i
/ ~ i i , , i i I I ~ ~
~ i , i i i CPER N.C,D,O. ~ ~ ~ T.] i ~
~ SEWER EASEMENT .
~ ~ ~ o
NIGH POINT ELEV = 182.00 ENCASEMENT I ~ o PPE ~
~ ~ ~ TO BE SDR 1418 OR I ~ 2 ~
LOW POINT ELEV = 180.55 NIGI-I POINT STA = 5+46.Sq q ~
LOW POINT STA = 2+21.66 PVI STA = 5+50 P.V.C. PIPE 3 6 PIPES ~
_ TO SE BURIE ' ~ D4 ~ PVI STA - 8+00
PVI STA = I+qO PVI ELEV = 182.Iq 1'VI STA = STA - ~+g7.02 0 ~ ~ BELOW ROAD SURFACE. ~
PVI ELEV = 1~4:~3 0 ELEV = 181.40 ~
PVI ELEV = IS0.00 A.D. _ -1.04 PVI ELEV _ o~
A.D. = 3.56 K = 144.06 A.D. _ _ A,D. - 1.22 - - 3 ~ ~ ~.D. 2. 4 N N
K = 82.10 H
K = 42.16 K = 3 Iq4 K = 35.00
~ ~
rn o
Iq2
23 ~ I ~ ~
iq0 0
_ p
188
186
184
0
182
180 _ _ _ - -
178 -
176
174 0
172
170 ~
'rri
c 0 .N
168
m
166
164
1~2 0
I~0 y" i:..
S f. K .'~t
158 5 ~6 Wig:
15~
154
Drawn by: TH
152
DATUM ELEV Approved by:
TH ~ ~
150.00' cow r~ ~~y os m~ cow mo v~ r~ ro m~ ('(1 cfJ = ty N d' O dD ~4 cp O - L(1 d- ~ Date: •`9 •dJ •1(1 .`4 .I~ .O .fit .6" ,O .~9
~t d- N ~ O . cA ~ (V N _ tYl . (Yl _ cfl (rl _ Al _ • N 8-3-2045 m_ N- o ~ ~ ~ ~ m m m o
~ ~ ~5 ~ ~ ~ s ~ ~ m ~ ~ m cv --1~ - i~ _ I~ - - r - I~ _ f~ _ 1~ _ ~ --1~ ~ Job Home:
WOMBLBASE.DWG
0+00 I+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 + I +00 I I +00 1+ + q 00 0 2 00 13 00
1 Scale:
NA HARVEST DRIVE PROFILE 1"-50'
0
BAR GRAPN 0=50' BASED 3ASED ON FIELD LOCATED ELEVATIONS
0 X05
ZZl 50 0 25 50 100 200 ~P 5go Sheet No.
5 of 12

LINE TYPE
SOIL TYPE O
EXISTING WW O N
1437 c
EXISTING CENTER LINE S.R. ~
_ - - IXISTING EDGE OF PAVEMENT ~ ~ ~ Q ~ ~ m m
rvYwm l^ICOD LINE ~ ~ ~o W N
Z C N
PROPOSED RIGHT OF WAY SIT ~ Z p N ~ u ~
-7 ~ ~ >
.p
~ ~
3 ~ ~ a/ N
0 ao ~ F- 00
Q ~ p g 17 PG • 2~~ U'1 c W ~ V W N °7"'
- ~ ~ f° ~ J P®I ~
O J a ~ U Q a
~m z NTS = Z ~
za ~ Qw
~ Z Q a _ ~ ~o
m~ o ~
Q~ ~ a
O~ ~ I I ~ W ~ cl7 m Z m I
. , i z LP , N ~ I o a
I r I LOT 58 ' ~ ~ c° ~
20' ; ~ i LOT 44 i i LOT 53
P,S.D.E:~i ' i ~ i LOT 5 ~ + 4 ~ , +
30'J RAD. I ' m ~ Copyright®, 2005 I ~ ~ CINLTEK ASSOCIATES, P,A.
- - - - - L. - _ _ _ - - ~ - N \ All Rlghtn Reearrod. R roductyn a uee - - \ of the content of thbdocumenl, a
INV. OUT C~ 168.x/8' 30' RAD. R P \ addtlons a de)ettons to thta doament, 11 30 RAD • In whob a M part, without written con-
30 RAD ~ ii 35 RAD , LO neni of CML ASSOCIATES P,A, b T~Sq _ ~ 1 PROHI~IED. ~ ~
13+00 14+00 15+00 16+00 I8+00 Iq+00 20+00 24 R P 1-- ~ ~ 20+DO
~ 30' AD' 21 +00 22+00 0 ~ 23 + a + + + cL 24 00 25 00 00
~ ~
`p HARVEST Di21VE 50' PUBLIC R/W 20
P•S D 1 7 2 .4 CL R DIUS 310
m
~ + ~
m 25 RAD
~ ~ N o
18" R.C.P. ii n ~ r------------------- \ • l`~ ~I
(CLASS IV) ~ ~ • ~ r------------ C~ I.00 % ~i ~ i
I I ~ ~ ~ 0 N I ~ ti
t I I I ~
INV. IN C~ 16q.22', LOT 65 i i LOT 64 i ; LOT 63 --y ti ~ i I I ? d .OT 63 q
~ I LOT ~2 ~ ~ U LOT ~ 1
44 L.F. I ; I ~
i ~ ~ ~ o~
~ ~ C~ ~
~ o
o~
N ~
~0`
Iq4 V
lq4 `l n~,~ N ,.1 V
Iq2
Iq2 ~ 0
1q0 ~ O
1q0
188
188
186
- + 186
184
184
182
182
180
180
178 ~
178
176
I , 17~
174
+ 17 4
172
172
170 - _
.N 170
1/8 -
1~8
166 1~4 16~
l~O
4 _ _
162 _ 1
- ~2
160 - -
1(00 ~ I ~3a
158 i?;:
158
15~
156 I Drawn by:
154 TH
154 Approved by.
152 TH
DATUM ELEV 152
Date:
150.00' oN cv~ ~m N~ r~ ~ ~s ~m ~o ~m 6- (v m 7-7-2005 o Nap In - ~ m m ~ o m m
O~y O~j O_ O_ O- O ~p ~O ~ 6-~ ~ ~ ~ dJ •m •Lc~ .N .m •o .r o r • • ~ Job name'
r~ r~ r~ r~ rr r~ ~ .9~ s~ r ~ d~ ~ m m m N m N N WOMBLBASE.DWc `9 ~9 ~9 ~ ~9 ~9 `4 L4 ~9 `4 ~ `9 N
~+w 4+vv iatvv iFO+vv i /+VV ItS+UU I9+00 20+00 20+00 21+00 22+00 23+00 24+00 25+00 2(o+40 s°°'°:
0
snrz CwwN r_so' ~O~ 00,E o u p 100
so P~,.(g8 IE PROFILE
BASED ON HARVEST DRIVE LOCATED )GATED ELEVATIONS sheet :No.
6 f 12

LINE TYPE SOIL TYPE O
O N
EXISTING R/W I
EXISTING CENTER LINE S.R. 1437 c
- - - EXISTING EDGE OF PAVEMENT ~ >n q N 'er m ~ ~ m
~ ~ o
rrvvwv~ WOOD LINE Wz N c ~
PROPOSED RIGHT OF WAY SITS ~ z o Q ~
~ -
'v
B~llLAN ~
N N
n` m H ~ W ~
G W ~ N
c c ~ r--~ o
~ 24" R.G.P. ¦v-~ - N V
(CLASS IV) NTS = z
iv ~ C~ I.00 % , i N ~
I I I I Z a_
~ ~ + ~ .INV. IN C~ 161.47' I I i I > 1- 0
~ 0 ~ ; 5~o L.F. I I I I L N=
I I ~ ~ ~ cn Q ~ ~ W Z - I I LOT 56
~ I I i~ N ~
LOT 54 ~ ~ LOT 55 LOT 57 ~ I I , ~ ~p ~
i i i I I i ~ I I ~
1 L---- ~ T ~ ~ 1 ~ ~Prleht z~s
tr-~ I ciwL~it AssoaA~s, P.A. 3 R A D . ` All Rights Reserved. Repraducdon a use of the coolant of this document, a
add(tlona a deletkns to this document, In whole or in part, without written con-
Q ~ i ~ sent of CINUEK ASSOgAtES, P,A., is 1 ` PROFIIBIIED,
~1 I
I
V 3°~'P0'D I+00 2+00 3+00 3+00 4+DO + 5 00 1
N m ' DE
W ~ N 20 P. . +
~ ~ 3 C = 23+0.33 50' PU = o P = 3+67.53 CONCRETE >D PUBLIC R/ ~ W
rE
N ~ 3° ~L~ MONUI"IENT
o ; INV. OUT C~ 160.g1' ~ FOUND B i NT ~ N O
BRANT I'll ~ LEY FA LY PARTNER~NIP ~ ~ ~
Oi i ~ PIN # 3801008188 0 0
3 i LOT ~7 o
~ ~ D.B. 1857 PG. 20~ ~ ti~
(Y q ~
~ ~
~ ~ ~ ~ o~
~ o
o~
N ~ ti
'V „N
"~I
NICN POINT ELEV = 167.51 I(o7.51 ~ o
NIGN POINT STA = 2+37.76 ~U X37.76
N ~
PVI STA = 2+2q.g7 ~7 v,
o ~
PVI ELEV = 167.g7 17 ~ O
A.D. _ -3.2q
K = 35.00
I
I 15.00' VC
r ~ ~ ~
v
r
r
~ ~
- - N
W
170 W ~ W
168
166
_ o
164 _ _ _ N
_ o
I(o2 -
160
158
15~
154
152
DATUM ELEV
150.00 cv~ ~n~ m~ -m v~. ra-
o m r ~ ~ N o ~ ~ ~ Drawn by:
~ ~ !P ~ ~ ~ ~ ~ ~ TH
~ `9 `9 ~9 ~9 ~g ~9 •-`9 _~9
Approved by:
0+00 I+00 2+00 3+00 TM +00 4+00 + 5 00
Date:
8-3-2005
Job name:
WOMBLBASE.DWG

Scale:
O SAVANNAH COURT PROF 1" PROFILE 1°=50' (H)
BAR GRAPFI I'.50' BASED ON FIELD LOCATED 50 25 50 200 TED ELEVATIONS
06.
Sheet No.
7 of 12

LINE T7PE SOIL TYPE O 0
EXISTING. R/W
c ~ S.R. 1437 ~
EXISTING CENTER LINE ~ ~ ~ ~ Q v, ~
- - - IXISTIN6 EDGE OF PAVEMENT m QL ~ m ~ ~ o
N z ~ ?n
rvwvm WOOD LINE 5 ~ ~ z 0 N T cY
PROPOSED RIGFIT OF WAY ~ ~ 'u, ~ ~ C~
U LA~I ~ BE
~ N
n~ ~ H ~
W ~ ~ W ~
~C N G ~
P--,I v - ~ ~
NTS = Z
24" R.C.P. a~ ~
. r-1 c Q W z a
(CLASS IV) a~ ~ o
C~ I.00 ~
INV. IN C~ 167.42' ~ Q~ ~ W Z
N ~
~7 ~ 56 L.F. ~ ~ . ~ ~ ~ ~ i i i ~ i 4 !L
I I ~ ~
~p ~ ~ ~ i LOT 44 i i LOT 45 i ~ LOT 4 ~ ~ p i i i i I I LOT 47 I I
LOT 4~ I I _ c~pyrl~t®, zoos
I / ~ ~ \ ~ ~ GNLIEK ASSOCIATES, BA, I ~ ~ ci R~h~Ra~served~'edoamtant, a use
oddkkna a deletions to thla document,
C 1 t~ whole a In part, without wrfttan ccn- \ sent of CIYIUEK ASSOCIATES, P.A., is \ PROHIBITED.
~ N 5' RAD \ 2
~ ~ 30' RAD. 1
N ~ 1 ~ t
I
~ ~7 + I+00 2+00 3+00 ~ ~ . + 0 + 0 4 0 00 0 PSDE 2
3 ,
rn s
30' p NOBBS i20AD 50 PUBLIC R/W 5+13,13 r
l ~ N O
X30' RAD. / ' C~ ~`I I ~
v' i INV. OUT C~ IC~~.86' 0 ~ ~ 2 O N
1 0 . _ , I ~ ,R, o P.S.D.E. ~ 30 RAD, ~ ~ ~
ti ~ d
~ ~ r------~ r-------~ ~ ~ ~1 I" ~ C~
I I , ~ ~ ~ rnrn ^y I I`. 1 ~
I ~ ~ _ 1 t ~ ~ LOT 48
r + iSIGI-IT n Oo (TRIANGLE I I , , ~ ~ 4 I ~ ~ ~ ~
I I ~ ~ ~
~ ~ ~ i ~ ~ I I I ~ o~
~ i LOT 53 ; ; LOT 52 ; L07 51 i ~ LO ~ ~ i ~ i ~ ~ I LOT 50 I I ' ~ ~ ~ ev LOT 4q ~ I ~ I ~ ~ ~ N
I ~ ~
~ ~l i i ~i I I I 1 ~ ~ ~
I I ~ ~ ~ I I I ~
` ~ ~ I , ~ I I ~ ~ o I ~ ~ t3
~ i i i i i I ~ I ~ 1 ~ V ~ w
~ ~
~ ~ 0
NIGH POINT ELEV = 170.60 ~ O
NIGH POINT STA = 1+44.52
PV I STA = I +50
PVI ELEV = 170.72
A.D. _ -1.26
K = 5q.33
0'75.00' V&~
~ ~ ~ ~
~ o ~ p
+ ~ + r
174
172 0
.N
170
168 - - -
166
164
162
160 p~~~~ _~M
158
DATUM ELEV ~ 5~ Drawn by:
TH
155.00 ~n~ o~ cpr,~ ro r~ coN fA A roved b . ~ ~ CSJ 1P _ PP Y
~ p ~ ~ O ~ ~ 0 ~ 0 - -r r r r ~ .9 N ~ TH S ~ ~ ~
~ ~ ~ ~ 9 ~ `g ~4 ~9 ~9 Date,. - `9 ~9
8-03-2005
0+00 I+00 2+00 3+00 NOBBS ROAD PROFILE Job name:
4+00 5+00 WOMBLBASE.DYVG
LE
Srnla~
O BASED ON FIELD LOCATED ELEVAT
ELEVATIONS
1 "=5' M
L1"=50' (H)
OS 8AR GRAPH I•-raO' r~ eo o xa w lro aas ra Sh
rl,
8 eet No. 12

LINE TYPE N
SOIL TYPE O O
EXISTING WW to
1 37 c ~ S.R, 4
EXISTING CENTER LINE ~ .m ~ ~ 0 v, ~t
- - - EXISTING EDGE OF PAVEMENT m ~ m ~ ~ ~ o
rmn^rr~ WPDD LINE W Z N
~Z ~ ~ 5~~~ Q/ 0 v
PROPPED RIGHT OF WAY Q~ N
~ ~ (1~ >
E. B~ULA~-I
3 to N
~ F- pp
~ W r\ C N C ~
- ~ U
NTS = z
rn ~
c Q W z a
m ~O
~
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N tY
O p. (0 (n
~i
I i I
O~ ~ ~ I I ~ ~ ~ I + I Copyright Q , 2005
GNLIEI( ASSOgA1ES, P,A ` ~ Ail R(ghta Reaerved. Reproduction or use
_ i ~ LOT 36 ~ ~ of the contest of this document, a gddiilons or daletfons to this rbeument,
In whole or in part, without wrRten con- cent of gNLTEI( ASSOCIAIE$ P.A., (s + I PR01dBItED.
X i i LOT 37 ~i ~ LOT 38
-p ~ i i ~ _J ~ ~ ~ i
~ ~ i ` 18" R.G.P. ~ ~------------J Q ~i p ; (CLASS IV)
v _ + 30 C~ I.00 LOT 3~
~ I o'RAD.INV. IN @ 172.83' 25'
25 RAD. ~
i 56 LF. 1
~ ~ ~ ~ ~ ~
~ ~ 0 '00 i I+0 S NECfi +RBAD 3+00 0 P.S.D.F. 2 3+DO 0 ti +00
~ o o
~ ~ ,R, o
~T ~ Q ~ ( 50' PUBLIC R/W ) 4+27.2 ~ ~ ti ~
lit ~ ~ q~ 1 rnrn
30' R D. ~ 20' WIDE + , i~30' RAD. 35 SEWER ESMT. _o INV. OUT @ 172. 7' I ^y
35 RAD ' • ~ ~ ~
~ o~ ~ ~ ~
l SEE PAGE 5 ___y ~ DoT 40
FOR PIPE ~ --L-~ INFORMATION. i ~ ~ r o~
i ~ d ~ ~
i~ ~ i i i i ~ ~ r ~
~ , i 1 ~ ~
~ ~ i LOT 43 ; LOT 42 LOT 41 ~ ~ i i ~ ~
~ ~ ~ ~ ~ ~ , ~ ~ ~ o
~ ~ ~ ~ ~ ~ ~ ~ + d~ i i i i
i ~ ~ ~ ~ i ~ i i
i ~ ~ ~ i i T3 ~ i i
~ ~ i ~ i ~ ~ ~
~ ~ o
I-IIC,N POINT ELEV 175.37 O
NIGH POINT STA = 1+20.75
PVI STA = 1+2q.71
PV I ELEV = 175.53
A.D. _ -1.33
K = 75.22
~--100.00' VC
r ~ ~
~ N ~
+ r + r
180 ~ -
178
N C
17~ 0
18" RCP 174 ° o ~
(CLASS IV) _
CROSSING 172.55 172
STATION 0+22.00170 rt .
e„
I/ 8 ~s~. ~
166
i64
162
Drawn by:
DATUM ELEV TH
160.00 ~t~ ono ~m `om ~6 app Approved b . ~ N ~ Y
. CSC ~ TH l.~
v v: v ,1; v ~i ter- ,ti v ~ v ~ r~ r~ r~ r~ r~ r~ ~ ~ ~m r m Date:
~ r~ l~ 7-11-2005
Job name:
0+00 I+00 2+00 3+00 3+00 4+00 WOMBLBASE.DWG
0 Oe 1"=50' (H)
1"=5' (v)
BAR GRAPH I•-50' SENECA ROAD PROFILE
25 no BASED ON FIELD LOCATED ELEVATI
lB~Sg No. LFVATIONS F.
of 12

LINE T7PE _ . SAIL TYPE O
N
IXISTING R/W ~ 37 C I 5.~. 4 a0
EXISTING CENTER LINE ~ ~ Q N ~
- - - EXISTING EWE OF PAVEMENT m ~ m
~ ~o
;,-vvrv-r, WOOD LINE z ~ z ~ SITS ~ o N
PROPOSED RIUNT OF WAY /ZII Cl ~m I I I i ~ , ~ ~ Q ~ ~ I ~ Uj ~ _
I I I i I >
~I r ~ ~ ~ I I I I ~ ~ I I I I I I B~ULAN
~ ~ ~ i LOT 31 I I I I I I ~ I I I I I I N N
i i i i i , , i I I I ! I
nib ~ _ ' ' LOT 30 ~ ' LOT 2q ' ~ ~ ~ I I I I I I nn~~ v> f- ~ I W ~ I I I I I i ~ w~
i ~ i i i i i i LOT 28 I I I i I I - w I c cv I LOT 27 f I I ~
I I ' I , ~ ~ . I I LOT 2~O I v ~
I I I i I - U I ~ I I I LOT 25 I
I i I I I ! NTS = z I I I I LOT 24 ~ rn
I , , i I I . ~ r a
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L___ I ( ~ N
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IC R/ W
~ n ~ i ~ I f30' RAD. _ LoT 23 \ ~Px~~+t zoos \ pV1L1El( ASSOCJA'IES, P.A. \ NI Rights Reeervad. Reproductlan a use
i C of the content of this doameni, a
N I \ odditiana a ddetbne to this document, 25 R A D , In ,rhde a in pact, ~ttnaat mitten aan_ spot of CML7EK ASSOgA1ES, P.q., le
~ ~ I ~ 10'x70' \ PROHIBITED, ~
(TYP. ) 3 , ~0 ~
i
~ ~
~ I
i ~ ~ ~ i i , i ~ ~ i i I
I I I , 35' A - R 3 I - 5
~ i f ~pp LOT 14 j LOT 15 i i LOT I(o ~ I I I I I - I I I I '1
I I I ~ I I I I I I ~ r-- N
~7) rn , ~ , , . , LOT 17 ~ ~ ~ i i ~ i i i , i I I I ! I I ~ I~ / ~
I~ I I j i ~ ~ I I I I I I ~ I LOT I S I I I / •c~ I I I LoT I q I I I, I I I ~ / ~
I + I I ? ~ ~ ~ ~ ,R,o \ ~
~ ~ ~ I I j I I r I I I i I \ ~
~ I I ~ I I I I \ ~ I I I I ? ~ ~ LoT 20 I I - LoT v
~ I I 22 I I , I ? I ~ ~ I
I I I I I ? I t ~ ~ ~
I I ~ ~ ~ ~ ~
I LOT 21 ~ ~ ~ I I ~ \ o
~ ? ~ \ o
t ~ I?IIGN POINT ELE = f~lb ~ ` ~ o~ V .46
~ ~ 'V N ~ ~ ~
N I GN POINT sTA = ~ +52.4 2
~
PVI ETA = 6+43.70 ~ ~ ~o
PVI ELEV = Igq.03 d ~
PVI STA = 2+30 A.D. _ -6.34 ~ ~
PVI ELEV = 1g6.71 ~ ~
K - 35.00 ~ 0
A.D. _ -O.ql ~ o
K = 164.84 r 221.86 VC - -
r ~ v-
~ 150.00' VC ' m c~i PVI aTA = 8+7 cv q.13
m m
~ PVI ELEV = I + 85 , 43
~ ~ ~ ~ ~n
+ ~ - A.D. = 3.8 2 • w cv
- ~ ~ w N - ~ U ~ K - 3q . 28 . ~
2~ EXISTING GROUND u U
Iq8
Iq~ - iq4
Iq2
'190 \8 0
188
I86
184
0
182
`o: R
180 4 f
178 ,
176
Drawn b . Y
174 TH
Approved by:
172 TH
Date:
DATUM ELEV 8-3-2005
170.00 mm vo o~ ~n~~, ro v~,,~ tea- -N Q ~ ~ o m ~ ~ ~ ~
' N • ~ . fl) . clJ . O • . . 0 .O Job name: ~ ~
~ ~ ~ r ~ ~ ~ N N WOMBLEROADI.DWG
~ ~ ~ ~ ~ ao ~
Scale:
n~nn inn ~~nn ~~nn ~~nn c~nn ~~nn i ton ~~_nn aa_nn n,nr,
v vv vv ~ vv i vv "?~VV ~TVV JTVV 1pTVV l TVV VTVV -ItVV ~l/'f'VV 1a_50' (H)
1"=5' (V)
BAR GRAPH la-W JACQUELINE DRIVE
DRIVE PROFILE
2' 0y 50 o 50 no » BASED ON FIELD LOCAI ~l LOCATED ELEVATIONS Sheet N.
~y0
10 of 12

O
NOTE: ~ O _ I
ADDITIONAL RM! MAY BE I i I REQUIRED TO ACCOMODATE I W I C ~
I TAPERS, TURN LANES, AND I I ~ ~
MEDIAN ISLANDS. ~ ' I i I `11°' ' L4 rl'
I i I U1 N V1 p n N
I i I i ~ ~
I i I I 1 _ 0 N _ as _ _ _
I I I I i I _ _ _ ~
; ; I 50' TAPER I I I (REQINRED POR N so'rAPER ~ ~ t V (REQINRED fOR W LE55 THAN 26') 0 ~ ~
i ~ I
7D' I i I I ' 1j' N
501 I I I 10' R=3D' I 30~MIN. ( R=30' ~ 8- ~
RIGHT OF WAY i l i I i I s I ~ W ~ _ ~ ~ N _ Y" ~
8 20 6' 6' I i I . SIGHT TRIANGLE frrvd ~ I--
SHOULDER ASPHALT ' SHOULDE DITCH ~z___-- I L- ~ ' P~ _ ~
I/4"/FT I/4"/FT _ i - 1"/FT I /F R 30 I R~30' n-
r eti ~ ~ fn ~ e P~ C Q
p?ti 3~1 5~p sroP ' 9ti X i EDGE OF PAVEMENT I EDGE Z w r
i 3 1 c~ EDGE OF PAVEMENT J R I ~ ~ 0
i 25 R ~ _ ~ Q
6" 2" REQUIRED E705TING ROAD cn W ~
rJ F• q 5 A EDGE Of PAYFMENT EDGE 1 z EDGE OF PAVEMENT a
~ 0_ - _ - _ 20 ~ ~
RE51 DENTIAE CO 15
EEECTOR RDA D
STOP CopKlght Q , 2004
CONDITI OIN X TERRAIN MAX. SLOPE LEVEL 2:1 CIYIITEK ASSOCIATES, P.A. _ All Rights Reserved. Reproduction or we
ROLLING 2:1 of the [ontent of this document, or additions or deletions io lhb documtnl, In whole or In part, without written con-
NIL iC~ LY I-I/ :I ~ M1v1E 2 NDED ROAD C E' 0 ICI C;1"I ON esnl of CMLTEK ASSOCATES, P.A, la v; PROHIBITED.
WI TH I NTER
TOR I S LA?~ D ¦lR~''
G, 50' S
R/W a•
4
50' I - 6 5
~~~Q~~ - - -
" ~ / -
VY• 3 _ SLOPE AS REQUIRED -
~ _ _ _ _ 3.I ~ -
O ;
' C`~ Yi ,V t,
of
SYMMETRICAL CUL-DE-SAC ~
St(o~! zs ~ 3E co4E-I't~ D~5 tD k NO CURB AND GUTTER ~ ~ ~
}7~~y5~ 7~~ p~Tt51vI< ID'>c.."t0~ S~6}F'r i~l+°~t`«+~-E • VARIABLE AS DIRECTED BY THE ENGINEER ~ Z ~ _ ~ h _ h
(6' MAX.) . E'EL OR W( _ _ - _ - -
i ~ ~ i W FlLT]Z FABRIC '0
WOVEN FlLTER FABRIC " ~ J ~ 4 ~ ~ ~ Q . ~ a OQ
X TERRAIN MAX. SLOPE a LEVEL Z,I o ~ 5~ ~ ~ O!,
i'"7 ROLLING 2.I Q w HILLY I-I/2d p w l\ iY t~ ~
TOP OF BERM N 1' FREEBOARD MIN. ~ U.., ~U I ~ t ) ,~,a
r------- ~ NOTES; " " W AN F D J C OR SKIRT 1 MIN, ~ ~ ~ ~ 3
I o o - 1, RIPRAP SHOULD EXTEND UP 80TH SIDES OF THE RON AND AROUND THEE M N f J
OF THE PIPE OR CULVERT AT THE DISCHARGE 0 AT A gOPE 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS TIE OR IN LIEU OF SEDIMENT STORAGE BURL S M OF ~ ~ ~ ~ ~5 WA.HEO STON S INM NT CLEAN OUT STAKE 12 ~5 WASHED NE ~ / ~
CULVERT HEIGHT. OVER PJRNDOWN, ~ ~ 1 ~ C~ • THIS L ~ i
6 NFRAI NnTCC. 1. FlLTER FABRIC FENCE SHALL BE A MINIMUM OF 32' IN WIDTH AND 2. THERE SHALL 8E NO OVERFLOW FROM THE ENO OF THE APRON TO THE SHALL HAVE A MINIMUM OF 6 UNE WIRES WITH 12' STAY SPACING. a aND ~ _ , O ACING. _
SURFACE OF THE RECEVING CHANNEL THE AREA 10 BE PAVED OR RIPRAPP 2. WOVEN FlLTER FABRIC BE USED WHERE SILT FEN I10~ SHALL BE UNDERCUT $0 THAT THE INVERT OF THE APRON SHALL 8E AT THE FOR A P CE IS TO REMAIN :MAIN ,
"erunµ cR~e SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING G1uNNNEL THE ERIOD OF MORE THAN 30 DAYS, M RIP RAP M APRON SHALT. HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. 3. STEEL POSTS SHALL BE 5'-0' IN HEIGHT AND BE OF THE IP RAP
H ~I Ir SELF-FASTENER ANGLE STEEL TYPE, STEEL H IN AN I T 8• D F L ER
_ _ 3, THE WIDTH OF THE END OF THE APRON SHALL ~ EpUAL TO THE BOTTOM , WIDTH OF THE RECEIVING CHANNEL MAXIMUM TAPER TO RECEIVING CHANNEL : q• WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT F N ? _ .
IS USED AAIACENT TO A CFUWN CREEK OR E CE ~ 4" ~5 WASHED STONE q, ALL SUBGRADE FOR STRUCTURE TO 8E COMPACTED TO 957 OR GREATER. - • 'ENCE z FlLTER fABRIG _ _ _ _ . ~ ~ Q~. i ~ _ _ _ _
LAYER OF FILTER FABRIC 5• TURN SILT FENCE UP SLOPE AT ENDS. ~ A GVO ~ I I / ` o rA ,SILT FENCE _
5, THE PLACING OF FILL, EITHER 100SE OR COMPACTED N THE RECEIVING - - NOTE: MINIMUM H=2/3 6, WHEN FABRIC IS USED WITH WIRE MESH CENTERED PQSTS MAY BE USE, - PIPE DIAMETER CHANNEL SHALL NOT BE ALLOWED. ~ MAY BE USE, 1 \ ~ CA~p~y RAP RAP UP L 10 MIN. ~ t OR 2
6, NO BENDS OR CURVES IN THE HORRONTAL ALIGNMENT OF THE APRON WAL ' SIDES OF SPILLWA IP AP ~ RIP RAP / FART ~ R R APRON r
BE PERMITTED, ~AINTENAN .F NnrGC• T, FlLTER BARRIERS SHA ~ ~ H ~
LL BE INSPECTED BY THE FlNANCIALLY RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH ANCHOR SKIRT 6"
RAINFALL AND AT LEAST .DAILY DURING PROLONGED RAINFALL 1lC ~.c , tr•- ~`r~t 5 WASHED STONE-
RIPRAP APRON ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. `-SILT FENC " ~•~:~nr~ ,~'~:~:^c~ E ::c~~YY.~... -
AT PIPE OUTLETS 2. SHOULD THE FABRIC DCCOMPOSE OR BECOME INEFFECTIVE PRIOR T OF THE EXPECTED USABLE UFE AND THE BARRI O THE END IOR TO THE END - r',~w'~~?.:',,....°~ ^t~atatr~rs•;~. TO UMRS~OFO~ISTUR A
FABRIC SHALL BE REPLACED P M ER STILL IS NECESSARY, THE RO PTLY. EC ESSARY, THE
Maintenance Ins tri outletstruc 3. SEDIMENT DEPOS ~ ~p mresafterheavyrLnstosoe~faryaroaonarounda FENCE H ~ SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT I EVENT OR SILT
below the ri to has taken S OULD BE REPLACED. THEY MUST BE REMOVED WHEN DEPOSffS REACT p P ~ at ~ stones have been diabt~ed, lfmmediately APPROX. HALF TH H E EIGHT OF THE BARRIER. ANY SEDIMENT DEPOSIT'S REMAIN DEPOSIn REACH ELEVATION OF BERM AND FILTER
make all needed repairs to prevent fiutber damage. PLACE AFTER 11i I E S LT FENCE IS REMOVED SHALL 8E DRESSED TO CONFORM DEPOSITS REMAINING IN D TO CONFORM
TO THE EXISTING GRADE, PREPARED AND SEEDED.
l: i - _ - - _ _ Maintenance check sediment b>~insafterperiods of significantrunoff. Remove sedimen
VARIABLE AS DIRECTED BY THE ENGINEER restore the basin to its or>Iginal dimensions wh land
~g~ ~ EEL OR WOOD POST en setLment accumulates to one- half the deli n de I g P~
N
z ~ FlLTER FABRIC Check the emb ~ ankmertt, spillways, and outlet for erosion dams , and ms t o
WOVEN FILTER FABRIC ~ a OQ~ 0 o a ~ ~g~ tt~ embankment forpiping and settlement ~ ~ '~n Make all necessary repairs immedi- ately.Remove all trash and oth r
e debns from the riser and pool area, ~ a
G J a w w w
3
0 o ANCHOR SKIRT 6" MINIMUM I I -
n iv IN LIEU OF BURYING SKIRT 6" OF 50~ MIN,
~5 WASHED STONE MAY BE USED PUBLIC STREET e
~~T~~~pp FFppp OVER TURNDOWN. ~ ;4 ,
r 2. WO N Fl F I / 2 VE LTER ABRC BE USED WHERE SILT F171CE IS TO REMAN ~ ,r m • , ; EXISIIN D - Z - - _ - _ d
FOR A PERIOD OF MORE THAN 30 DAYS. 4 J i`` TAtil f A;TVON FA RV io dE~ 5 A H ,
3 STEEL POSTS SHALL BE 5'-0' IN HEIGHT AND BE OF THE STEEL POST G ' S ED 5T~N g E _ B ~ , • CRITICAL POINTS -50' MIN.
SELF-FASTENER ANGLE STEEL TYPE. ly r A, OVERLAPS AND SEAMS
4. WASHED STONE SHALL BE USED TO BURY SIQRT WHEN SILT z FILTER FABRIC FENCE ~ ; • • IS USED ADJACENT TO A CHANNEL, CREEK OR POND. ~ Q~ r r ~ B. PROJECTED WATER LINE . _ _ I-
0 r 5, TURN SILT P P ~ ~ ~ ~ r ~ FENCE U SLO E AT ENDS. n ~ 5 , , ~ , 3 / C. CHANNEL BOTTOM/SIDE B w ~ SLOPE VERTICES ~ ' w
6. WH N ~ Fey g ~ 1 _ E FABRIC IS USED WITH WIRE MESH B' CENTERED POSTS MAY BE USE. i ~ Z ~ ~ ~ v, Drawn bv:
, t ~ ~ TH
f r, I~ J • . . . - _ _ a Approved by
• 1, FILTER BARRIERS SH IN ANCHOR SKIRT 6" MINIMUM ~ MAINITENANGE NOTES. ALL BE SPEC11E0 BY THE FINANCIALLY _ _ - ~ NOTE; HORIZONTAL STAPLE SPACING SHOULD BE ALTERED - -
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH `~4~ RAINF A AN AT LL D L T AI EAS D LY P DURING R 0 LONGED RAINF A _ IF NECESSARY TO ALLOW STAPLES TD SECURE THE ~ CRITI CAI- POINTS ALONG THE CHANNEL SURFACE, Date: t'-° - ~
LL r F. n.. • . l.. AN AI YRP N E R H S EEDE DS I ALL B MM E MADE EDNTEL Y. :r. llCrf.'.±Y:'::.. - - - 1, A STABILIZED ENTRANCE PAD OF MI5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCA D WH
Y:: i~•::r::•4:::<v:. 2. SHOULD THE FA RIC MP ~'1i`i~r;:<j•<~sc:::>!,;;.. B DECO OSE OR BECOME INEFFECTIVE PRIOR T :•:•:•.~a:; • . 0 THE END - - REFER TO GENERAL STAPLE PATTERN GUIDE FOR TRAFFI V~ N TE ERE •~•Q.'°, C LL E TER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBUC STREET. CORRECT STAPLE RECOMMENDATIONS FOR CHANN ELS, 2. FlLTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY B
OF THE EXP ECTED U I SAB F LE L AN TH E ~ D E B ARRIER I SOIL. N S E CES SARY T H E . F A I BR HA CS P ~ LLB R ~ E USED AS A BASE FOR THE CONSTRUC110N ENTRANCE, -Job name:
E E P LACED OMPTL . R Y ti 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDI110N WHICH WILL PREVENT TRACKING OR FLON~NG F DETAIL.DWG
FENCE SHOULD BE REPLACED. THEY MUST BE REMOVED WHEN DEPOSITS REACH B ONTO PUBLIC STREETS OR EXISTING PAVEMENT.,. THIS MAY REQUIRE PERIODIC TOP DR I 0 SEDIMENT ESS NG WITH ADDITIONAL
4 APPROX. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN 4 STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT,
C' a PLACE AFTER THE SILT FENCE IS REMOVFn CHILI RF nRCCC~n rn Murnou ~ ..:._.r... Aw ~.r 4, ANY SEDIMENT SPILLED. nRnPaEn wecuFn nR TRd(slCCI1 (1hIT(1 ollcl In ~TO~~T~ „~,~r _
TO THE EXISTING GRADE, PREPARED AND SEEDED. A, ~rCC4t t~rLt'f 1LPtlt~1 o ncc mu3i of ntMUVtU IMMWIAItLT. SCale. ~/rtUdl~ 5. WHEN APPROPRIATE, WHEELS MUST BE
CLEANED TO REMOTE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET, WHEN DETAILS H t'IJEhLT zrgdtJLD d*cAF4AT`(6A-t ox WASHING IS REWIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE.
1' 0 o m DITCH LNING DETAIL ngm/~G dc- cc .WAA I TO SCALE vSAMI~G c'G A.6 ~ ~ )
~ (j t4 T IL Q e4Trlr f(Te /5 .4 f7 3Ae- /Z60 V
TEMPORARY SILT FENCE STABILIZED CONSTRUCTION ENTRANCE
.~C ,~A~- I Sheet No. d~~lnt`t"+~l~c UN e. F/"A,.L. 6-16146 ANA
dS l'~c-7 ARE A)7` lN PLACE-
o< IT7

to
O
N _ _ _ _ _ _ _ _ I
C ~
N d'
_ _ N
_ _ _ _ ~ to
w 0 N ~
U ll
3 _ _ _ _ _ _ _ TOP ELEVATION OF STORMWATER_ _ _ - _ _ ~
_ _ _ _ as'-I~ _ N - -
. ~ ~ co /67 WASHED MA>L c ~ ~
„ STONE 1 ~ ~ ~ P\
Cp ~ ~ Lv N
_ EXISTING SLOPE • _ _ _ - • ~ ~ N rj
DRAINAGE AREA WflR LENGTH ~ = Z (ACRES)• ~
CIASS 1 RIP-RAP FlLTER FABRIC ~ ~ ~ 1 4.0 ~ Q W
Level Spreader (not to scale 2 8.0 V ~ Z ~ 0
3 8.0 # tO.O _ - N ~ I- 2
5 120 3 Q
1 DIMENSI _ _ ~ ~ W ~ ONS SHOWN ARE #IINIMUM Z
Vegetated ~;~••~4'~,; ;.~a a ,14,M. ,~I•`,~: ~;:;;wll'~ ='.Transition
diversion w• ~ ~ „.'~1~••••~;; Y• " = ~ to 0 grade EXISTIN N ~ C SLOPES ~ ~ d9~. cp ~
NpCHT ~ WIOTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED. - VARIES - _ _ _ copxl9nt©. zoaa
/J~ ~ ,rkhl'y"• .wl•.•Y• W ..•M'1/'""~ v4"` ,If'~~ 1!" +N' M ' _ _ CINCTEIC ASSOCATES, RA. KEY RIP RAP INTO THE DAM All Rights Reserved. Reproduction ar ~Be
~U, c ~ J ,w 1, Stabilized ne ~n~ ~ of the conlenl of this document, or FOR STABIULITION. addltlons or deletbns to this document, In whole or In part, without written con-
~ I_ p Stable a• ~ til,r', ,>r J••• y' la,~ • ~ eels , PRnCHIE1ITED.I.TEK ASSOCIATES, P.A., is
undistufbed t~ w,, IM' y. a ~I' ~'w
ill' ~I ,,i. ,~I, outle v' L ~ 4. t ~1i. i, ~,.i,.,1t, 1• XI t. ~1. ,t., 4 u,.lll, ~ ~ ~ sire, MI III t~ / ~~1, ~1'~.HI~~ .Lt r, I ,t ~ ? KEYED RIP RAP
111 'MN' I!1 yin Ilr ,~1 ` \ ~rl 411 µi4, 1. ll,~~' 1w .
leer, lti' ~k, ~ alll wil 1. h" k"" vk, WASHED STONE...........
,.L., ,1.... yil, Ail. wl a?,1, 1 ~ t SII' 1.,• r•. ,y, „~I. a,.. ~il f,
~ yY, , ~ Ni,•
FI ure 6.40a Level ~ f 9 spreader is ed to dis rse small volumes of concentrated Bow across sta open ~FUts
t)AtE l0 Nd DAtE 4f IP11 EXtS1N11C - - ~ ~ ~ ~E
~ ~ _ M.H.D. ~ ~ WAY STEP SEQUENCE cHAnr t%M.A, ~ • ~
Grads-'ltte grade of the last 20 fcet of the diversic chann~ ,ild vide .
a smoodt traasrUOn from channel ~ grade to level at the s, 'er.' grade of the 5 ~
spreads should be 0%. A ~ ~
Spreader Gp--Cott~ructttte level lip on undisturbed so uni: -ei ht and p ~ ~
zero grade over the kn of the g gth spreader. Protect it wl~ n er, ,resistant ~ , h h
material, such as fiberglass matting, to prevent erosion an low ration to Maintenance I t check dams aM channels for da after each nrnoff event r~ ~ ~
become established. ~ ~ ~1 3 ~
~ ~ 0 Antrerppte submergence and deposition above the check dam and erasiat from ~
Ontdet uat-The outlet osal area must be enerali ~ , ~P g sm and well-vegetated with a maximum slope of 10%• high flows aroard the edges of the dam. Correct alt damage immediately. If Q~ ~
significant erosion t>ccurs Getwwbett dams. imtall a protective riprap line ie that ~ ,
Vegetate all disturbed areas. ' J <~e portion of the channel (Practice 6.3I, ~edaudPmrd Channels). W lU
J ~ ted behi h liesnove semmen accumula nd t e dams as needed to proveotdamage ' J
Construction ~ ~i1 asamng d be a mrnunum of 4 fr wide extending 6 inches over b Chaeod allow the chancel r4 drain throw h th ~ ~ - vegetation, g e stone check dam,
~eCIflCatl bP ~ buried 6 inches deep in a vertical trench on the lowered ad praatt large tllOrvs from ~ aedimeat over the dam. Add stones to J ~ '
ge, T6~z uPP~ edge should butt against smoothly cut sod and be securely held in lace wit+: damsas ~ ~ fJ needed b~rntatn-
closely spaced lies dui wire es P vy Y stapl at least 12 mcbec long. O
V,
2. Enure that the sprt~ds Gp is level f~ uniform spreading of storm runoff, _ TREAM END Of
3. Cottstntct the level spreads on ttttdistttrbcd soil (not on fill . S1DIOt1 D RAIN
OVERFLOW
4. Consauct a 20-ft transition section from the diversion channel to 1
srttaothl ~ ~ ~ bend Y depdt of the spreader, ~ 1 /3 PIPE
~ DIAMETER - _ . ~ . ,
~
t~.d0.2 _ . - - ' ' i-
7, • ' ~
BURY 84TTOM rr OF PLYWOOD •
l
NO1E ~ NO1E: ALL PARTIALLY COMPLETED STORM DRAINS J/4" EXTIA~t
S SHALL 8E PROTECTED AT THE 1:N0 OF
E 0 EACH DAY IN ACCORDANCE WITH THESE oETAa,s. siEa FENCE PLYII~OD INLEL_PROTECTION
POST (TYP.)
Practice Standards and Specifications
UPSTREAl1 EIrD OF OVERFLOW STORM DRAM
u u ii
Cross Section II •
• ' 1/3 PIPE . ' ? • . DIAMIiETER o
Matmietl ~ Variable •e 9? p• ~D: 'N n 0 ~ _ ,
stapled in /I ~ > . N
place _ sl' -1 WASHED STONE FlLTER ~
~ - min _I~ p' o ACROSS PIPE INLET .
III i - -lilt I I((- i - i -
~(•---III III - - - . =11 I - r I Level It _ I I i l --I I - p I -I i
III I 1lll= I = - l' of spreader- ,f ll~--I(( I~• I~- . l - 1 ~ ~t ~
=1 I I II~ I I I I'll i - I I - I _I I I I i ~ - REVI ~I I I- • HAROIwARE CLOTH ( I REVISIONS
Buried = IIII- II i _ III ~ _I I~ U
6" min ' U U U _ ?
Hpin 8,40b Detail of lasl spreader aosa section, E .F1 INLET, PROTECTiQN i
5. Disperse runoff from the spreads across a properly stabilized slope not to
exceed 10%. Make slue the slope is soft`iciently smooth to keep flow from con,
centrating. Drawn b , Y
' TH
_ 6. Immediately after its conswction, appropriately seed and mulch the entire dishubed area of the spreader, ~Cfr, AFI'El~- EFtLt( Kt~SD~ I'tp,tt`( ~t1~~T ~ Cry Approved b . ~ u
(At ~C.~ T(L ~~Rr1G% ~Ort~ TH t~
r-~ ~ Date: . ~j•Or
Maintenance Inspect level spreaders after ev rainfall until ve etation is established and B
promptly mare needed repairs. After the area has been stabilized, make peri• odic inspections and keep vegetation in a healthy, vigorous condition.
Job name: T,C. HIGH
References SlsrfaceSrab;t;zarion 6.10, Temporary Seeding
6.11, Permanent Seeding . Scale;
n n n
v v
Runoff Control Measures LN DETAILS (N) V. OT TO SCALE
6.20, Temporary Diversions
0 6.21 Permanent Diversions ~rww
o ~0 Sheet No.
4*4 P
of Z

pr.~ru~~~u ~1 ~
1 CY• .Y/i~t ~1 ~ 1 ~ ~ a LEUI=NU ~ Boa tic / -
I - - PLEASE SEE SHEET I ~ - , ~ KIST(';. f ISS • IRON STAKE SET v.~..w~ WOOD L NE ~ O
o I IRON STAKE / ~ ~ 11'GN , EIS EXIST NG PROPOSED RIGN7 OF WAY _ D - PKS ®PK NAIL SET _ -r-- , 5 ~ _ I,UEd~ ~ tZ~ ~ r ' - tt( ~ . Da I Grr RCS ~U~•SS ~ t
EPK A EXISTING PK NAIL ' _ ~ - Q~ I EXISTING RIGHT OF WAY t _ 1 2 R. 1x37 rn
PP ~ POWER POLE _ A _ I T F WAY r-`- ' ~I - ~ I R/W R C,N 0 PROPOSED EDGE OF PAVEMENT ~ ~ I I I cC
I I 1 ~ . 28 , RRS • RAILROAD SPIKE SET , ~ 56 _ • I ~ ' 2 18 ~ Q m ~ ~ o ~ m !r C (ASS f U ~ ~ ~ N
ERR o EX.RAILROAD SPIKE ~ _ ~ I EXISTING EDGE OF PAVEMENT . - NLS ANAIL SET I K 1 ~ ~r - ~ ~ ' ' 3 l$ ~tP I ~ - Wz C N
ONE OVERHEAD ELECTRIC I ~ 'I - I ' 1 ' BUILDING SETBACK LINE I ~V.. 0 ~ I ~ - I I 1 I h . ~ „ ~I,~y o N - ~ ~cp
INT I I _ I ~ I - ~ ' I l~ „ I ~ CP ~ COMPUTED PO ~ , i , , ~.Q I ~ I .SPECIAL PURPOa T I I ~ I ~ ~ I P~IASE I I I J ~ • r . ~ p SITE ~ ~ ~ ,v~
MON. o GRID MONUMENT , _ _ I I , , , I FOJ: USE AS S70R , DRAINAGE FEATURE I~ - ~ I t I~ I I ,K I I v ~ n I S n II i ~ ~ ~ - I ~ '0
AT D METAL PIPE CtlT bra I , I I ~ I ~ ~ 1 I ~ I ~ CD SE TI , GMP CARRUG E , . ~ 61 276 s t. i , I 1 i~ i ~ I I , I PED ®PNONE PEDIS7AL I I ' q, I I I . I I IN I ~ O ~ o
SOIL DELINEATION L NE I I ' i I ' ~ OT 45 ~ Qtr OT 19 I I I I I I I II ~ I ' ~ I BEULAN I E. ~ i ~ ~ I, to N
I it _ I ~ it 30, 130,013 sq, ft. ' I I ~ 1 e i I PIW~ ~ ~ • ~ I J ! rn ~
~ I I 0 ~ I ~ I I A II I~ st0~ I ~I~ - I I , - 1 ~ I >o ~ ~ I 44 I I 1 I i ~ I ~ ~ t ~ ~ ~ ~
I 4 1~ I I I I eo9 I. I I I , I 1 I I I u7 ~ ~ N iY
I A I ~ I I ~ \ I AC, 0 I LO ARC. ~ ~ I I I I ~t;,C~. I FOg- gH.. , U • ?-I
L_--_--- t 1 I D I I ~ I t' I \ II I I I \ ~ ~ Z ' ~ a =
Pipe Outlet to Flat Area- ~ - _ I t'~,e~ ~ f • flnedChannel ~ ~ ~~y(~.~` - NoWell de - a I 'ti; ' ~ - - \ ~ ' E w 1 _ _ NTS m ~ o
r ' i ! ~Lf!/b rT 1 ~ ~ ~ ~ 1 I I ~ I I I ~ 1 ~ ? . 1'. 1 I w GREEK IS PROPERTY LINE G Q W
Sao A A Yl- I I i, ~ Z. , I ~ ' ~ _ P - ` i CIREEK HAS BEEN FIELD LC ;ATEp• Z a' m p ~ ? P - ~ I ~ ~ F-
- I ~ _ r~ I SLlJli171; ry, , _ = cn
w-~ I I Bs -~o L._ I , I --~iC~B ..--I~,__ - 11 I ~ I _ ~A I I L _ r N • IitiSiN ~I11~LNS10NS a ~
t i , 1 ~ U R hferr I I ~ ! , • F 1~~ I I N ~ U R r ~ O CL
'.1 ^0 4 1 'i I.37 Acres I I I ~1 I 'i I ~ ~ ~ ~T~~ ~!~`ITS BASIN SPILLWAY REQ D FL W T R C' I I ~ ~ i 0 S O A ~E DIMENSIONS ((t} ~ 3 I N0. (L X H) VOLUME ~ (cis)
-I I 1 ~c~~ 1 IRON r I ~ IhI ? , , I~ F--- ~ 11= PIPE W I I I I r ~ 0i~'1 - I~ i I O ~ li I 5~ ~„'T (c() I TOP I BOTTOM DEPTH
e - - _ I _ - I ial'~ ~ . . 7-111 ul .N 1 I I ~ I - I I I I 1 ~ I~ tv~ LOT FOU D I ~ I ids 1'I + I LOT I I --~~p• ~K~O ~ , r + ~ , ~ ~ w
Filter ) I A' I I I 1 ~,;t t s I I 1 I I I I r t ` ` ~ Section AA Notes U? l blanket ~ , ~ I ~Ip I I I I I r~ + ~ 1 ` 458 5q, t. i the n ra ~ 1 I ~ i I 1 ~ I i I I 1 6, a 458 t, ; ~ $aro~ ~t z z 31Z 2 ,c 0.5 l 2 ~ Ob I • tl 30 x 20 ~ 2 2 ? Z Z ~~I9ht ~ ze.J I I ~ I ~ CMLTEK ASSOCIATES, P.0.
1. Le is the length o P P ~i I D it r II I I I I I I ~ JJr. 9~PT tk ~`L ° r 1 r All Righte Rexrved. Reproductbn a uee R I + ~ I t `a of the content of th4 daumMl, a ~F,.. I I / 2 Z D.S' ~ r00 I r K ( odditlone or deleilone to thle doament
1 N P I ~ I ~ I I it ~l. 1 I ~I ~ 2. d~1.5 tim s the maximum .i I I I I ' i D Pipe OutlettaWell-defined - - I 1 ~a>~ 3 I 0 2 2 ' ; in while a in port, wlthoul written con-
~ i It i ~ 11 I ',7GUl• ~St~ ~ .rr stone diame~ but not less ~ I I Channel than 6". 0 lh l II I I II I .P~~il II 1 ~ i O I I I I I I ` I ~ ~ ~ I I I ~ r + sent of CIVILTEK ASSOCIATES, P.A., la I W i ~ 3 Z tC OS I AO i l3 K 3D I ~J`~ w ~ ~.S ~,RROhIeITEO.
-I I t 3. In a well-0efined channel ex ~ t - 1 I I ~ W i u the channel ' - ~ t i I iW i 1 ~ III 1 ' 1 1 tend theapron p t' --~I-~D-'-' ~ i W I Iw O I ~ 1 ~ ' ~ m I MI~AGT 2 ~ ` ' ~ o-V• PLANTED ARDWpOD BUFFER 30' IN WIDTH ~ I ~ ~ ~ ~ r
banks to an elevation of s' ' r-" 1 1a I I 1 I~ I LOT 51 10 I OT 5Q I _ LOT 4 ' `1 A aximumtailwater ~ ~ 1 I ~ I OT 53 ' LOT 5210 I 1 3 6 5 Ift i 1 ~ ~ o.S 1246 •o0 3 . t 2 5 x ZS , S ! r~ ZI l ~ S ~ ~ AD]~ED T EXISTjING STREAM
A _ above them of the bank, ~ ! ' ' l 962 ft.- '32,600 sq,'I ~ 3,600 5q, Ift ~r q, . 141,213 5q, ft. 1 \ depth orlothetap ~ I 2 y+ whichever is less. w ~I I+ it I 1 i I Q,9-4 10.74~Acre9_ 7 ~ I I I I II \ 1 ~ THAT IS URRNETLY NON-BUFFERED. + ~ r ~ ~ + 3.s' t .ov So .o S ~t2GG ~'0 ~ 82 x~Z 3 i
ric ~ 1 I I ~ I I 1 i ~ t . 1~ lanket or filter fab N ( 1 ~ I I 7T `r 4.Afilterb _ ~ I I I I ~,za a ,
should be installed between 1 N~ I 1 , F111751 \ ! t I I I II I I ~Q~ I ,g . E, I 1 and solltoundation. i I ~ I I I I I n theriprap ~ i I p~Uty~i U ~ ~ i~ II ii I I ~ I li I 11 11 ~ i P • Rr3 I~ftl X~ l2 x~3 2 ~ ~R~
Pla ~ I .y~ ~ I 1 I I I I I 1 ~ I I I ~V~ I I I I I ' 1 1 I I~ 1 , ~ PA TIE G. JOYNE 7 ~ r ''rr'''' + < < ~ ~ , , ~ . PIN # 3802007214q 3 X 2 ~toi~•p0 I ~ , 22 Q ~ 72 X ~ Z.0 r
/ ` I yy N I 1 , I 1 , I I i 11 I II 1 i~ I I i1 ~ ~ I I I I - ~ I D; ~'~1 1 1 ~I N ~ BY WILL I-7 -32 , ,
I ~ I = I I I I I I I L--------L < < Lo Lor 63 I ~ ; L______-_~ L--------~ ' ~ z1 ZONE A-I S X ~ 5 C~ 13$600 3 5g Sao x SOD ~z x Z z. ~ t I~ ~ , ~1 , I 1
- 16 002 s ft, I i / ~ 100 ~ I I I ~ I I! b~ ~ $.0~ ' r r , r 02 I ' ~ l 7 .oo l (aa x qZ X Sg ,o O ~
II I~ ~ q, ' ' a - I I 100 100' ~ ~ 02 ~ ' 6~I I 120 ~ ~ ( l a I~ I ~AS`CS`~ I I , ~ _ t I t II _ I g -r - . A0 60 - r I ~ t ~ - I
~ I 16 ~I - ~ - - SectionAA I uw=_ V - I A . tf AR/ , t ~ ~ ' ~
IIV 10 ll - ~ I _ I Filter ~ ~ IN ~ ~ - r---- I ~ M ket - 111 S i t ~ 1 i I ' U FER blan V I I $U FER ' ~ ~ 0
I I Flpr.aa,cea+w~w~^teoniwswccp ~7 ~ I I 1 ~I I ~ I i li I 1 Vb, II I I 1 1 a c~ ~ ~ ~ ~ ~
~ 11 ~ i 11 ~ I li I I i li % ~ ~1 I j I ~ I 1 i~~ I 1 I i 0 ~ I . >r ~ ~ ~ ~
~ L 1 ~ II i i I I0;'. II ' o q ~ ' ~ V ' 'A ~
' t~ LOT 54 , I I 1 ~ ; I - X00 ! 42 117.50 I IN , LOT 56 ~ ~ 1 , ~ ii 1 J ~ ~
~ r I O.q6 Acres I ' LOT 55 /~~j~~ ; 60,028 sq, ft, ; I LQ• i t I I I I I I I ~ 3~ ~ LQT 5~ , 3 5 ft. 1`t~? 0 '1a
o ~ , , I 142, 117.50 sq, f . I I , ' ~ ~ 1 7 r ~ ~ ~
~ov ''a i i i, i I I I y a ~ I I I i; ~o~u , 11 I Q I I Z~C ~ , I ~ r ' - o r t; -
2,yTpN /LL=nNI1t71WEe ee ltAll pOd2= ty ~ ( I vlr~ ~ ~ F o ~ e Y' a~ I I W I ~/a~ 1 ~ ,m.Z~=D BELL Ew 0f rlrE / WQ u= , I ~ _ i f I I I I L__-__ 1, ~ t~ 0 _ _ _ ~ ,
oo ~m rorrEarw•u ~ ~ it Qu~ou - bb a O Y. ~ ~ 0 ~ , TABLE ~ ~ 1 ~ , ~
=*zq9 T i~ i ZON¢ 1 11 I 1 I tl ~ f 1 L 62 ' ` ~'i CURVE LENGTH RADIUS CHORD BEARING 'Z yJ
,g _ ~ I , 1 ~ ~ 121 ~ a nre 1 caws ao , 60 ft. 160' m0 L-1. O ~1 I 1 ."-V I 1 I CONCRE CI 43.42 30.00 3q.73 N 8'54'42"W .ae .p ~ ~ ~ ~
= U 1 1, I ~ I , ~ ~ + - ; or M NT C2 41.34 30.00 38.14 ' I OUND ` .,C~.p f,~ ~p~r47~0~5 C3 45.75 30.00 ' 41.45 N51'34' 'E (q p
' e ~ PLAN e JI~ I _ , ~ e L ~7 q 105 50 ' ' p,~ IL $ ` ~ (J E P G 5 . 285.00 ,98 572'59 IS E
. rmriw DOWEL W Y~~ I ~ Itr Weir. ,wart ,e wml J I I ~ 'nil / has C d V ~ . ' ~C NQ/~ CIO 53.08 285.00 5300 ' ' r (.fi~/Q 56 117 E W
O END ELEVATION 9AA C7 t I I I ' ~'•w' -CRETE p Z e e , gz~~u ~ ti ~l7 re ~ ~ = LL M W ~ ~ oNUMENr A ~ - Iob ~ Go 3Y S 1 c , • ~D~a~ CI 31.55 35.00 30.49. 531'21'55"E 1
= p ~ ~ N> ~ I ter i y~ N . m ~ a nn z J• I I~ I FOUND ~I'{I 1 O oawEU >w ndwr. bare ~uixFaweo meta, ~ I ~~s, r~ ii I N• aZ,~sZ M~LS• ~ w ~!2 ;`.s~l ! 5v^.OC (^•7q `46'4!'i "•d ' ~ ~ ~ Fprr ~ 2.0 ~ ~ . ! .2 .00 60.72 554 4b 4q"W
C aw[ nre oaKE nra 3 O v I ~ I I s O m i rtn o / m ~ I "'1' FRANC L. d DORT(~Y S, WINGO ~ / 2+ W m m I I I I I I me. u• u• u• w• u• w• ,e• a u• w• .r ~ . v 'p r ~ ?R C14 100.64 50.00 84,4q S40'Ib'25'E
a. ~ i i i I awr 'w' •a' r •e• •a• r Y r •r M •r M w w J W W 79 ' A ' _ ~ PIN #3802005332 ~ - \s ' t* mmvtz I I I ' I I I I I a e t e a a e a e e e a. l e ~JMH 1 I I ~6 ~ CI5 19.01 25.00 18.56 N76'09'I4'W Q
o ro r O WeEE a err. e e e a. e a e a s e s P.B. ~7 rV. 126 1.--__-_ - ' i n~x E s es ,e +e ,e to n as ~ Z W m 1~ 11 ~,'T~ / Ib 120.68 .00 I 564'4I'21'E
m et r o Eoru ua. e e u u a W ~ ' ~1 oeaE Weneucriae doter W m ~ -~~----T ~ 1 f ti(M1ai / om ~ _ Clq 61.23 300,00 61,12 508'04'46"W
C O F o,eaee,oee dlU Weoerta murtmae N W - - I + \ r A H 1' ~ I ~ O r• 9 Z e11W medIE1E nrE W O i- I I I LOT ~ - ' ~ N W ELEVATION W„o, merw,oee mewe rv ooau nn ~ ~ _ ~ 1 I i I ~~ec C AI r ~N~N1~ ~ ~ Llrl~ I b-I'~ ; /i(~ ~ C20 22.03 350.00 22.02 512 07 23 W I~
W~H~ o e• a o r e , ro` i• ro= ~ZZN ~ I ~ ~ Il ro,o,6 ft. I ~ ~i Z ,.e a•a` au' aN' e'•e• o., e'•e e ,.e C' C21 4q.40 350.00 49.36 SOb'16'35"W ~lb1ZT1~1 ~ J W C22 47,12 30.00 42.43 542'46'02°E
,e• a'a ~ 1 I 1 7 I d~~~ Nr. ,e• a'a•,'no• a'•a' ek' ,o' e'•.• ,.o e'•Y e'•n• ,.e V ' BRd"U'l7LEY FAMILY P R7NERSNIP I n ~j ~I2. vpV • C23 47,12 30.00 42.43 547'!3'58°W
m :N r•P a'•r .'•o• a• ,e' e'•o• +s a'a` n'•e" a.o ! I I •r I PIN # 380100"681880 a., ~ I LOT 61 , . r I 'I ao' a'•o' e'•e' ~'•T• .u' „h e'•a• a.a ra• w'•s• 6~ ae• e'•e' e'•e' a'.,• ~a,',a •n'•o' a.. a'~0',e'•o• es ~ ',56,473 ft,l~ ' I D,B, 185TPG. 206 51, ~ C24 21.03 25.00 20,41 N68'08'17"E
,e• e's• r•r e'~=• et,• uh•u'.r ..e a'~io•,e'•e• a.o I 1 ~ A a• e'•e• a'•s• r'.e• s4' e.a e'•e` ar•o• e.o weer , a a ' ~ C25 , 4q.50 50.00 47.50 572' 4'Iq"W
/ , ~ ~ / Err , or a •em aKn a 838.01 ' I C26 71.Oq 50.00 b5.25 N38'30'00"W ~l i C27 175.80 50.00 68.75 N45'3q'46"E
838.01 ?I i - - 09 II ~ i Slit ~ I ~ _ i 1 I C28 42.10 50.00 ~ 40.86 56b'47'15"E
I , I 16~---- ~ ~ TIZAl'~;ZOIDAL llIICH llIMI:NSI0N5 ~ ~ I , ~ r_ I IOp'x (cb ~ ~ II I I I , I ~ C2q 27,55 35.00 26.84 N 'I ' " ~ 65 3 04 W
1 I I QZ ~ t(58 , ~ i I i C30 47,12 30.00 42.43 S3q'46'2411E
SS D(ftl Wlft) Blftl ri Vto Stabilization '$C~S~ I 1 ~ , I , ~ DITCH r1,o S.l%I• .pErt~~ 2• • li 1. ~ ' i i 1 RUNOFF CALCULATIONS AT DISCHARGE POINTS C3I 21.03 25.00 0 4I ' " ~ ~ - 2 . N7107 55 E 4, POINT # PRE-DEVELOPMENT Q P05T DEVELOPMENT Q C32 55.82 50.00 52.87 57q'01'12"W h
ElR 5.D IRON , ~ ~ II I Q - 0.35 6.8 0.34 ¦ 0.81 CF5 Q¦ 0.45)(6.8 0.34 ¦1,04 CF5 G33 164.77 50.00 60.34 N31.53'07"W ~ U1
~ ~ i / f PIPE ~r•, !,r I , Q ¦ 0.35 6.8 0,38 ¦ 0,90 CF5 Q¦ 0,45 b.8 0.38 ¦I•Ib CF5 C34 62.70 50,00 158,67 41' ' 7" I ~ 2 ( ( ) ( ) ) N 08 5 E ! z d
•~IZ es ?s a•z ,03 ,JaG sc z FOUND I f l / , ~ ~ b`~ I , i 1.G5 l ' ( ~ 1 , , I 3 Q ¦ 0.35 6.8 1,35 ¦ 3,21 CF5 Q¦ 0,45 6,8 1.35 ¦4.13 GFS C35 55.20 50,00 52.44 571°18'04"E w~
2 ~ d : ( f •S ~ I ~ ; ~ n `1 ;Lor ,59 ~ , G36 7 5 35 00 6 ' 'I ~ 4 Q ¦ 0.35 b.8 1,02 ¦ 2,42 GF5 Q¦ 0.45 b•8 1.02 ¦3.12 GFS 2 • 5 2 .84 N62 13 5 W ~
li G I~ p ~l r~ k~ ~ d ~,`~,I89 9a Ft. ~ , r 1.5 -~J p. ,~Z S ~ I I 3 I • .Z'd . t ~ , , + _ _'2 Acres I ¦ ¦ 7 GF ¦ a CF5 C37 47,12 30.00 42.43 550'13'36"W ~ ~ C 5 Q (0.35)(b.8)(3,26) •75 5 Q (O,A5)(6,8)(3,26) q•q7 U
bZ ~ p 11~1,~ r ~ I s z.s OZ ao~~ ~ _ ~ C38 47.46 30.00 42.66 540'05'26"E ~ I ~ r 6 CJ ¦ 0.35 b.8 q,60) ¦ 22,84 CF5 Q¦(0.45 {6,8 (q.60)¦2q,3 CF5 I ~ rn ~ i
a .o •-l~ 6 sS ?S i - ~ ~ I-~II~ 583,-I3'AS"E _ 7 Q • 0.35 b.8 2.36 = 5.61 GFS Q¦ 0.45 6.8 2.36 ¦7.22 CFS C3q 40.75 35.00 38.4q N61 1411E i Z ~ ) ( ( C40 5q,g5 51,00 56.55 I' 'I " ~ ~ ~
5 (•G2 z•S3 1.S 7.5 62 d S A S~iT46-'2A' r 2 ~ , 204.28' 203' ¦ 5 b 8 44 10.56 CF5 ~ ¦ 0 b, 444 -13 58 CFS ~ 3314 Iw 't 0 Q 8 Q (0,3 ()(4. Q (,45)( 8)( ) C41 15q.25 51.00 102.00 N04 40 57 E • • Q U w b
s O.6J Z S - I 4t 2 I 16.1 i ~ 4.5~ '2.~r Z: l•3 `7 •Z 3'1~ "63.2 .c-'"' ~ , I ~i~ " q Q • 0.35 6.8 4.6 IO.g4 CFS Q¦ 0.45 b.8 4.6 ¦15AI CFS 7 I ~ I " ~ ~ d ( ) ( ) C42 4 .2 30.00 42.4q S4q 30 41 W - ~
ll s ~ .S •z o.03 2.71 c 5 S ~ ~ D.~ o. a• l.s ? ~ ~ , / 3 7 55 35.00 684 ' " ~ ~ DISCHARGE POINTS ARE 6ASIN5 C4 2 2 SI8 3q I5 E ~Q ~
8 .d D.S e (•S 7.S p.Z D.o~ 7S t _ v,,o. 1 ~ C44 25.Oq 50.00 24.83 N26'4q'45"W ~ Z a 1 n ~ C45 g2.81 50.00 80.05 N40 4313E ~
q •67 2•~ 2:I 1•S ~S 0•z o03 (,al t S? - ~ltL6 , ~ C46 gi.78 50.00 7q,43 500'30'08"E
S tor. ~ / f t~;5 -r - I. I , A~ N C47 21,03 25.00 , 20.41 N27'5q'25"E
.8g 7•S D•2 0.07 itlaG SAS i/ to t7 2 2•( yM~ i ~ ~
/ I II e19 0•SS 2:l (•s ~•S D~2 ao3 2.56 1~~4G s7s t / . , I
' % z pe`t8 z:t ' I.s ? S o.z .off 3+{7 ~ S S I r 1 2 8 / SOIL REPORT ATTATGHED WITH PLAN ar
I s -rs ! 2 SOIL TYPES NUMBERED AS SHOWN WITH ~ ' , °~t~~w~ , tt I BEING THE REST AND ~ 4 L.EA°." r v+o
Iz D E5IRABLE FOB. Ste, ~ ~ . S'Er ~
S ' ; .y~ p.ss z: ( ~.s ~ ?•S vZ o~ Z of ~ y7 I E f~ ~ 1 OLIN r ~ 5EEDING .MIXTURE ' SPECIES RATE (LB/ACRE)
t W00 - 80 A N ' TALL FESCUE
n V Stabilization / "S ECIAL P 90SE'l:OT 0 N i DITCH Qto S,l%1 SS D(ftl Wlftl B((tl to I _ ~ \4j N - SERICEA LESPEDEZA 20 KOBE LESPEDEZA 10 I. TOTAL NUMBER OF PROPOSED LOTS ¦ 74
N0. (H:V) _ ~ USE AS STORMWATE J - - / CANSERVATION ~ N SPECIAL PURPOSE LOTS ¦ 4 '
I ~ LOT 60 SE SEEDING NOTES PROPOSED BUILDING LOTS - 70
T• 7 .S ~r.S p.Z ?~13 ~lhG $`fs (S 3 ~ ~ ( ~ 302, 273 sq, ft. I . , I. AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED. 2. WHERE PERIODIC MOWING IS PLANNED OR NEAT APPEARANCE IS DESIRED OMIT 2• CURRENT ZONING A-I
g l.S ,ES p.2 '(,D`~ S ~•q3 Acres 2. 14 0• $ SE SERICEA AND INCREASE KOBE LESPEDEZA TO 40 LB/ACRE, ~ 2. MINIMUM LOT 51ZE ¦ 30,000 SQ. FT, Drawn by:
• I.S S •2 D ZS 3• 2. .8 Z. o e 3•`d 17 0 9 3. TO EXTEND SPRING 5EEDING DATA INTO JUNE, ADD 15 LB/ACRE NULLED BER- SETBACKSI TH MUDAGRASS• HOWEVER, AFTER MID-APRIL IT IS PREFERABLE TO SEED TEMPORARY FRONT 50'
( S AREA OF THIS MU Z : S Z ? $ 1~ S't LOT NOT TO ~ I , ~ o ~f 4 COVER, REAR 30' Approved by:
• J BE USED IN ~ NU • NURSE PLANTSi SIDE 151 BETWEEN MAY I AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15LB/ACRE SIDE CORNER 25' ~
I LOLAREA CALCULATION BE (•S $ FOR AVERA SIZE. SU SUDANGRASS, PRIOR TO MAY I OR AFTER AUGUST 15 ADD 40 LB/ACRE RYE(GRAIN). 3. ALL CONSTRUCTION TO BE IN ACCORDANCE Date:
v , 80 o.z2 ? ~ ~S .z o.a~ _ ~ ~ SE 5EEDING DATES WITH NCDOT AND HASH COUNTY SUBDIVISION BEST POSSIBLE ORDINANCE STANDARDS. 7-13-2005
b.~ a.s~t z:1 i•S ~-s oz ao3 ?.~t sts FA FALLI AUG. 25-SEPT. 15 AUG. 20-OCT• 25 4. OWNER/DEVELOPER
Z2 .SS 1.S9 2 ~ , S ~S 6 2 Ao 5.33 51J ~ ~ FA. 'LATE WINTER FEB. 15-MAR. 2I FEB.I-APR. 15 EASTERN LOG SALES Job name: 0 FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING P.O, BOX 7723 WOMBLEBOUN4,DWG
D.Z2 z~( tJ ?.S o•2 m.a36•ol 5YS ol= OF KOBE LESPEDEZA OVER FALL SEEDED FESGUE'IS VERY EFFECTIVE. ROCKY MOUNT N.C, 27804
so • t _ ~S 3•(2 2 •s 7.S 0 Z 0.0~ ~S S AP SOIL AMENDMENT51 ~ APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 4,000 LB/ACRE PHONE [phone] ~ ~SF
2 Z GR GROUND AGRICULTURAL LIMESTONE AND I,000LB/ACRE 10 10-IO FERTILIZER, 5, LINEAR FEET OF ROADWAY PROPOSED Scale: ~p
~ (.S Z.s Z ,3eb1 S7S Mu S O.t: .~f L It Q o v3 / _ _ _ _ - - _ AP _ MULCH HARVEST DRIVE ¦ 2,605.7 L.F. ~ 4F 2 APPLY 4 000 LB/ACRE GRAIN STRAW OF EQUIVALENT COVER OF ANOTHER SUITABLE ¦ 4 1 -104 (H) ~y N,~ 8 SAVANNAH COURT 5 5.03 L•F, ~S ~
O.z? eS2 2: ~ t•S 7•s' Q.z p.o3 ?.gb rs Mu u ~ MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY HOBBS ROAD = 427,26 L.F. V ~0 qT ~S sr F
' CR ZZ D,(~ Z; l•S 7.S 0.2 p•o3 ~•,OZ S CONCRETE CA CRIMPING WITH A MULCH ANCHOR TOOL. A DISK WITH BLADES SET NEARLY STRIGHT SENEGA ROAD = 513.13 L.F. FROG CAN BE USED A5 A MULCH ANGHORING TOOL. '~Yq
I G 33 ( _I(XJUIIINF DRIVF s1.02427 L.F. ~~IL
II 1 •S S~ •L 0 03 57~ MONUMENT MA MAIN ItNAN(.t:
Z~ 3•Z`f (•S°j 2 C 7• IRON FOUND RE STAKE MC REFERTILIZE IN THE SECOND YEAR UNLE55 GROWTH 15 FULLY ADEQUATE. MAY BE 6. TOPOGRAPHIC INFORMATION BASED ON FIELD MOWED ONCE OR TWICE A YEAR, BUT MOWING 15 NOT NECE55ARY. RESEED, ATI DATUM SCALED FROM S Sheet No.
FOUND FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. LOC ONS USG ~ TOPO SHEET REDOAK
'A2"W 3A0,2 MRS FLYER HEIRS FEI N85 2q PIN # 380200324320 Jgz 7. TAX ID NUMBER 3502007431g1 " ( Z of
NO DEED FOUND fi

1
Y ISa • IRON STAKE. SFT ~,u,~„ WOAD LINE ~2lIC;< ,~Jl~~ ~
EIS o ;:X15TING IRON 51 Ai.C PLEASE ;7EE 91•ICC ~ r ~-t ~ ,r~l~ PKS ~ PK NAI T I 10(1 1 ~'~IpI(J', L SET PROPOSED RIGHT OF WAY _ f , ~ ~!(I I
: EPK ~ EXISTING PK NAIL - - ~C~ _ . _ , ~ ~
PP RL POWER POLE EXISTING RIGHT OF WAY DI I - R/W RIGHT OF WAY 4Q`-------~ hIP ~'_-6~' - _ p - LU~Q-[ 5 ~ IZ~
~ I RRS• RAILROAD SPIKE SET PROPOSED EDGE OF PAVEMENT A I ,i,^ d ~ ~ ~ ~ I - ' rr 5 I'f I 1 ~ x 3G RCP CL~S ~ ~
ERR c EX AI + ~ ~ I ,R LROAD SPIKE I , ~a - NLS ONAIL SET EXISTING EDGE OF PAVEMENT • I ~ _ - I 28' ~ " ; l 11 ~~il ~ f 56 i- - I l ~ ( I h K Q ~~Qe~ I~3 ! ~ ~
ONE OVERHEAD ELECTRIC 1 ~D I K 1 2 18 ~ S.R. ~ w ~
' BUILDING SETBACK LINE II. - ~ ~ j; ~ r- --_----r r r--- ~ ~i , CP ~ COMPUTED POINT I ~ ~ I I S N ~ p & ~ ~ ~
I I O Ii H ii I ! I 1i I I~ I b.~ MOH, o GRID MONUMENT ~ I ~ o ~ ~ . N - ~ 2~ RCP (~~55 I N
DRAINAGE FEATURE I ~ ~ ! I I + - CMP CORRUGATED METAL PIPE ! - - i i I ? I PHASE I ' SPECIAL PURPO$ T I I _ I , I I I SOT 6 i . ~C• IFO U PED ® N ~ t ~ , I R SE AS STORM T W ~ c N
P ONE PEDISTAL I t l I ~ 1~ I I ~ I ~ I ~ 61 I I ~ ~ v u 50 L DELINEATION LINE ~ ,276 sq, t, I , I ~ . ~ I I I -^r 1 CO SE TI I t~CP ~c ~SS P~ 5 ~ ~ t 0 N S ~~E ~ TE z 1
o ~ ~ ~ ~ I~ >
i I I 5 OT I i - I t I I I IN ~ 1 i , ~ w ii , ~ 302 30 OI3 s ft, I ~ ~ I I ~ ~ Ip I 2 a I I ~ ~ ~ ~ ~
I ~ - I ~ w,/~ ~ ~ II i 19 I IIO i A i / 11 pc~.Plw~ ~ I d, 3~ULA~I ; ~ . ~
I I ~o I , 44 , , I ~ ~ ® ~ I 4 I E( I ~ ~ I i I I `f28~ I, 1 i ~ II L / , 1 I to N ~ K4
Ii I I' A ' i~ I I i I ~ I I ~ I LO ARC. i ~ ~ ~
_ , ~ I ~Y 0 1 ~ PipeOutlettoFlatArea ~ I , i I D11~ ~ FOg_ Ate, ~ r ' NoWell-defined Channel ~ 1 R-. ~ r , ~ ~ 'c N , \ ~ ~
~ I t , I I `rte I r-- I 't i / ~ I tk`'~ - ' \ I I ~ ~ ~ ~ ~ ~ v ~
~i 6~C - ~ , ado A - p ~ I i ~ -_~-ry--~ ~ ~ ~ ~ ~ ~ . ~ i C ~ F U w ~ ~ 1 0. i ~
~ do 11 I Ia I ~ ~ I ~ ~ 1 ~ ~ GREEK i PROPERTY LINE = Z NTS _ ~ ~
I s---- w~ I i - , ? ~ I I~ Z p - ,P + REEK HA5 BEEN FIELD LOCATED. ~ ~ ~ ~ - _ ~ ~ p..~ W
I I I - - ~ I" I -~dBH'S -RO ~ I ' I I - • - r - i-• ~ i Q, C ~ O '
- --I ~Ia, ' ' I - _a - w I , , ~ I ~V8F1 ~ -i~i_ ~ I- ~ ~ I SL+ U~II'1~N 13A.,S1N +'N ~ ~ z ~ ~ ~ SIONS ~
J 17 ~ ~4., - 8 I ' ' I I I I R~ i H ~ ~
i ~ li ~a I~ IRON _ ,I i I ~ I ~ ~ ~ ITL~ ~,(IAIT 5 i I Il ' I BASIN SPILLWAY RE N 3 1 ~ FLOW STORAGE DIMENSI d ~
I PIPE ty ~ , I i ~ ~ _ ~ I E _ ~ SemionAA ~Fluer Notes ~ FOUND - " i - ' r ~ -~fJ ~ I~ blanket ~ 1 I ~ I I i I I~(71 ~ ~ h 1 ~ o , N0. (L X H) VOLUME ONS (ft) ~ ~ ~n- S~ 1~.,'1 (cis) to
~ II W I I 1 i I , ~ li II i I , .it~ LOT 8 it 1. Le is the length of the riprap LOT 8 ' ~ ` (Cf) TOP I B ~ ~oP, x~o OTTOM DEPTH "
• N a ron. 1 1 I I M P I I I I I I ~ ,~t'; I p I ~ - D I ' p~p I ~ I i ' , ~ ~ ,'rel.,, 45$ sq, t, ~ .p Pipe Outlet toWelhdefined maximum ' I I ' 'I ~ I I I I ~i .1~ l~ 1458 sq, t. , , ~ TIONI 'R2~x3~ ~ r
Channel 2. d 1.5 tunes the n I ~ I -K ~ I ~ i I I I I ~ f~ u Y but not less - I I I I I r - stone diamet~ 1 r than fi". -'1 ~ I I ' I I I I~~ 1~ ~',1., hh 2x4.5 ~L ~ v~~T~ z~ a,' 0 ~ 3o'x I z' ~ .ht J
I 3. n a wel•defined channel ex- dI I ~y,,~ I i ~ I I i ~~p i i -JGV• SI i 'a,r 1 ~I ~ 1t q r~ / g11L1EK ASSOCATES, P.A. 'I u i ~ L ~,S ~ ,~cF f,/ f r , f All Rlght~ Reurwd. Reproduction a uN
~ tend the apron up the channel ' O ~ i I I I I I 1 I ~ I ~ D I , I i ' ' I ~ . 1 + ~ ~I I 1 ~ w ~ ! ~ • ~ ~ ~ ~ of IM control of thb document, a ~ ~I I f , G, ~ ~ oddltlona or dNetlone to lhle doamnt
A A banks to an elevation of 6" "~'s'-- above ihemaximumtailwaler ~ r--` ~ p I I I IiW I I d~` W 1 ~ , ~ I ~ 1 I ~ I I IW I ~ I ,W / I i ~ 1 depth or to thetopofthebank, ~ ~ I II _ I OT 53, i0 ' LOT 521,p I LOT 51 i0 I . OT 5Q 0 li LOT 4~ ~ I ' ~ IMPACT ~ Z 1C ~•J !i1 ! r r . , In rhde a M port, without wNlten con- I I ' 2 ~ ~ V . f 3 ~ 30 ~ ' unt of gNL1EK ASSOCIATES, P.A„ If - ' PL NTED ARDW~OOD BUFF ' u° Z •S PROHienT;o. ER 30 IN WIDTH ,
~ whichever Is less. ~ 1 1 1 3p 3 6 s iFt I I _ 0 2 ~ 962 Ft - '32 600 ~ , 600 I ft ~2 a , W I 1 ~ ~ I. I 2 ~I {-2 ~L I 141,213 sq, ft. ~ I + ~ ~ ~ AD ED TO EXISTING STREAM K O.S r ~ ~ 12RG.tTo 3 . ~2 S x ZS
4. A filter blanket or filter fabric ~ ~ i A I 1 10.74 Acr~ ,~4 Acres i A ' ~ I i. I ~'es 1 should be installed between b,~ TH T IS URRNE~fLY NON-BUFFERED. S) x ZI S `S
Plen the riprap and soil foundation. ~ N1 II I ~ fJ ~1 I i I li I ~ I I 1 I IdIITSI ~ I I , 1 I ~ I V t l 1 ~ i ~ ~ ; I I ~ I I ~ ~~6 ~ '~R E II ' r ~ S 3,5' x l r ~ zo ~ ~ 2GG So + _ ~ $2 x~lt 3.0
Dt- I ~ I 1 I / I I i ,I / 1I I I I i I I I I , ,1 ~ I ~R E,; , ~ , ~ ~ q30 "0 ~
a ~ I I I 1 I I I i~ I , . , N ; , I I.~ ' ' I I~ ~ ' , , L, I I ~ l I~ 1 I I 1 I PA TIE G. JOYNE ~'3 ~ X IS K 11 , . l2 ~ Zeo `T ' ' PIN #
1, I I ~ I I I 1 1 I ~ ~ 1. 1, N ~ 3802007214q 7 3 , ~ , _ x Z .co _i_~ i BY WILL 17 -32 ~ ~ ~ , 2Z r ~ , z ~ x'~FIO 72 x 3Z ,a
4 ~ 1 I:OT 63 I , I ~ L--------~ ~ I ' 6 002 s ft, ZON A-I z ( I~ I ~ S X . r ~ , f ~ I 1 3 6c
/ , ~I I ~ , t ~ I ; I' ~ ~ 1 , I 1 100 100 ~ ~ 6 5 8 3•sS oo ~ s ' i ~ 1 x~0 zx L o
IIV Ill II ~ Section AA I _ ^nwa WP=` I 2D l00 02 't 1 ~5 _ ~ I 0' j Filter I I 40 ~ 6 - t-, A _ , ~ ~ , ~ I .o r r t-, ? ~ l 0 - S o l
' blanket Al I I , r ` FIQYr.e.ne apnpwuw aa,0ual, p„oaaw naovlswcel. I ~ - W I 't r I I 1 1 lox qZ s8 BAR/ , , i , d ~ Q
V i ~ i I I ' I I ~ M + 1 l~ I I / I 1 ' I 1 I I I , I I I I I I 1 eu FE 1 ~i I I M ' ~ ~ ~ ~ ~ I~ 3U FE ~ +
p• j I ..r' III I I , 1 I ~ ~ + ~ ' ~ 'z h.y ~
+ 1 , ~ I ~ ~ I I . ,a I ~ I I I io i 1 ~ v ' ~ ~ .R+ o
t ~ LOT 54 ~ , i 11 i~f 11 II ' '1 J ~ ~ - t i ,n
- 421 i I ~ I I I o ~ r 1 , 17,50 sq, ~1 N LOT 1 I I 56 I oy II I 0-9G r ' ' LOT 55 ' 60 028 I ' ` ,f ~ q ~
CQ , ; I ~ ~ . - i 2 xlr ft, , LpT 5-. g~o~ ~ 1 I 1 1422117.50 sq, f~, i ~ I q.~ ~ 3 a, T 5~ ` ~ >~t~~~ V o ~ o ~
~ ~ i ~ 75 mz-s=> waEU,w,utto ov rt.aw w~a~= I j ~ ~ I ~ I I I ~ 375 1 f't. ~.(r' 7 k
n' O AFLL EIL a 11rE / ~¢y= ~ ' .4 l~~ ~ IA I~ i °Y / _ I ='n~ ,o ruY a nua +{I IL iF w< w= w + I -F I ~•a' I I =~C i•, I 1 n I I 1 ~ u o I I , ~ I T 1~'y ~ i ~ J ~
~ - + ' A
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z ~ ~ I_ _ w 62 I 1 a ~ , o .I I I , { 1 ~ ~ I L 60 ~ i ~ 2 ~ ft. I I 160' 121 ~-4- < I 1.36iAcrts I t+ t TAB ~ ~ I~ - _ _ l LE ~ •
PLAN ~ s' L.. l t I - ~ ' T~ CURVE LENGTH RA I 'v .a, •p CONCRE~~ D US CHORD BEARING ~
? I ~ ~ - _ - - O I,s uYer, ,qvn ,e uEnl DOWEL W ~,~i I ~ ~ ""7 ~r , ~ :Z - O M CI 'N - y ..vT ~ • ~ 43.42 30.00 3q.73 N 8'54'42"W! ~ OUND C2 41.34 ~ cr+
~ Y n z e Y e ENO ELEVATION BAR-"X" ¢ ~ rA d I I - ~ ~ av~o, oz~~ ~I ~ 5 30.00 38.14 ~ , ~V c~ ,fie C`~ HOC r47 f 0~5 C3
~ m~ LL M w H i , 321'/ 3' °o m r, ~ OaYYE, IY FIOWe1 YI1N YEIYf011GYD WMa11E1E 111! ~ . ~ I ~ , - ~ CRr "E ~ ~ ?v t,M~? t ASI~c $ ` L I~{1 , 45.75 30.00 ~ l~~ 1'3 ~U~ JP ~ 41.45 N ~ ^ ~ C 51 34..2 ~(,I?~I>C/~ ~ ~ ~C N~~~ Cq 51.05 285.00' 50.88 572• p'; u~ ; ~ 0
nrE uru qrE ,,,,,,,E„ " ~ _ I WI' ~ ONL' VT l~ ~yt - amE, Y I - ~ 1 r~ ~ r = 1 I I I j I I j I I I ~ m. ,r ,r >w ar Ir xr a ,r n a w w• w ~ ~ ~ ~ ! ~ ~ I F N. `k ~ip4 x Go 3Y f'n~l.. J~ccff~ 5 s ~ , ~l,. CIO .53.08 285,00 53.00 ~ nc
a m a IaYa •E• •1• •Y• 9 •1• w •1• r •a• • • FRANK L, Q DORTNY S IN ~ r I OV ~N C v z I I I 1 •x• •x• w r o W W GO I F o I I , mr. I a E e a J w ) I J t I 9 '>o i - - -I-- -_1_.r.j ¢ ¢ a 1 ~ 1 a PIN ~ 380200533279 I 17E1r"T yy o -2 a I 9 I^ k. l ~ Z• SZ ~ fDt~a,L~.s Sb2 31 17 0?~ 9 ~ 4Z5 . E~ 1L1 w flft /V1 ~ CII 31.55 35.00 30.4q ~w ~ 'D~~ 2.0 ~ ( , CI2 71,81 ^ ~ 531 2, 55, N
H 1'x' b Y att. ¢ 1 I 1 Y 2 Y ¢ 1 2 2 R M M . ( •0 ~ r ~ ~'r oartl a mr. ¢ t a a e a e ii 3 ~ B ' 1 i I I ~ ~6 ' m m t- p I E Y a l a x a ~ O W m P.B. 17 PG. 126 L------- I{ I'- i E l ' O.~r~ .~...7q r N4h 41 1
yy ,o,u Eea. a / u u +a ea ea ,z a ,1 sa n 12 Z I 1 D i , (y T A art,oeu uxa,lucnw Jaix, ~ ~ W J v ~ ~ ~ C~ IG0.64I ~ 4.4~ ;•~~i ,i 1 y
{ o r ,y ZI wea:Ya,axa r,o eoueYEtt wunmle = W O ~ I t I ' ' fpit1 • t o ELEVATION ue,xa wYCnrte rnF a f O = ---~SCe__-- ~ i .i~~' 25 E ~ Cis Iq.01 ' 25.00 18.56 N76• n
~ 1,~~ rn ~ H wrke D]YEYWGNa elxaaF nr apA,E nrE ~ ~ G ~ 1-_ I l - I fa, -i 2 A ~ o x a a r e E roe Y t roe z V O N 1 I I Lm• tJl CI6 120.68 335.00 12 Ogll4'tW Q 0.03 564.4!
O ' ,a• a'•a• ,'•1" Y•1` ¢>w" /l," a'•a" o., :'•r ,'-e• ,.o w Z Z ~ I 1 1 v ~I Nr / ,e^ a'.r,'nY' m•e' :y` ,o e'.r i.o 2'a• r•n• ,a O ¢ ~ ' - 146 69 ft. I m le• •'.Y a'a• e'.o' Y` to' '.1' ,.e V 1 ~ I ~ I ~ ~ D i blr~ `~N~hl'CS ~ ~ L Ci9 61.23 300.00 ( 2 IE t I 6.12 Sob 04 46'W
a a'a' n'•e• ¢.o I ~ I 17 / aa• a'.a• 2'.r ~ „y 1'.e' 2.a ro'.a• a., ~ , ' h F :ANTLEY FAMILY Pa w0 C20 22,03 350.00 22.02 Si2'07'23"W ~M~~
RTNER:, ae' a'.e• 2-r e'.e• aie• ,¢h• „'.a` a.Y a'.a• ia'-Y' /.5 ~ 1 LOT 61 , , ' PIN # 3801 I Yz^ e'•Y a•n' e'•e` aN' ny'u'~e^ ,.e 1'•m' ~e'~e• e.a 56 47 I A 1 , ~ . 00(08 880 n• e'.r a'•s• ra• s¢e• n a.o a'~e•,i'•1^ e.o - 1 , 3 ft.l , I D.B. 185TP I CSI 49,40 350.00 1 rl~ 49,36 S06 16 3o W G, ~ t1p(~. C22 47.12 30,00 42.43 i n
FET , a a , a a I I A I G. 206 •aEE YIF[, 1 836.01 838.01 1 ~ ~ ~ ~ ~`-C 2 46 02 E C23 47,12 30.00 42.43 547.13'58"W
11 ~ ~ , ~p C24 21.03 25.00 , 20.41 N ~ o
T1tA1 LZOIDAL llITCH llIM1;NS10NS 511 ~{o , ( ~ Q ~ 1 C25 4q.50 50,00 68.0817E rr ~ 47.50 S72 4 Iq' W
I , V f i , I lb~--- ~ 1 C26 71,Oq 50,00 65,25 ~ J N38'30'00"W
{ YOGI IDO~x ~ i i I r ~ DITCH Qlo S,(%1 • SS D(ftl W(ft) Bpt) n V Stabilization ~ 1 ' 1 i ( ,o qz ><s8 1 ~ ~ r C27 75.80 50,00 68,75 N45'3q'46"E l C28 42.10 50.00 40,86 566'4745"E
1 N0. (H:V) 1 1 i r I i 1 .p~~(~ 2• II ~ ~ ~ i ~ l C2q 27,55 35.00 26,84 N65'13'
~ 2, i~ ElR S .D IRON I • ~ / 1 , ~ I ~ a ~ ~ RUNOFF CALCULATIONS AT DISCHARGE POINTST C30 47.12 3 ~ 04 W 0,00 42.43 53q ~ 24"E f POINT # PRE-DEVELOPMENT 0 P05T-DEVEL C31 21.03 25.00 ' I i n
~ I •GS ~ •~7 : ~ ?.S D•Z IDL SG ?f ~ PIPE ~ r ` ! e03 .?r ~ OPMENT Q 20.4 N7I 07 55 E I ~
I ,S .S .Z FOUND - I f;.~ ! ~ Z r d ; l ( ? D .03 .B(r hG STS ~ d 1 ~to~ . 1 ~ 2/'i 2 ~ ~ I Q ¦ 0,35 6.8 0,34 ¦ 0.81 CF5 C32 55.82 50.00 ~ Q¦ 0,45)(6,8 0,34 ¦1.04 CF5 `'2•q7 S7q 0112 W to 2 Q ¦ 0.35 6.8 0.38 C33 64.77 50 ,
3 I. 1 I.S '7•,T ~ ~ i ~ . •'i~d . l a •03 .Gs SG I Sb ' ; ; 1 for 9 I _ ( { ) O.qO CFS Q¦{0,45 6,8 0. .00 60.34 ' Nat 53 07"W 3 38) I,Ib CFS C34 62.7 N d Q 0,35 6.8 1,35 ¦ 3,21 CF5 0. 0,45 b.8 1,35 ¦4.13 0 50.00 ~ 58,67 N4108'57"E z ~
y~~ 11 P ~ ~ 1 S Z ~ . S ~l~ ~ I , ! 49,187 sqr Ft. I 4 CFS C35 55.20 50,00 52.44 S71.18'04"E a w d Q ¦ 0.35 b.8 1,02 • 2.42 CFS Q¦ 0•q
I I I I 5 (GZ z 3 I. r .S 6. d.os •qo ~ 5 6.8 1.02 ¦3.12 CFS C36 27,55 35.00 26.84 ~ N ~ n ~ ~ 5 Q =(0.35)(6,8)(3.26 7.75 GF ¦ 62 I3 25 W
z . 7 ~ ~I d 6 7S , ' ~~51 , ) S Q (0,45)(6,8)(3.26 ¦q,97 C C37 ~ 6 ) FS 47,12 30,00 42.43 ~ p Q ¦ 0,35 6.8 9,60 ¦ 22,84 CF5 Q¦ 0,45 S5013 36 W ~ U ~ o
I ~ 6.Sf~ ZYs~ Z: .S .2 O.ar S ~~~46-~2A~ ~2~+~~ ---~3'I3rA8"E - ~ ~ 7 3 79 spa 7 6,8 (9.60 29.3 CF5 C38 47.46 30.00 42.66 540.05'26"E I t ' Q ¦ 0,35 b.8 2,36 ¦ 5,61 CFS Q¦ 0.45 6,8 2.36 = C3q 40.75 35 ~ ~ m ~ r
M 1 I ' 16.1 204.28 203 ? D . S Z~ I . S '~.S rZ Q•03 7.71 G 5 S /-83.24 2 I ~ . ~ , ( 7,22 CFS ,00 38,4q N61 14 I I' E - I- I 8 Q ¦ (0.35 (6,8)(4,44 10.56 CF5 Q¦ 0,45 C40 5q.g5 51.00 56.55 i n t z ~
I $ ~ i/ o•z aa1 7s ~ ~ 9 ( (6,8)(4,44) 13,58 CFS 5613314 W ~ ~ ~ ~ Q ¦ (0,35)(6.8)(4,6) 10.94 CF5 Q¦(0,45 b.8 4,6 • C41 15q.25 51.00 102.00 N04' ' " ~ Q Q
a / ) 15.01 CF5 40 57 E ~ w ~ DISCHARGE POINTS ARE BASINS C42 47.21 30.00 42.4q ~ w N d
2•I t o03 (0.31 G S?S , I • I / C43 7 S4q 30 41 W c N _ ~ 2 .55 35.00 26.84 S 18'3q' 15"E ~ > , 'N W
?"17 2.88 Z: ( (s ~.s D•2 0.0? .st ~S ~ ~ t1~6 A ,cl,4c S CES ~ tock•~ ~ I ~ ~ G44 25,Oq , , ~ Q ~ `0.00 24.89 N26 4q 45' W > ~ z ~ C45 g2.81 50.00 80,05 N ~ d ~
QZ d 3 7.56 I~AtG iS 7S ~5~ y 40 4313E ~ C46 g1.78 50,00 7q,43 500.30'05"E
/ ~ F , I , ~ 'i I Iz ~2.~$ pl`tg z •t I.s '7 S D.z , ~ , , C47 21.03 25.00 20.41 N2T5q'25"E
.03 3~1 G S S , , • I ~ /
z D.$z p•'t$ ~:I I;.S 7.S az o.o~? .GG szs r o ~ ~ ~ / /
I ~ I~ •'f' o.ss z: c 5 s ?.S vz o,,,T 2101 ~ STS , ~ SOIL REPORT ATTATCHED WITH PLAN
I / _WOODLINE SOIL TYPES NUM ~ ~ 2 BERED AS SHOWN WITH .y g - ~ 4 , • # !BEING THE BEST AND # 4 LEAST ~ ~ ~
I' DITCH Q S SS D ft W I 8 f _ _ _ _ ! - 5EEDIP I, ,o .l%) (1 (tl (tl n VEO StabtllzaGOn 1 S 5EEDING .MIXTURE ~ DESIR~LE FOR SEPTIC SYSTEMS. ~ i:.f ~ ~
N0. (H:V) ~ " _ TALL I SPECIAL PURPOSE'L0T ~ N ~ ' Pf SPECIES' r+ ~ ~R, TALL FESCUE RATE (LB/ACRE) k
~ ~ USE AS STORMWATE N ~ SERICE CONSERVATION" ' ; KOE3E l 80 ~ SERICEA LESPEDEZA A N ~ KOBE LESPEDEZA 20 07~ •
S x•37 I.oo ? \•s 7•s o•z 2e~3 ~1noG S'tS I ~ N 10 I, TOTAL NUMBER a OF PROP05ED LOTS 74
S •I LOT 60 - IG •~7 Q.4S e~' D•2 '}e0~ S 302273 t SEEDING I ~Lf ~ I, AF SEEDING NOTESr SPECIAL PURPOSE L T
TER 17 2 a .98 Z: ,.S 't •S o•~ ,0 3.8 far 6.93 Acres 2, WHERE I, AFTER AUGUST 15 USE UNSCARIFIED SERI 0 5 4 2 CEA SEED, PROPOSED BUILDING LOTS ¦ 70 ,WHERE PERIODIC MOWING IS PLANNED OR NEAT APPEARAN
C ~ b•`-~'f 2~ t•S Z 7•g~ /.4 S~IS SERICEA 2 SERICEA AND INCREASE KOBE LESPEDEZA TO 40 LB/A CE IS DESIRED, OMIT 2. CURRENT ZONING A-I
_ AREA OF TIaIS 3, TO EXl I , 2: I •'s 7•S .03 3.7g ~ S ~ LOT NOT TO j MUDAGRA: 3, TO EXTEND SPRING 5EEDING DATA INTO GRE. 2. MINIM JUNE, ADD 15 LB/ACRE NULLED BER- UM LOT SIZE = 30,000 SQ. FT. Drawn b . t1UDAGRASS, HOWEVER, AFTER MID-APRIL IT IS PREFERABL SETBACKS: ~
(,S BE USED IN COVER. D I 1 0 •ZZ Z ~ ?S .Z 0.~3 S NURSE PL . COVER. E TO SEED TEMPORARY FRONT 50' ` TH _
LOLAREA CALCULATION BETWEEN NURSE PLANTSr REAR 30' BETWEEN MAY I AND AUGUST 15, ADD 10 LB/ACRE SI ' `'a Approved b .
I b•~ 6.5`~ 7: f (.S 0,2 FOR AVER SIZE. ~b~ D 03 ?s \ SUDANGR~ SUDANGRASS. PRIOR TO MAY I OR AFTE GERMAN MILLET OR 15LB/ACRE DE 15 Y'
2 .S SEEDING I z ~ q 2~ ~s ?s z s. 6 ao 33 s t~ SEEDIN R AUGUST 15 ADD q0 LB/ACRE RYE SIDE CORNER 25' TH "v, G DATES; (GRAIN). 3. ALL CON J 0 BEST STRUCTION TO BE IN ACCORDANCE
' D•ZZ ~ FALL: ~ ! $ 7~( IJ .S a•2 6.O1 Ys 7 m A3 s -LATE WINI POSSIBLE WITH NCDOT AND HASH COUNTY S Date: FALL: AUG. 25-SEPT. 15 AUG. 20-OCT ORDI UBDIVISION -
~ ~•(2 t FALL IS B 2 : ~ 2 z ~ .S 7. S 0•Z 0.07 `I.1(DS S tS 'LATE WINTER; FEB, 15-MAR. 21 • 25 NANCE STANDARDS. 7 13-2005 FALL IS BEST FOR TALL FESCUE AND LAT FEB,I-APR, 15 4. OWNER/DEVELOPER;
OF KOBE l E WINTER FOR LESPEDEZAS, OVERSEEDING EASTERN LOG SALES Job n a OF KOBE LESPEDEZA OVER FALL SEEDED FESCUE • ame: IS VERY EFFECTIVE, P,O. BOX 7723 ~ OF
SOIL AMEt` ;l S7 ~ AP L ;1 ~ P Y Lit' SOIL AMENDMENTS: WOMBLEBOUN4. ti 2 DWG APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST 0 ROCKY MOUNT, N.C. 27804 ~
'i ZG D.Z? IeST Z' ~ tS '7•S Q,Z ,0 ~ GROUND A~ 0 3 7•gb 7s I B.(,a r•S .S O.2 APPLY 4 0 GROUND AGRICULTURAL LIMESTONE AND I 0 R APPLY 4,000 LB/ACRE ~Ok9T 10 OOLB/ACRE 10-10-ID FERTILIZER, PHONE [phone] ST F~ OS
MULCH, ~ 2. 7 p.a3 ~-.oz / 2 MULCH; 5, LIN A E R FEET OF ROADWAY PROPOSED Scale: QG APPLY 4,000 LB/ACRE GRAIN STRAW OF EQUIVALENT C HARVEST D I =
`r MULCH. AN OVER OF ANOTHER SUITABLE R VE 2,605.7 L.F. q '~i MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT NE SAVANNA ~
3•Z !.S s -L .D CRIMPIN ~ S7 CONCRETE CRIMPING WITH A MULCH ANCHOR TOOL, A DIS ' TTING, OR ROVING OR BY H COURT • 545,03 L.F, 1 -100 (H~ CAN BE USED AS A MULCH ANCHORIN K WITH BLADES SET NEARLY STRIGHT HOBBS ROAD = 427,26 L,F, y
a MnNI1MFNT CAN BE U. G TOOL. r.,-,.. - (vl
IKVN FOUND ` 11HIN I TNAN I LAIN I TNANCE. Z>CN=(-A KUAD = 513.13 L.F, k'/
STAKE REFER ILl2 FOUND MOWED ON, REFER, ILlZE IN THE SECOND YEAR U JOQUILINE DRIVE = 1024.27 L.F, NLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR TWICE A YEAR, BUT MOW1ING IS NOT NECESSARY.
N85'2q'42°W 340.21 MRS PLYER HEIRS FERTILIZE, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY LOCATIONS DATUM SCALED FROM U Sheet No.
cPIN # 380200324320 NO DEED FOUND TODD SHEET REDOAK ~S u,
7, TAX ID NUMBER 380200743191
of l2

~ l.~G~N12 O
ISS • IRON STAKE SET t~N~~ WOOD LINE EIS c EXISTING IRON STAKE
PKS ~ PK NAIL SET PROP05ED RIGHT OF WAY ~ I
EPK A EXISTING PK NAIL ` - EXISTING RIGHT OF WAY PP ~ POWER POLE 7 ~ 00 S.R. 143 ~ r`
R/W RIGHT OF WAY PROPOSED EDGE OF PA EMENT G ~FAK FLOW NOTE FOR NA~iH COUNTY: rn d'
RRS • RAILROAD SPIKE SET V r ERR o EX.RAILROAD SPIKE I ~ Q ~ IT I.~ EXEMPT FROM PEAK FLOW ATTENUATION UNDER UDO 2. ~ p r^, THIS S E r>7
c ~L' NLS ~ NAIL SET EXISTING EDGE OF PAVEMENT v, 3.3.2,B.V. AS FOLLOWS] OVERALL IMPERVIOUS SURFACE 12.6 At./ TOTAL TRACT d- ~ N ACRE 89.47 ACRES < 15%, 14.10 CALCULATED AND UTILIZES THE PERVIOUS PORTIONS W C N
04•lE OVERHEAD ELECTRIC BUILDING SETBACK LINE ? rJ OF THE SITE TO MAINTAIN AND CONTROL STORMWATER RUNOFF. z a ~ ~ 7_ 'N
CP d COMPUTED POINT ~l_, f o MON. o GRID MONUMENT ~ t= SITE ~ iQ I ~
CL - - - DRAINAGE FEATURE - CMP CORRUGATED METAL PIPE _ \ _ z O r'n ~ ~ ~ fJ
PED ~ PHONE PEDISTAL ~ SOIL DELINEATION LINE ~
E. gEULAN ~ ~ N N
~ _ nn11 ~ m f- ~ - - _ ~JIJ
" ~'j~_ EXISTING P ~ lg51"+.~ 30" RCP _ PP ~ ~ W ~
IRON , / _ PIPE ' - - 5 I NEST WEST ~ ~ ~ BEULAH ROAD S.R. 1432 ~ a in
~ _ U (60' PUBLIC R/W) ~ p,
CONTROL - - - _ \ CORNER 1 I ~ _ _ _ _ Q ~ ~ 3 = z
I _ _ --~f--- ~ I I 38 II 4 _ ~ I - - - 120' ' " - - al la ~S ~ >T
I SAS 711 E 1 I 48, 075 I ~ / 25 125' - - ~ - _ . ~ - ~ EXISTING - Z
_ - ~ 25' . I I ~ / - --a-------__, _ .125' • - - - 18" RCP - _ _ 0- R,'W ~ p- O I I ~ i _
- - • ONE _ .125.. - _ _ _ -1- _ -
1 1 ~ i i i ~ Ir--- r---_-_-----~ PP - -125_.._. / to W ~ _..~i ~ Z 1254 -
I ~ _ \ 1 I I hl .I f r, I ! I I I I I ' FT N 69 184 I I 43 973 ~ I I I I ~ I -----------r r--------- _ - 135'_..;. \ J - N fY
I LA ~ I I ~ I r , l~ 4 \ I r i / I I 3 I O I I ^0 I A ` I ft, , ft, ~ I I I gyp; , , , , 99, I I . I I ® I I I i I r-----------~ ~ PP I t - - I R/W O~ I I I I r---- I
O I I I A I I I 11 I 31,179 I , I I I 1p I LOT ~ , ~ ~ i I I _t~ Ac. i ' 55, 6 ~ ~ Ft. ' - i 31 179 I I ~ , I A _ I I ft. ~ ~~rl I 0'I ~ I , I O i ' 8 i ~ , ~ I I 4 i ~ r------------i ~ ~ PINE
~ ? I 38,413 sq, ft. I , ~ ~ ' i I ' tW 0.71 Ac• ~ tl1\. 5a, ft, I G , I , ~ I I ~ ~ - ' ~s' 31 158 i _ ' i ' O i I • - • • _ . • I I W . f~ I r 31,141 ~ r l l 10 i ~ - I I ~1 'rl I I
II 9.aa Acres I r ~ I ~'p~ ' ' ' i ~ i ; i i \ 71 i ~i f ~ v '0 1 ~ ~ , I ~ I I I I i Q A I ~ I ~ LOT 14 'I I ~,Ft1EL I ~ I ~ A I I A I , I / , I , A , I tVl vl ft. I~ I - I I I II I I I I ~ I1 ~s NI I ~ sq, ft. I ~I 3, 62 I - I 31 179 ' ' ' ' 1 ~ 1 , copxl9nt©, sari I 7 A I tVl 71 ~ V I ~y ft. I 6i ' ~ 3) 175 i_' i I 3 I I
~ '9 I I I ' I' I I I I i r P.B. 17 PG. 274 ~ I I ~ I A. I ' IpNAcJ~ ~ r , I I A I I ~ I I 0. Ac. (~I ~ 'cty ft. I , r ~ I I I CMITEK ASSOCATES, P.A. I I I I I 7v• I AL' I ~1 ~ I 'al gq' ft' I lT-I (2 ~ ~ 35 623 ~ I All Righta Reserved. ReprMucthn or use
~ PIN # 380200544133 , ~ _ I 6G o, \ , , , , ~ , I I A ZONE A-I I ~ _ ~ .`i. CqA i mi i i i i i i I I , I , ' , I ~ QJ~--~~ I ~~Y 31 175" ' r t ~ 1 I I aadiii~,:~a ddetl~e tooinl~ eac,ment,
~ (V ~ ~ ~ I •I ~ r I ~ I A I I ' I ' ' ' I ' ' ' ' ' ' I ~ sq' f ' I I I I I I I I I I I I xy ft: ~ I 0.81 A,~, I I ' h wnola or h sort, rrltno~t ~,laa~ oo~-
,I i i I \ \f ' ) i\• i I I 125' ~ \ j I j PE-IASE I I I 1 I I I I I 0.71 j ~ j~ PROHIBITED.LTEH ASSOCIATES, P.A., la I I I i i i I ~ I ~ I I I 1 I I I i I I ~ I I I I j I I I t
` I LOT 72 1 ~ - r, I , 125 . L__- j I , I I I I I I I ---°---J ~----°----_J ' ' ' ' ' ' I ~ 1 I 12: '--_----___--J I I I I
I 3a,o9i sq, ft. . ~ ~ i . 1 i 5 61' 64' , ~
'i 1 1 ~ , I I I , A ~ 56 6q• 1, ~ ~ ~ I 4 46' , , I I I I
79 41 ' ' _I r-----------i - 36 115' I I
~1 I ® ` `.i. i I I A I f-------- J I I + I i r---------- Q ~ I , I , I , T r---------
I 37, 551 . ~ ~ ~ _ , - I I a f ssr, ~ , ~ 1 I I I I I I I I r----------- I I•- I I I I I I I i ~ I ~ r---------~ I I W
_ r i i I i 0.86 Ac. , ~ • \ ' ` ` I I I ' l 73~':~, ' I ~ I , ' I , r ~ , ~ I m I I I I I I I I wm
' ~ LOT 71 I I I ~ \ ~ i\. ~ ` ~ ft. ft. I ~ i I I I I I ~ I ~ I ~ ,~.0 I ® I I I I ~ ' I I I ' 1 ' I I I ~m Ate, I I I I I I I 1 ~ m
_ 31000 sq, ft, I I - PNAS:: 1 ~ I ~ I 1 ~ ~ li 0.71 Acres + ~ \ ` i~ ~ i 62,938 ~ 50, 246 , , I® ~ ~ 18 , i ~ i i , i i i I I I
OT - I ' ~ ~ I ~ ~ I P P.B, 17 ]3 , + ~ I - D IN AREA t . , \ , sq, ft. ~ ~ IN # 38p pG. ?74 1 ~ L99--A~. ~ it sq, ft, i ' I i ' 38 9$I i ' i I i I i ' i I' I 0 0. ~ ~ , I 38, 88 I , i I I I I 16 , , I I ~ ~ ` I -I I I I © I 0 ~ I r , I•I5 Ac. I~ 9Q, ft. I- I 9q, Ft. I , I I I I I I i I 0~ ~
L 32 \ ' ' ' ZON 2~4??I7q ~ ~ _ I ~ 33 29 : sq,ft. ~ ~ \ ~ .n © - I I I i ~ 0.8q Ac• i ~ 0.8q AG. ! ~I 38,981 I _ I 38,981 I ~ I` i ~ ~ I (Y m ~q I~,I N
f A_ - I 1 ~ \ ~ ~ 13 , N d,76 ages ~ ~ _ I ~ I ` F'r~ I . I m' I n I ft. I u~l ft. 1- ' ~ ~ 1 ' Z- I , ~ ~ I ~ _ I w , ~ 0 ~ i I I I N r 1 I + I # i I I ml I Q,Bq Ac. , sq, ft. ~ i ~ t~
_ ~ 40 ® ~ I I I II I , SPECIAL P POSE , , , ~ - .1 , 30,100 ~ LOT FORS ER ~ ! ~ • ~ ; ~ i i I I I i I 0.89 At. i rtll I ~ I I~
_ _ 9 ~ , ~ o II sq, Ft. ~ EASEMENT \ \ • \ ; I II \.I j ~ I ~ I I I i ~ i I I I ' W~~ "y r , ~I I I I I I I I I , I ~ I + V
~ ~.bq Ac. _ i , F ' LOT 70 ~ ' - I _ I I - r ' _ \I , I~ ' - , ~ ~ I I ~'NASE I I ; I I ;III ~ I ~ I I I ~
SOT ~ 30,99'sl . ~q, ft. I I I W \ i t ' (Ji 8 17 12 I 0.71 A~re~ . IN # G 2 ~ ~ _ ; v. I I I I ;PP I I I I I I I ~ - I I I I I I I I I I~
3 74 I _1 I 6 , I~•~, 711 I i ~ ~ n 1 ~3 2 . i I 1 I I I / _1 I I i "1
ONE q_I 264q N ~ - ~C. ~-----X21---------, DRAIN AREA \ I - m . ~ ~ 22,247. sq,ft. 1 ~ ~ , t r~ I ~ ~ L------ I I I Iv C~ r o . 0 ~ I ~ ~
5 ty I N I I 1`_ I 0.51 acrC9 1 , I ~ • • 11 , ~ ~ # ~ Cq 74' 12 ' I b I
t: , d II \F 100 I _ . ~ t I - 243 ~ ~ „ ~ 1
' ' LOT 6A i N ~ Q ' •\~9--A~ i DRAIN AREA ~ ' Z'I ~`.1 ~ _ C!6-- - _ - _ -----''1~-- 120' ? ' M N I7 ~ , ~ I I ~
31 000 £t. I 9 m II J ~ \ . q ~ °4• 1 a~ 19 873. sq,ft. I` . Z ' . • Z ~ ' ~ z ' -''T + ~~~n
6.45 arcs d t`~ I • r ~ , I , I I ','l 67,035 r r
= I ~ . I~ 20 SEWE E ~ . I F- \ y , _ I I ' 156' 671 ~ ~ lS l • • I W sa f t. i r ! \ 1~1 - , \ 120' ~ , r \ 120, 4 , ~ , 68 ~ I 0
- ~ t30 ~ 135 55 ~ ~ 1.5., Ac. ~ j • 1 _ r-~ - - ~ _ - - 51, ~ V ' r-----------
- ~ r-~------~ r-------t ~ • . r S VATiON ARE~I / ------'Z~"_ "---~I ;~20n SEWERI I \ 1 I i 1 i r ~ I ~ I I j I I I l r--------- SF I ~
I I I I ~ I I I 1 I 1 ~ ~ I ~ vJ
1 A I ' I i i 'i 1 r I ~ , LOT 68 N I ~ I I ~ ' + 2 31 995 I- I ' i ~ ~ ,I I \ I I• I I I I I 1 ~ I ~ I ---1 I I j , .I \ ~ I 1 r + 1 ~ 1 ' I I II ~ 4ti I I , I r ~ 1 1 I I ~ I +
~ ~ 999 eq, ft.. , ill 30 999 I I I sq, ft. ~ II ~ I 11 ~ 1 71 + 1, ' ' ' I' I ' , . V. Afl~b ft I ~ I y~ 1, I Q~ I ~ I I ' I ' I I I I ~ , \ 1 1 1 I r I 1 1 r 1. I I
+ _ 1 ~L I _ , 0" r , 1 1 I ~ , - . I ® / ~l I I I Q-7t AL. I I~ 1 I • l' I 1 "C ~ I I, , , , , , , J 76,620 ® I' ' i' ' i i i i i i' i i l I I I r o ® I r® r I I II, i 76, 620 , - I ; V ; ' ; ' ; ' ; ' ® ; I I I I
_ ~ ~ I 31 000 ~ ~i 'i \ - 11 I I r t I i ~a I +I 4 (1 r ~ sq, ft. sq, ft. I 44, 269 i 43, ~ Q.; 42,673 I _ ; 41,876 , _ i 41,080 ' I 40 I I I ' ~ I I I
II ice. a sq, f . , 1 v I I ,n. ~ r~ L75 Ac- ' _ 1i II II~~1 II 1 13,748 sq, f . II d~ ~ ~ r l.I~A~. I ~i 9q, ft. I ~ ~ f . I sq, }'t. 1 N sq, ft. i Ft. i ~ ' ~ I ' I I I ~ ' ft. I
I T I r r ----2 , 2 , ~ 4 , , , I I ~ r I, 1-Q1-AG. ' , ~ ' O.q7 Ac. + ` , 0.96 Ac. 1 1 I ml 'a I I _,I ~ I. i ~ I I I I I 10-~ - I Try 3q,071 i J I
I - ? I I I r• 6 ` _ T/ r r - - 9 I ' I ~ ' ' I ' I ' ~ ' I 9q, ft. i Ja I I I I I , I I I I I I . ~ I i I I
LOT 67\. 1 110 ~7b ~ , ' r r I ~ ' liYP, ~ 83 + , II 30,~i7 xy f~, I 1 1 1341 v 1 I ~----PNACJE 1 1 ' ' 0.89 Ac. ~ I I ' ' I 1 I I I i I I ,I I I' I ' I~ I I I 1 I 1 I I I I I
0.71 Acres 99 __-t.- I 'ASE I I I I! ~ I ~ ; ~ ~ I I I
I • \ ROAD ~ - 11 ; 3 .I I I I I I I . I I I I I I I I I I I I I I I I I J + i I I I I I I I 1 ! I I
II ~ ~ ~ S~ECA__----- C2 I 1 I~~ ,r 4 Pu _ ~ 50 ~ ae 1 ~ i ~ I ~ I' I ~ ~ I ~ ~ ~ I I (
I 1 ~ i I' , A I I I I I I~ I I I I I 1 I I I I I I ' I I I 1 I 1 , 1 I i I + II ` ~ I ~ 48 --------------J i---1-------~ ~--1---------~ L-----------~ 1
, I h qq _ I I - \ pP I ~ OAK ~
' ' ~ I 1 272' I I 11 r-- ' I II _ - I I I I • ~ ~ ' BUGGY 1 I ~ , ~ 12 ' ' I 10' 120' 136' 30' a0 ~ . I I 132 z z z
II + i _ _ I I ~ I II ' ' • ~ • l l AXLE FRANK L, g DORTNY 5. WINGO I ' , 1- ~ ' ' ' I 81 1710 W TOT 112q, ERR BUGCxY ~ z IRON AXLE U 0
PIN # 380200533279 1 20' SEW~Rx/ I i II i II i II i II'i FOUND ' 1 I I I 1 I + I I 1. l ' , PIPE FOUND ~ U
D.B. 1265 PG. 660 'I E5~1T. 1, II + I ' I ~ I I 91,460 sq, ft. ,t I ONE A-I ' 'I ' ~ 1 1 ' ; ' ~ 2.09 Acres `t .11• I' FOUND ~ z rn
Z ~ I LOT 66 I I ' 4 I li 4 ' II 41 I i 11 61968 ft. I I I I ~ I ~ I I BOBBY G. MOORE z Q Q PATTIE G. JOYNER ' I ' PIN # 380200729829 ~ z~ zN,uO
li 1.42 Acres 1 1 17 . I'N 1139,992 sq, f t, ~ 140, 462 sq, ft. i TAR/ li 1 0 ~ ,380 .q, ft., I- I I PIN # 380200721494 TABLE m ~ w 3 LOT I ~ z ~ z iii BY WILL 1 7 32 0 I w ~ w ~ w A
1 I I~ , O.q1 Acres I _ I O.q2 Acres , PAM BUFFER II • ~ 1 I I I IO.85 Acres IA I , I I I 1 I H D BEARING - wl U ~ P.B. 27 PG. 284 z + I ~n ZONE A-I CURVE LENG RAD US C OR 3 N N z ~ z
I II I- ' I I 1 II I 1• IN ` I I I II I I t II I -Q I 1 1 1 I I 4 GI 43.42 30.00 39.73 N28'S4'4 W OC ' ~ ' ~ + ~ ~ a m ~1= ~1<w ' di
I I I I II 1 I I ' 1 I I I I' 4 I I I' I I I I I I I I C2 41,34 30.00 38.14 0 0 ~ I n U SDIL INFORMATION BASED ON USGS TOPO 't ~ z U z U C3 45.75 30.00 41.45 N5134 E 0 ~ 0 0 0 ~
1 I I I I 1 I I I I I I I 4 1 I I I I I I I I I I I I I _ Cq 51,05 285.00 50.98 572'rs9'18"E ~tp 7NIS SITE HAS NOT BEEN CHECKED FOR N Qz az Oz
' I I I I I I I { I pITGN - . 1 I ~ WETLANDS SKETCH MAY CHANGE AFTER ~ w - w - w - b CIO 53.08 285.00 53.00 S62 31 IT E tY a ~ I I o N z N z m z Q
- SEE SEE I , CI I 31.55 35.00 30.49 S31'21'55'E w_ WETLAND DEL NEAT ON. - z ~ z - z , ~g w~ -
SHEET 2 ~ PLEASE SEE SHEET l I ' I 101 SHEET 2 I OF 2 I 4 129 - Cross Section cl2 71.x1 50.00 65.79 N46 4~I6 W ms ~ as oca an. I 0.00 60. 554'46'49"W ~
129 _ CI4 100.64 50.00 84.49 540'16'25"E 3
Material t--- Variable CI5 19.01 25.00 18.56 N76'09'I4"W ~ n GENERAL NOTES:
stapled in GI6 I 335.00 I 564 4121E I, TOTAL NUMBER OF PROPOSED LOTS • 74
place ~ Glq 61. 300.00 61.12 508'04'46"W~ , 6 SPECIAL PURPOSE LOTS = 4
r~ - - - - - - - - - - C20 22.03 350.00 22.02 SI2'072~"W ~ min ~ ~ PROPOSED UILDIN LOTS = 70 _ ~ ~ - - I C21 49.40 350,00 49.36 50616'35"W r"' dy
--III-i - J_ _ 1~ - rill-III ~1=J111._._ III _ III= _ I . ~ . 1 - -1 = I I G22 47,12 30.00 42.43 542'46'OZaE 2. CURRENT ZONING A-I 9 a
Levelli p ~IIII~~~II ~ I F -II Imo. 11- I II = * . (III. ~ ^ ~ 2. MINIMUM LOT SIZE 30 000 SQ. FT. _ T I I , G23 47.12 30.00 42.43 547 I 8 W = , ,
of spreader - ~Ilil_~~II=11111= 41 ~ 1 u SETBACKS i;+ I 500 17 I I I I~ =1) ~ I - I I G24 2.03 2 . 20. N68 E , .
~tl~~«i Grade-`rhe grade of the last 20 feet of the diversion channel should provide R~`~`~~l~I~~~I I FRONT 50 A buried ~ ry,°
Level Spreader (not to scale) a smooth transition from channel grade to level at the spreader, The grade of the _ I - G27 75.80 50.00 68.'15 N45' 46"E SIDE CORNER 25" ~ 6 m I n
spreader should be 0%. G28 42.10 50.00 40.86 S66'+17'1511E 3. ALL CONSTRUCTION TO BE IN ACCORDANCE C2q 27.55 35.00 26.84 N65' ' "W WITH NCDOT AND HASH COUNTY SUBDIVISION
(tt~.l, ktl~±a.+,~~~.. Flgure 6.406 Detail of level spreader cross sec ,,°,...s ~`...u,l,n,.,i,~ ~I spreader cross section. C30 47.12 30.00 42.43 S3q'Ib' 4'I E ORDINANCE STANDARDS.
• Spreader 1?p-Constntct tfte level hp on undsturbed sort to umfotm height and I 103 25,00 20.41 I• ' 4. OWNER/DEVELOPER. Drawn by. C3 2. N7 07 E EASTERN LOG SALES
L. ~ "".;;.10~•~~~~"'"'.°:".Transition zero grade over the ten of the s reader. Protect it with an erosion-resistant Vegetated ~t p - 1 not to C32 55.82 50.00 52.97 57q 1'I "W P.o. Box 7723 TH
diversion • '4''r,. ~••~,••x~ K ~ „ y to 0 grade material, such as fiberglass matting, to prevent erosion and allow vegetation to S, ' ;,,tr~~;,=' ~ become established. ex S. Disperse runoff from the spreader across a properly stabilized s ope C33 50.00 60.34 N31' ' "W ROCKY MOUNT, N.C. 27804
e slo a is sufficientl smooth tokeep flow from con- , „ Approved by. exceed 10%. Make sure th p Y C34 62.70 50.00 58.67 N41 7 F. PHONE [phone] n tin . 0 50.00 52.44 ' ' " A OSED TH ce tra g C35 55.2 S711 E 5. LINEAR FEET OF ROADW Y PROP
~ „4 ~,„~*"1~^'t, ,I,,,~ti r~1~~ ~ ~t, y. Outlet area-The outlet disposal area must be generally smooth and Cab 27.55 35.00 26.84 N62'I ' "W JACQUELINE DRIVE ' 1,024.27 L.F. Date:
r• well-ve elated with a maximum slo of 10%. y;t~1 j{1 ,I+•~1,~t,;.l;'V.wn~~' , y ' g Pe 6. 6. Immediately after its construction, appropriately seed and mulch the entire C37 47.12 30.00 42.43 S50'I ' "W =HARVEST DRIVE = 2, 605.27 L.F. 7-01-2005
.~I,~~y,s,l'T' ;x,,,1,1, 1 ~ tM~ ' a'' Stabilized di distwbed area of the s reader. C38 47.46 30.00 42.66 540 6"E -SENECA ROAD = 427,2 L.F, P
. ~ ~.,~~~""u~~1 ti. t, ` , ~ J s~• Ve elate all disaubed areas. C39 40.75 35.00 38.49 N61'14'll'E -SAVANNAH COURT = 545.03 L.F. Job name:
Stable a• , ~t„ ~ _ _ „ Nfalntenance in _ _ and - C40 59,95 51.00 56.55 S6I '14"W WOMBLEBOUN2.DWG itenanee Inspect level spreaders after every rainfall unlit vegeta~atns-establ>shed, ~I 159.25 51,00 102.00 N04' 7"E 6, TOPOGRAPHIC INFORMATION BASED ON FIELD
1 II, undisturbed t4 WI•~ ~1~ ( t,l.. ~ a ..I", Construetlon 1. The matting should be a minimum of 4 ft wide extendin 6 inches over the r 4.. L a g p promptly make needed repairs. After the area has boen stabilized, make peri- C42 47 21 30,00 42.49 54 '4I"W LOCATIONS DATUM SCALED FROM USGS
outlet ~i ] Il, u,. N1. N'~ ,1,. \ u S eeifieations lip and buried 6 inches deep in a vertical trench on the lower edge; The upper of odic ins ections and keep vegetation in a healthy, vigotons catdition. C43 27.55 35.00 26.84 SI8 '15"E TOPO SHEET REDOAK p Scale:
t, ~t ~i k ,I,, M1I,• ?l "I ~I. Y~I„ ~V \ ~ edge should butt against smoothly cut sod and be securely held in place with ol~ ~I~•, 114, 1.• 1 C44 25.09 50.00 24.83 N26'49'45"W SHEET. 1 ~~=100' (H)
1.1 ,.i. ~4~' 1" ~ 1 .d. J ~ / ~ closely spaced heavy duty wire staples at least 12 inchaa long. ~eK a~ at rn nn I An rx nl~n~eahall~
ILI,J" W, Q-1 1 ~ e erences s ferences Surface Stabilization -6 g1,78 50.00 7q,43 ,w V"E 7, TAX ID NUMBER 380200743181 (V)
k. • ~I .4 l 1 nt,, ~f 2. Ensure that the spreader lip P 8 is level for uniforms din of storm runoff, 6
M 1 i Ji S wlt, 6. 6 66.111.1, , Permanent Temporary Seeding Seeding C47 21,03 25,00 20.41 N2 "E SOUTHERN TOPO SCALED FROM U.5.G.5. TOPO 8. ALL CORNER LOTS TO ACCE55 INTERIOR ROADS,
1u• w.. Nr , 3. Construct the l v 1 r d on undisturbed sort (not on fill). R~
Runoff Control Measures q, A FULL 501L REPORT AND SITE REPORT WILL Sheet No. 6.20, Temporary Diversions BE PREPARED FOR THIS SITE,
Figure 6,40a level spreader is designed to disperse small volumes of concentrated flow across stable slopes. 4. Construct a 20 ft transition section from the diversion channel to blend 6 6.21, Permanent Diversions of
smoothly to the width and depth of die spreader, 6

~ r y ,a;ladGd6;. 4
T LEGEND V O
PLEASE SEE ~EET ISS • IRON STAKE SET ® TAR/PAM ~ N
EIS o EXISTING IRON STAKE I OF 2 BUFFER ~ D1TC PKS ~ PK NAIL SET - DI'fGH " " ~ I
ISTIN PK NAIL - I , ~ ' EPK ®EX G PLEASE SEE S4~lEET - ~ " lot S.R. 1437 I , ~ ~ 7 37 E T' _ ~ ~ ~
PP''0, POWER POLE - _ I OF 2 I _ - R/W RIGHT OF WAY A - ~ o
~ I 129' - - _.~:_~L_.,•-'~ RRS • RAILROAD SPIKE SET i - . - • ~ - ~ - ~ - ~ ~,~1 PL ASE SEE SHEET 2 OFt 2 I, m tY N ~r ~ ~ U1 ?n
ERR a EX.RAILROAD SPIKE ~ 1 ~ l,; NLS ~ NAIL SET ~I ~ I C N ' ~ ~ ~ w Z o
I I I I I ONE OVERHEAD ELECTRIC ~ I ' I . ~ ~ _ I N . _ SITE ~ z
CP d GC>r1PUTED POINT ~ ~ ~ ~ o ~ ; - ~ I' y. I _ ~ I " PEC ~ ~ "SPECIAL PURPOSE LOT II - - Q > >
y II ~ 'I I PHASE II G I s MON. o GRID MONUMENT I - I II I , I , , 1 , , I FOR USf I i FOR USE AS STORMWATER I (n ~ Cp - i " I I ; CONSERVATION , I ` .A
CMP CORRUGATED METAL PIPE II LOT 65 ~i 'I II ; i 11 ; , GO 'N ~ LOT 47 1 ~ BEU~-A~ ~
NNE DISTAL li 61,276 sq, ft. I I i I I i I i iiN I, PED ®P 0 PE I.40 Acres li I li II I 19 I I • I ~.OT 45 I I LOT 46 IN ~ 9 ; 83,832 sa ft. ; ~ N IN pa
I 1 I li ~ I 30, 9q, ft. I~ II 30,013 sq, ft. I I I N I ~ I I I I J V/ I ~ AREA OF THIS I A ~ W ~
~ ' ; p I , ~ , ; 0.68 l~rC g li ~C4r~ li I AREA 'I I ~ / ~ , -r J LOT N I i p ~ ~ N ~~,LOT NOT TO -
o i _ { 3 80q a ftl - ~1 - _ i ~ I !I`f~P`US I I ~ I I ~ I I I 1 I 1 >~F`USED IN _ _ ' ~ ~ I t A - _ _ _ . _ - - ~ 0 ~ '
li , acres i i l~ ~ i II i I LOT X! ~ ,LOT (AREA CALCULATION ; ~ U a
L_--'-'-' - I I I I I I ' / I I I I I I v~'~ , ' PO$_A`*/ERAGE SIZE. I I I = Z I ~ ~ NTS rn ~
n 2 _ I I I I~~~~ I ~ I A p r"~ Z Q.
/ f' - i I / ' ' I / ~t_______~ ~2 1 C32 \ I ~ - GREEK IS PROPERTY. L NE
~ I I ~ I I / w / 150' 1 r ~ / ~ ~ ; GREEK HAS BEEN FIELD LOCATED. ~ ~ O . I $ ~ _
I ~ , I -i-- ~ 7 ~ ~ a ~ rn w ~
_ , I I NOBD` z - {63 - i N -
~ I _ _ ~g ~ , LOT 64 I ~ ~ 1 6 AM I I ~ O ~
' 1 60,139 sq, Ft. ~ i 50 PUBLIC R; ~ 100' 8 a! 8 C35 ~ FFER ~ ~ ~ ~ ~ t0
'd ~ i ; ~ I 10~ 100 I L~&LSa ~ p 90 / i i 3 \
IRON ; ~ II 3 I ; _ / ~ 1 i i O
PIPE ~ ~ I I - ~ I I ' 'I FOUND - ~ I ' rn ~ ' r- ~ ' ~ ~I I _ I I ~ I 1 I I ~~L l„- ~ I ,I r/ 2~ 1 i i ~ ~ I I 1 ~r 2004 - ~ I 1 LOl'148 I I : - Copyright
s ~ I I ll) I -1.-_.. I I I I I I I ~ I I II I 1 I I t • ` 46 458 ~ t. I ~ \ cIw~TEK AssoaArES, P.a I I t ' ~ ~ II All Rtghle Reserved, Rproduclion or use I 1 t t I I - of the content of Ule document, or
N b I I I I ~ 1 I I ~I I I I I ~ n ~ I ~ 1 I / I I I I I 1 I I 1.06 ~ ` additbns ar delelbns to this document, I ~ `1 1` ~ I ~ ~ ~ In while a in Dab rlthout written wn-
L-_~ I li i i II___ I i_ ~ , , s?nt of G1ILTEK ASSOCIATES, P,A., le I i. ` 11 , I w _ . \ PROHIBITED.
r ~ I I I I I 0 ~ o J\ I II I i Iw I IIW i ~ 't vm IMPACT st 2 ~ I
D ~ I \ I I ---~I6~-----~ I lid i iW i I I I, ~ 1 ; ~ PLANTED HARDWOOD B ER 30 IN WIDTH
~ ~ ~ Iw I LOT 50 ~ ~ ` 'I C _ ; LO~~" 52,o I LOT 51 ~ I I t I LC , - , LOT 4q - ~ I ~ ADDED TO EXISTING 5TR AM ~ ft ;41,213 sq, ft. , ; Z THAT IS CURRNETLY NON- PEERED.
J 1 ? , - ya' ~ 3'x,600 sq, Ift 3~,fo00 f ,41,21: o I I ~ r_ 3$,962 ~ X0.74 Acres , ~ ~ III I, ~ ~ ~ I~Aq F:. X74 Acres I A~ ~ 0.94 Acres ' ~ I I I I 11 \ eQ, I
- 1 \ i.l !Y~- ~-Y IK I I I I I v N~ II ~ li N Al i ~Zl ~ ~ i li I li I , r- f 1 t r I I I ~ t i I I 1 t I
.1 I ~ I ~ 1 I ~ I I I , ~ 1 ' ~ ~ I 1 I I I IL~~ \ , ~ ~ I , II I , 1 ~ ( ~ i R PATTIE G. JOYNER
I I ; , I I ~.i I I I , I I I ~ , I ~ ~ ` ' ' cw PIN ~ 380200721494 1 I I ~ i i) N I I-7 -32
I I I I , I I I I I ~ I I , _ ; __1-~ Z BY W LL CURVE TABLE - ZONE A-I
I II I L---- ~~p ~ 1 , LOT 63 'I A , ~ t----------- ` t CURVE LENGTH RADIUS CHORD BEARING
60,002 sq, ft. I 100' 100 100' ~ ' ~ CI 43.42 30.00 39.73 N28'54'42"W
' x ' 120' ~ II K , I ' ~ 4; 0' - 100' 1 b ~ " ~ 1 G2 41,34 30.00 38.14 r,, ~ G3 45.75 30,00 41.45 N51'34'3 "E V 1 ' cJ
~ I _ - r------- I ,I TAR/ ~ I PAM C9 51.05 285.00 50,98 572'59'18'E ~ N
J 1 ~ I - - I I I , I I , I I I ~ o I I 53 ' " r ~ , UFFER 1 GIO 53.08 285.00 ,00 117 E 'c~ ~
II ~ 11 I I 1d ' I I ! 1 GII 31,55 35.00 30,4q 531'21'55"E rC'' / ' • I p
I J 1 I I ~ ' 'Z~ ' Ci2 7L81 50.00 65,7q N46 4116 W ~ 1 ~r t ~
- ~ I ~ - ,V i I ~ I it ' " 50 00 60 7 ' " rn I 1 r; GI3 65.26 . 2 554 4b 4q W ^y ' ~ ~ ~ G14 100.64 50.00 84,4q 540'16'25"E
~ 1 ~I I ~ T 56 j ~ 1 4 II sq, I ~ , LO I i ;i , I LOT 56 I
I II ~ I u+ 'I SCf~ ' ~II~' LOT 55 ~ ; 60,028 sq, ft ; Z I / 1 42,117.50 sq, ft. ~I 60 028 ft. i ~ GI5 iq.01 25.00 18,56 N76'Oq'14"W N r^ 0 ~ ' 1 z 16 120.68 335.00 12 ,03 564'41'21"E v1 1.46 Acres 1. \ ~
I I I ' 300 00 61 I ' " t C19 61.23 , 2 S08 04 46 W ~ 0 ~ li
I I ~ lP ' I I I I i I ~ ~ G20 22.03 350.00 22.02 512'07'23"W 0
II II W I' ' ' i i ~ `I 1 ' , ~ ~ I ' 1~-----------~ ' W ~ 350.00 49 ' - J p t ~ ` C21 49,40 ,36 50616 35 W ~ Q1 - ~ ~ ' 47 I 30.00 42 43 ' n U ~ C22 .2 S42 46 02 E ~ =v
-____--J I - L____- - , I ' t cn ' i C23 47,12 30.00 42,43 S4T13'S8"W ~L~
_ I LOI , ~ `211 C `a ~ ' ' ~ r' 4 21.03 25.00 20,41 '17" ~ ~ ~ ~ . C2 N68 08 E I - I t~
I ~ ~ i 12q~ 160 L:.~RT_,~- 2 ~ ~ e~. CO\NG E r l n ~ ~i - , M C25 49.50 50.00 47.50 572 241q W 2T o,, ENT ~
_ I - ~ - ~ G26 71.Oq 50.00 65,25 N38'30 00 W FOU ~ O
~ C27 75.80 50.00 68,75 N45'3q'46"E c \ I " t I ~ ~ C28 42.10 50.00 40,86 S66 4715E W
'I x;21' x;21' ~ ~ II G2q 27,55 35,00 26.84 N65'13 04 W
I --;1~ I 170 CRETE I I i I M UMENT ~ ~ \ C30 47,12 30.00 42,43 53q'46'24"E \
~ - , ~ , r----- ~ FOU ~ _ _ - _ _ C31 21.03 25.00 20,41 N71'0T55"E
FRANK L. d DORTNY S. WINGO i i ' ~ i ~ ~ I - - ~ C32 55.82 .,0.00 52,87 57q'01 12 W ti ~ 1 "
I # 79 i i ~ I ~ ~ ' P N 3802005332 ~ ~ I , ~ LOT B ' ~ ~ I G33 64.77 50.00 60.34 I 07 W 70 50.00
P,B, 17 PG. 126 : i , , _ - I_ - ~ i r ' i N ~ _ _ _ _ _ G35 55.20 50.00 52.44 I'I ' " k ~ _ - _ 7 04 E
------~~----1 I i ~ C36 27,55 35.00 26,84 N6 '13' 5"W
N i i J II LOT 58 II - ` G37 47,12 30.00 42.43 S50'13'36"W
' X 1 4 690 s ft. i ~ I I - ~ 16' ~ I G38 47.46 30.00 42.66 540.05' 6"E
{ ' I ~ I ~ ' I,O Acres ' RAN1~f:Y FA LY PAR I 1 1 13 ' FA LY PARTNERSHIP ~ C39 40.75 35.00 38.49 N61'14'II"E ~ 3 1880 C40 59.95 51.00 56,55 Sbl'33'14"W
~ 1 LO761 ~ II ' / PIN~3 181 ,'156,473 sq, Ft.; ( ~ I D.B. 1857 . 2C 3. 1857 .206 G41 159.25 51.00 102,00 N04'40'57'E
1.29 Acres 1 ~ ,1 / 11 i ~ ~ G42 47.21 30.00 42,49 549'30'41"W
- _ _ - _ _ ~ - - _ - _ CA3 27.55 35.00 26,94 51899'15"E
I j y ~ 1 i ~ I C44 25.Oq 50.00 24,83 N26'49'45"W C45 92.81 50.00 80,05 N40'43'13"E
~ I r- 1 ~ I I G46 91.78 50.00 79,43 500.30'08"E
II I I ' ,1 ~ I C47 21.03 25.00 20,41 N27'5q'25"E
-1 i•
IRON j I / r i j ; ~ 1 N
PIPE .111 / / FOUND ~ 1 , , , I tY w W~
~ ~ ~ ~ I I i i i,^----- I I ~ 1 ~ LOT 59 I 0.
~I i ~ y i y , u~ ~ ,
~1 ; ; ~ 49,187 sq, ft. I i ,I , , ; ~ 1.12 Acres i ' s m~ i
~ ~ tP ~z ~
I i i i - _ ~ ~ 4'46'24"E S83'I '48rE a ~ w
584.46 24 ~ , ' 201' 116.ig1 204.8 203 ~88~,24 WOOD LINE _ ~ N
A o PROPOSED RIGHT OF WAY - m wQ
' ~ a z ~ EXISTING RIGHT OF WAY 501E INFORMATION BASED ON USGS TOPO ~
SAO ~ ~ ~ 20' ACCESS EASEMENT ~ _ ~
PROPOSED EDGE OF PAVEMENT THIS SITE HAS NOT BEEN CHECKED FOR WETLANDS, SKETCH MAY CHANGE AFTER
' N a EXISTING EDGE OF PAVEMENT WETLAND DELINEATION,
~ BUILDING SETBACK LINE
\ ~ SOIL DIVISION TYPE SYMBOL, 5EE
- - - DRAINAGE FEATURE U.S.D.A. SOIL CONSERVATION SERVICE
MANUEL FOR EXPLANATION OF SOIL TYPE5,
SOIL DELINEATION LIB
WOODLINE
"SPECIAL PURPOSE LOT ~ GENERAL NOTES:
FOR U ;~`q~_~ ATER N I, TOTAL NUMBER OF PROPOSED L075 ¦ 74
~I LOT 60 ~~p~~y ~~4 ~~'~r*os~irt~~t'~ ~ ~0
302,273 sq, ft. 2. CURRENT ZONING A-I
6.q3 Acres t~. Drawn b . 2. MINIMUM LOT SIZE = 30,000 SQ, FT. Y
,41 AREA OF THIS SETBACKS= TH FRONT 50'
REAR 30' Approved by.
LOT NOT TO BE USED IN SIDE 15' TH
LOT AREA CALCULATION SIDE CORNER 25' 3, ALL CONSTRUCTION TO BE IN ACCORDANCE Date:
FOR AVERAGE SIZE. WITH NCDOT AND HASH COUNTY SUBDIVISION -1 - 05 6 6 20
ORDINANCE STANDARDS, 4, OWNER/DEVELOPER= Job name:
EASTERN LOG SALES WOMBLEBOUN4.DWG
P.o. Box n23
ROCKY MOUNT, N,C. 27804
PHONE [phone], LINEAR FEET OF ROADWAY PROPOSED Scale:
HARVEST DRIVE = 2,605.7 L.F. 1~r=100 H AT
PRELIMINARY PL SAVANNAH COURT = 545.03 L.F, rr N F R SALES RECORDATION OR CONVEYANCES HOBBS ROAD = 427.26 L.F. 1V~ I OT 0
SENEGA ROAD = 513.13 L.F,
,.,,.~,.,,r.~~ inns ui ule nnlvc _ I MA 71 I C
t,Uwc,Kr- i r.. .MyUILIIYG VICIYG iw~^•<• . TOPOGRAPHIC INFORMATION BASED ON FIELD No.
MONUMENT IRON FOUND
STAKE ~ ~ LOCAT ONS DATUM SCALED FROM USGS Sheet TOPO SHEET REDOAK
FOUND ,2qCmw 340.21 MR5 PLYER HEIRS N85 PIN # 380200324320 5 , 120 7. TAX ID NUMBER 350200743181 of
NO DEED FOUND

~ ~~N^, ~ ~ ~ , ,,,w ; , a0
!SS • IRON STAKE SET ~,ww~ WOOD LINE N I ~ X0(1 lC EIS c EXISTIN IRON STAKE PLEASE 5EE 5 EET ~ IS•(fplG G / ,
' PKS A PK NAIL SET PROP05ED RiGNT OF WAY " DITG~ EPK ® EXISTING PK NAIL " D1TGH E 'C ~ 5 ~ - LU D.. ~j tZ
PP ~ POWER POLE EXISTING RIGHT OF WAY , I _ _ ~ - - - ~ n ~1~53 I<( ~ 1 , „ ; ~ , ~ ~ i~ib ~ ~ ~ ~
40___--__~ .a. p^Ip ~M~ iii I~ - a R/W RIGHT OF WAY A - _ ~ L.?$ ' I 1 2 x 3G R S,R. 1437 ~ ~ ~ t I -I-~
RR5 • RAILROAD SPIKE SET PROPOSED EDGE OF PAVEMEN-~ ~ ~ ~ _ - ~ o I . '1 12~ t 28 ' ERR EX,RAILROAD SPIKE - _ - I ~ 56 2 18 ~ p a,
NLS ~ NAIL SET EXISTING GDGE OF PAVEMENT 1 ~ f I ~a V 1 ~
ONE OVER EAD ELECTR G I. _ k I ~ r- r!'"-- I V BUILDING SETBACK LINE I - ~ - I { 1. r CP m COMPUTED POINT ~ I o ~ II ~ I I , 1~ I 3 I$ ~p e(AS ~ N ' II is ~ r, 1 W r ~ ~ t
t1 A. ~ I 1 I~' n MOH, o GRID MONUMENT I ( I II I 1~. I I I SPECIAI I N - ~ ~ C~ z ~ 0 N I " 2~ ~ z F SPECIAL PURP T I; P SITE Qi ~ r
- - - DRAINAGE FEATURE 'I I i ' Il I~ I PI-I/~cjE ~ I I CMP CORRUGATED METAL PIPE - - I I .I I I FOR USE A 1 CDT 65, , 1 \ I I I I I I 1~ ~c ~CC~S P~ Q ~ - I FOR USE AS STORM ~ 2~'
I I1 I` I ` / , ~ CO 51 PED ®PNONE PEDISTAL I INEATI N LINE y 61,276 sq• t. I , a 11` , ~ I, I ~ ; SO L DEL 0 I , \ , I I AG ,N I CO SE TI I - rj (n ~ ll ~ O 'a I'
I I I ~ / ~ I~ I I t ~ , ~-,LOT 45 I OT ;N / ~ ' ~ ~ ~ II B~ULA4~ ~ / I
~ I I _ ~ / 30 a I 130,013 sq, ft, I- I ~ 1 li w ,I ~I o ~ I i I$ I II / 5 • ~ / / a I ~ to N I I ~ ~
~ ,1 ~ II ~o . 44 I ~ ~ ' ~ ~ , G ~ ~ o~Yl~.~l ~ at r ~ ~ rn ~
I. I 8 1 09 - I I I 3r I I I I g aEAQ E~ G ~ I tvEL s I } ~ ~ ~ I I ui ~ _ ~ N ' I
I I A, I ~.A• I I _ ~ ~ ' 0. I 1 LO ARC. ' LO ARC, ~ (00-5 ~ ~ ~ p~ ~
I I I FOf3_ Pipe Outlet toFletArea- i 1 ' ~ 1 ' FOg_ RHO ~ ~ _ (/1 V
Nowell-defined Channe t ~ I ~ , ~ = Z ~ _ - _ _ 1 NTS rn cn
I I I I t I~ ~ SEEK I PROPERTY LINE ~ p¦¦I ~ ~
ado A A I I t ~ ~ , • ~ I I w t ~ \ Z ~ , • ~ I REEK N 5 BEEN FIELD LOCATED. ~ ~ 1 ~ ~ 1` Z _ P - ~ I- O
_ I A 2 1 _ ~ ~ ,,I d w I I ? ~ ~ Z
~ ~ ' I „ -I•iC, ~5 120 I t ~ - r SLT llII1'II,N I' BASIN DIMENSIONS ~ Q N$ to CS N W
I I Plan ~ LOT 64 II t _ _ - - C3~ I . - - v~tonngcF Fa,xn~s SuBol~ls nl Cit. z
.0 ~ II 60,13q sq, ft, I r , $L+. ./iJ- , 8t - 1 AM 8' I I $ N rz ~5• f UFF R~ ~ ~ _ B I
1.37..Acres - ~ , , ~S ~ ' I I ~ lT - - - - - AS N _SPILLWAY__ REQ D_- FLOW STORAGE DIMENSIONS (ft) ~ C. cn
u-1 I IRON 1 II I ~ i-(G ~I~ 5 I -11= ~ I I I A ~ ~ -t 7~ a ..~Ilil PIPE ~ ~ I 'I I rQF-- ~ ' ~ I ~ NO. ~ (L X H) VOLUME (cfs) 1 II 1 II ; 1°n- S~ E~ cf TOP BOTTOM DEPTH
•U Filter - I I _ , _ - ~ I Ia11( Section AA Notes FOUND ~ ~ I I A I I I 1 I I I I f1 blanket ~ s I I w ~ I I I I I I I i I I I _ 1 1
1. La is the length of the riprap ~ , I I ~ .{LIP I ~ I ~ I 1 I 1 ~ ; r dye t. III ~ ~ ~ ~ ~ I I ~'td. , ~ i I '~(O~II ~ 2 ~ ~ 2 x 0.5 12.Ob ' ~ ~ 3~ ~ 2~ 2 Z K l Z. z coPKlgnl p: eeea 2~J
N a ron. _ I~- 1 I I I I I I I I p ) I ~I ~ l~ I I ~ I I 1 D Pipe Outlet to Well-0efined 2. d.1.5 times the maximum ~ II I I ~r I . d`ALTEK ASSOCATES, P,A. it , , I ~ ~ ~ ~ - ~ ~ All Rlghb Reserved. Reprodw<Uon a u.e ,~q, ~ I ~ ~ •y J d I ~ I 1 of the conGnt of Mla dxumenl, a
I I I Channel ~ ~ I i i li I stone diame~t but not less ~ I L________i - than 6^. -I ~ i ~ i i II I '~~y~~~I $ll~ , ~Q„ 4• T ~ ~ 1 ~ ~ ~ 1~ ~ ~ ~ addition. or dMetiona to thla document, $II~ ~ Asa \ ~ I ~ I in whde or In part, without written can-
0 I I I ' ~ I I 3. In swell-defined channel ex- ,.y ~ ( I ~ i I I I ~ I I I •'7 II • I j ~ !1J ~ ~ ~ I ~ q~ r ~ aent of CIVILTEK ASSOCIATES, P.A., le I ~ ~ I ~ ~ Z K, Q I ~ ,d ~ 3~ X r;(p z,~ PROHIBITED.
nd the a ron u the channel t' l ~ I I I I 1 to P P I ~ Nt I banks to an elevebon of 6' r ~ ~ __~16~------t t I Iw i ,w I Icy ~ Iw I ymIMAT# ii ` I I 1~ C 2 I I i , ~ PUNTED ARDW~OOD BUFFER 30 IN WIDTH " .S t ? ~ ~ '.o I LoT 4 ' ~ x o ? ZQ (.00 3 2 S x 2S S l x I t, S
A A abovethemaxlmumtailwater r - I A II ' 1 I I OT 5 10 I - - ,al ~ I I _ I OT 53 Iw I LOT 52,~ ,LOT 51 to I . Q I - I LOT ' depthortothetopofthebank, I Ft i ' ' ~ AD EDT EXIS111NG STREAM 2 ,41,213 sq, ft. i i ~ TH T IS URRNE~LY NON-BUFFERED. ~ ~ " ~ ~ ~ ~ ~
h verisless. i J ,I I 2 li h q62 fti~ ~2,60o sq,ll 3',2,600 st'L ift 3'x,6 sq, ,Ft 141,213 s< + whlc e q 1 1 w I I ~ I 1 O.q4 Adre~ I ~ S ~ ~,S x l ~IZG6~0~ Q ~c50 82 x~4t 3,0
/ W-1 I - I I 4. A filter blanket or filter fabric I I I i0•7~ r"`~""~ . Q`g~ should be Installed between vl .A ~ II I N I I i I I I I tJ I XJ I I ~ ~ I I
~ t I II I I I I I I I theriprapandsoilioundation. ~ _~II F111T51 Plan - 1 ~ 1 I I I I I I I i ) I pl''Of I ~ I I I ~ I '1 I I Q I,R~. I I I G I o x I q30 •DO .o r R.3 a x~5 (2 x~ 2 I 1 I 1
.t I I ' i I li i I I ~ ~ II ~ 1 i I I 1 I 1 I I ` ~ I PA TIE G. JOYNE I ~ r " I ' I i i ~ PIN # 380 007214q 7 ~ 3 X ,00 , Z Z " ~ 2 Z `KG Z 0 x'}•D 72 x 32 Z,o
I I 1 II ~ _i N BY WILL I-7 -32 ,
L. ~ II v i ~ I, ~ II I li j I ~ P ~ I I I I I I L-- I LOT 63 ' s I ~ -L--------~ L--------~ ? I I _ ~ L-------- L--~---- . ; I z zoN A-i S ~c I 13(000 .5$ ~ , S , 0e 1 1 S 3 too x ioo z x l z. - ,
_ _ _ ~ ; 6 002 sq, ft. ; / I 100' i i 6 ~ , ~ ~ ~ ~
is ~'!'lii lj~ I i 120' 1 I I 1001 I I_ _ 100' 02 ~ ~ I l .00 ~ S .0 t (DD Q O x Z Sg ,o ~ ~
~ Sectlon AA _ IIV III~111 h iI11J.1 ' ~lo+~ Ilp~ ~ ,QQt 60' I 1 ~ {p Filter r 1 1 A' 1f+~=-- r - t-,, - ~ i AR/ I 1
blanket II ~ ~ W tl ----~1 I 11 flpureEAleRgnpoWMpaxum (nndBsd hom Ve SWCCj. ~ I tr I 1 I I ~ M 1 I 1 1 L. "1 'w'~ 1
I I I I~ I ~ I I / I I I I 1 I \ I I 1 I \(O . BU FE 1 1 ~ 0 ~ I I , io 1 ~ ' lJ
I I ~ I I I 41 I I I 1 ~ I ~ ~ S , ~N I ' I
~ ~ I , I I I I ( I I I Lor 54 II I I ~ 10 I 11 I O ~ I ~ I , 1
42,1)7.50 sq, I ~ IN I LOT 56 1 I, , ; ~ 1 s ~ LOT 56 I
t, _ 'I II 0.% Acres I LOT 55 , _ ; 60,028 sq, ft.~ ,028 sq, ft, , LQT 5~ ,
I II II 142,117,50 sq, f . I ; LA6 Acres < Z a .a 1 I I I I E I I 1 .A6 Acres 3 1 ft. ~L%~~ ~ 1~ ~ o ~ 1 1J ~ C~
~y09 ZIc~U I ~ I I 1 / 1-pT,yN IlM M IMIf.1TEB OA rWM LL jOF, / m~asD o ~ oQ:-„x~ ln.~ II I ~ ~C ~ I P ` "L ` 1~~ I I T
BFLL ENO OF IPE / w 1'` ~m To P/LE of rout it ~u?ox I I I W~ I I. I ~ , I I I 2 I I ZM~OOT a FS.-ZZW ~ I ` / t _ J L--_-- ~l ~ 1 I .i. I 0 ~
t / /I ~ xZ r a, o~m~ I ' ~ 11 ~ ~
• ~j> D tort. Z~;> I I ' I ? I t I yi. a'~ nPE a.eun LO ~ I L07` 62~ I ~ II t I 1 1 ;ti 1 11 TABLE ~ 1 ~ N l' ` r CURVE LENGTH RADIUS CHORD BEARING 'Z yJ
~ ~ ~ ~ ~ I 60, 00`1. Sq, ft. I r 0, ~ 12 121 ~ ~ ~ ~ CONCRE CI 43.42 30.00 3q.73 ' " p .a, •p N28544 W ~ ~
I { I 16 ~ 1 I.36iAcre' PLAN rJ sa' L. 1 I I ~ ~f!"~ e I ( / I ~ - \ o,, M NT C2 41.34 30.00 38.14 ' " ~ N
PooTSNO I I n I[P ca+sT, oozNT [e usEOl D(AMEL LL ' - OU D t C3 45.75 30.00 41.45 N51'34'3 "E ~ 0
yi e e e END ELEYATION ~••x" it y I II snYCai r~~ 1 v ~E 3211 o A c I ~ ~ ~ N i II ~ ~ C.,~ BETE ,~s { µt(°$1 Cq 51.05 285.00 50.98 'I " SAS 572'5q 8 E r , ~j ~ ~ivf " " \ ~ ~ CIO 53.08 285.00 53:00 562'31'17"E ~
m ~ " ~ p i"1 = p "'1 w a.u m¦u mN eEONa+oa es+cne Nm g J • ~ ~ i 1~ , , ONUMENT ~ r. ~ X , ~ 1 0 gj \ I G 31,5 3.,,00 30.41 S3i'21 b5 E~ ~ ~ ;
C e m = P71E aNYI PIP[ eqe?1 IIP[ ; ~ ~ 4 ~'S , ~r ~ - I FOUND W N EOC. OIA, te' 1e' t.' aa" N' eY 11' le' ,1' d' a' M' ,2' .e' Q y V / K, I r' I S r i III i 1 1 ~ I I I g FRANK L. t DORTHY 5. WINGO 1} I ~ I i~' 1~ ~P I a N' ~ ~Z x~' cl2 71 1 I " rn .8 50.00 65,7q N46 4116 W
- m ~ ~ ~ ~ ~ ~ awe .x..L .L .z..r..1. r .t. r .k..z..x..M..e..M. y. ,z. T, W ~ i N aTV. a z t a,~ a t a a a r e s ` d ~ S Zs 9E~' Z - - _ I 60.2 554 46'4q W
~ ° - - --1-1--I ~ Q - „ ~ PIN ~ 38020053327Q y', 9 , t V ' ' ~ r•~ x on. a a + , s z=z^a z z al dd I ~ ~ II m y~ o pgyE~ o or. z z a a r r . s z z a a., s ~ a LOT ~ i ~ 1 ~ ~ ~ l; ~R S ~ vJ GI4 100.64 50.00 84.49 540'1625"E
Z D~ I I 1 I~ m o Toru ua, e a u u +P ss es ,a ,z ,a n n n a F Z J ~ P.B. 17 PG. 126 L_------. ~ n O ~ erTIBNPL t-0NRAUETIdI JOINT ~ N u' m , t~~ I '~f~ CI5 Iq.01 25.00 18.56 N76'Oq'14"W O CI6 120.68 335.00 120.03 564.41'21"E
C ti mNENetaNe No WC^ETE awrtmES = 11, ~ ¢ 1 I I O < ~ ~ ELEVATION wIw NONOPETE rrrE ~ 1. ~ _ , ~ ---,~---'l 1 Ll~i (~~.~1~~~,~~,~y~~ ~ Ciq 61,23 300.00 61.12 508'04'46"W
y N cotNnx oBeEazan nwE n Nzueu rrrE ~ 11 ~ ~ ~ + I I T i= p o N e e a e o ro• ¦ [ ro' = t,, G N 1 ( ~ ~ L~ I 8 I (n ~f~l /wll"~~~ ~ f/'~ I . I N ~b'~ • /S(/li nl C20 22.03 350.00 22.02 5120723 W
r• ' +e' n'a• P'-m' Ya' th' ia' a'•+' i.o z'a•'e'-n' ,.t C I L ~ 146r~0 ft. m zr• +'-s^ r.r ,,-o• a' +s' r-o^ ,s r-s' n'-e' a.a ~ I I I M~(~ (~~i4'~{ C21 4q.40 350.00 4q.36 SO6'16'35"W (T~-I Na~T1~1 ~ ~ W cn a71 ~ " -
ao" s'-o" Y~e" ,'.Y .4' ny^ a'~z' a.a •'.a•,a's• a.. I I h BRANTLEY FAMILY P RTNEI ae^ s'•e' z'•e" a'.e• +N' u ' v'•o' a.. e'.o• ,e•.e' N.a II LOT 61 ; PIN tt 3801 1880 MILY P RTNERSHIP .2 30.00 42.43 54 4602 E 9801 1880 ~j ~ ~UpV • C23 47,12 30.00 42,43 547.13'58"W
rY e'.p^ rn" e'.r" e4^ nh'v'~e^ Bs e'•lo' ie'•e' e.o A I I ~ I I .e• r•r r-e• r-r era^ e.o e'~e• ar.o' e.o _ - 1156,473 ft.l I ~ I D.B. 185 P6. 206 57 , ~ PG. 206 C24 21,03 25,00 20.41 N68'08'17"E
EETSaa s+EErlae i •eEE eNen a 838.01 ' i I ~ A I 838.01 _ I C25 4q.50 50.00 47.50 S7 ' 4'Iq"W 5
• I ~~j I ; - i ~ C26 71.Oq 50.00 65.25 N38'30'00"W
TItAI'EZOIDAL llI•I'CH llIMI;NSIONS ,~o ~ ' ~ ~ v ~SI~ , ; v 16 ' ~ C27 75,80 50.00 68,75 N45'3q'46"E
I , •1"O~ 1 Do x ~ , i ' ~ ~ ~ C28 42.10 50.00 40 86 ' ~ 566 4715 E ~ ~ - C2q 27.55 35.00 2b.84 N65'13'04"W
DITCH flu Se(96)- SS D(ftl W(ft) a(ft) n V,o Stabilization qZ'~$~ I I ' 1 I I t ~ i A ~ ~ C30 47,12 30.00 42.43 S3q'46'24"E
N H:V D' I ~ ~ i I o. t ) ~'f f} 2• I t ~ ~ r I ~ I RUNOFF G LCULAT ON9 AT DISCHARGE POINTS C31 2L03 25.00 20.41 N71' T " ~
~.o IR I I ~ i ~EI~ ON I ~ ~ , / . ~ ~ POINT # PRE-DEVELOPMENT Q POST-DEVcLOP1.IENT Q 0 55 E ~ C32 55,82 50.00 52.87 S7q'01'12"W y
I I.GS I,~}Z ; ~ ,S -r.s a.Z ,o~ ,oy ~la~ sc I ~ PIPE 'I a' , / i `t FOUND I f; ~ / I ~ ~ I Q • 0.35 b,8 0.34 ¦ 0.81 GF5 Q• 0.45,)(b.8 0.34 =1.04 CF5 C33 64.77 50.00 4 ' " N 60,3 N31 53 O7 W ~ d
.S ~•s o•z. .BP, STS ~ I , ;~'!r > ~ I , 2 r d e ( l .03 ~ tr / ~ ~iI -I 2 Q ¦ (0.35 (6.8)(0.38) = O:qO CFS Q=(0.45 b.8)(0,38)•1.16 CFS G34 62.70 50.00 58.67 I' ' 7" ~ N4 085 IE ~w d 3 Q 0,35 b.8 1.35 3.21 CF5 Q• 0.45 i b,8 1,35 •4,13 CF5 C35 55.20 50.00 52,44 571 18'04' E w
1 I .S - i ' , i LOT ; _ ~ 3 I . . t ~ s o• ,off .Gs SG I P~ q ~ C36 27.55 35.00 26,84 ' " 0. ~ 4 Q = 0.35 b.8 1.02 ¦ 2.42 CFS Q¦ 0.45 b.8 1.02 =3,12 CF5 N6213 5 W
~ I .Sf~ Z: I •S ~ s Ot O•o~ b'G2 ~ LI2 Acres I _ 1 - - - 5 --Q- ¦ -(0.35)(b.8)(3.26) 7,75 GF5 Q¦(0.4~a)(6.8)(3.26)=q.97 CFS C37 47.12 30.00 42,43 55013'36' W V ~ c
~'cD I>H~ I I w ~ i. 1 ~ I I ~ ~ 6 Q = 0.35 6.8 9.60 ¦ 22.84 CF5 Q¦ 0•~5 b•8) q.60)=2q.3 CF5 G38 47.46 30.00 42,66 540'05'26"E m ~ r
5 I•~Z z.33 Z • S 7.S 0. d.cs •`to 6 6 4S ~ ~ Ciq 40.75 35,00 38.4q ' " - ~ i . 7 Q = 0.35 6.8 2.36 = 5.61 CFS Q• 0.45, b.8 2.36 =7.22 CFS N61 14 I I E ~ Z ~ ~
to a•~ 2•~3 Z: l• `7s •Z 0.633^7~} S `'4624 ~ 2 ' r• I 204.28' 203' ~ N 1 1 I 16.1 i C40 5q,g5 51.00 56,55 56133'14"W 8 Q ¦ (0.35 (6.8)(4.44 ¦ 10.56 GF5 Q•(0.45 6.8)(4,44)•13.58 CFS , „ p ~ Q C4I 15q.25 51.00 102.00 N04 40 57 E w 'd
d. .s 2~ .S .S .Z .7 G S ~ -83.24 2 ~ I ~ x.03 2 ~ 5 ~ ~ q Q • (0.35){6.8)(4.6) = IO.g4 GF5 Q•(0.45)(6.8)(4.6)•15.01 CF5 G42 47 I 30 , „ N w ~ ~ d .2 .00 42.4q 54q 30 41 W c N - ~
I ~ ~ ~ i, 8 l.b~ D.S I•S ~•s D•Z aoJ TS ~ / J _ O J ' DISCHARGE POINTS ARE BASINS C43 27.55 35.00 26.84 ' Sib 3q 15 E N W
q ~ - .672.$S' ~ I•S 75 Oz o03 .~I ~ SZS ~ ~ to f' C44 25.Oq 50.00 24.83 N26'4q'45"W ~ Z 0. ~
.S ~ ~ ~ ~ ~ j / pL~IGII~b ~ I " ~ C45 82.81 50.00 80.05 N40'4313 E tr
10 2.88 2. ( 7•S D 2 0.07 .~'t r(IAdG S'1S ~C~ ~ i ' / ~ _ N G46 gI,78 50.00 7q.43 500'30'08"E C47 21.03 25.00 20.41 N27'5q'25"E
S ~ s If ~ e ~ g 0 • SS 2 :1 l •S • AZ o.03 7.5G l11~AtG S 7s ~5 ~
/ ~ ~ I Z .off 3+~7 A S S ~
~ ~ ~ .S ?.S ~ / ~ SOIL REPORT ATTATCHED WIT1~ PLAN ~'fs
z 0 D I { pz o.o~ ?.GG ~ S?S I l 2 SOIL TYPES NUMBERED AS SHOWN WITH ~
1 ry' O.SS z:f SS ?.S d2 ~ 2Pol 7S i ~f o ~ S 1 # I BEING THE BEST AND # 4 LEAST 'til DESIRABLE FOR SEPTIC SYSTEMS. ~
/ WOODLINE SEEDING.MIXTURE ~ ~y!
DITCH 0,e S,(961 SS D(ft) W(ftl Blfq n Vto. Stabilization l; ~ N~. 1Mthlt ~I ~ / ,~11,~p A p N SPECIES' RATE LB/ACRE r~'r ~t { ) TALL FESCUE 80 ~ . L-ENERAL NOTE5= _ IC~~ ~ ,
{ / ~
~ ~ CONSER A I N S T•37 I.o~ ? ~,S 7•s p•Z 2+13 ~lhG S`fs ~ ~ / SPECIAL PURPOSE LOTS = 4 r '
LOT 60 14 p.'IS t•S ,S p.2 ~{,pK S f 302,273 sq, Ft. SEEDING NOTES] PROPOSED BUILDING LOTS =~,~Q- . I. AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED, `
A 1.S S 0.2 0 S ~ 2. WHERE PERIODIC MOWING IS PLANNED OR NEAT APPEARANCE IS DESIRED 0 2. CURRENT ZONING A-I MIT
?7 2•~ 0•`~8 Z~ e 38 T J .S SERICEA AND INCREASE KOBE LESPEDEZA TO 40 LB/ACRE. 2. MINIMUM L07 SIZE = 30 000 SQ. FT Drawn b . 3. TO EXTEND SPRIN SEEDIN DA IN 0 N ' ~ G G TA T JU E, ADD 15 LB/ACRE. HULLED BER- SETBACKS= TH
RE 0 5 MUDAGRASS. HOWEVER, AFTER MID-APRIL IT IS PREFERABLE TO SEED TEMPORARY FRONT 50'
I.S „S ~ ~ LOT NOT TO I .~z. 2; z o.z .off 3 ~S ~ s S. 'I BE USED IN COVER: REAR 0' • NURSE PLANTS= 3, Approved by:
e D •Z~ Z ~ ( ZS .Z O•~c3 S i LOLA EA CALCULATION SIDE 15 BETWEEN MAY I AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLE'1. OR 15L8/ACRE SIDE CORNER 25'
.S I - bR AV 51ZE. ~to~ b.'~'.S• o.s~' z. ? r 7•s o.2 0.03 ~.~t sZs SUDANGRASS, PRIOR TO MAY 1 OR AFTER AUGUST 15 ADD 40 LBIACRE RYE(GRAIN). 3. ALL CONSTRUCTION TO BE IN ACCORDANCE SEEDING DATES= WI H N Date:
Z2 •SS I.S~P 2: r•S -7S 2 A© 5.33 J ; 6 S7 BEST POSSIBLE T GDOT AND NASN COUNTY SUBDIVISION 7-13-2005 ORDINANCE STANDARDS,
O.Z2 ? 0. S ~ FALL: AUG. 25-SEPT. 15 AUG. 20-OCT. 25 LATE WINTER= FEB. 15-MAR. 21 FEB.I-APR. 15 4. OWNER/DEVELOPER= Job name:
~ _ FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDE~:AS. OVERSEEDING EASTERN LOG SALES
3.12 t.s P Z • 2 Z~ 7. S O Z d .02 ~ bS S 7~S` ~ ~ OF KOBE LESPEDEZA OVER FALL SEEDED FESGUE'IS VERY EFFECT';VE. P.O. BOX 7723 WOMBLEBOUN4.~WG SOIL AMENDMENTSI ROCKY MOUNT, N.G. 27804
~ I APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLE' 4,000 LB/ACRE PHONE [phone]
~ o.z7 ~eo7 Z'I ' (^S 7•s er2 p.o3 ?•26 7s - GROUND AGRICULTURAL LIMESTONE AND I,000LB/ACRE 10-10-10 FEi~TILIZER, 5. LINEAR FEET OF ROADWAY PROPOSED Scale: MULCH= HARVEST DRIVE = 2,605.7 L.F.
a ~ APPLY 4, 000 LB/ACRE GRAIN STRAW OF EQUIVALENT COVER OF ANOTHER SUITABLE SAVANNAH COURT - 545,03 L.F. 1 =100 (H)
MI II rL! AAIPlJr1D CTDAW FlY TA/'YIAIY_ LIITIJ ACDI~AI T 1.ICTT1?I/_ AO DAA?V nn ev
n t-rN f nv. I F-1 P,.df Mn" , ,L- I I IIRtl NIS ryHp,IR7 VR o HOBBS ROAD ¦ 427-26 L.F (V) CRIMPING WITH A MULCH ANCHOR TOOL. A DISK WITH BLADES SE1' NEARLY STRI,HT
Z$ ,~.Z 2; 1• S S -L 0 CONCRETE `f ( 52 ( 7. D D 3 `t0 7,r CAN BE USED AS A MULCH ANCHORING TOOL. SENEGA ROAD 513.13 L.F.
MONUMENT IRO FOUND MAINTENANCEi JOQUILINE DRIVE =1,024.27 L.F. REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE
STAKE FOUND --------r MOWED ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, b. TOPOGRAPHIC INFORMATION BASED ON FIELD Sheet No.
_ , q'42"W 340.21 MRS FLYER NEIR5 N85 2 A PIN # 380200324320 FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. LOCATIONS DATUM SCALED FROM USGS TOPO SHEET REDOAK
NO DEED FOUND 7. TAX ID NUMBER 380200743181 (2, 4 of

• IRON STAKE SET ~.,v,ti,~,u WOOD LINE • , ~ G
EIS c EXISTING IRON STAKE CONTRACTOR IS , GENERAL NOTES• 5T FORM OF EROSION CONTROL. ~ FOR CANTACTING APPROPRIATE 1. STABILIZATION IS THE BE
PKS ~ PK NAIL SET PROPOSED RIGHT OF WAY ~""+'~"'a"? S~~T AGE FULLY RESPONSIBLE FOR CANTAC EPK EXISTIN PK NAIL ~ P +4 ~~.5 PARTIES AND ASSURING THAT EXISTING UTILITIES ® G 0~' C Edi= c. S RE 9 1 CE PRIOR TO THE SEEDING IS NECESSARY TO ACHIEVE ER051C?! CONTROL J 'LNG UTILITIES ARE LOCATED TEMPORARY
N ~ 7J '6rV'( COMMENCEMENT OF CONSTRUCTION, PP Rb POWER POLE r OJ•~tD~ EXISTING RIGHT OF WAY M,~,~,yy,,,,~ ~.tM~TS dF ~t U ED AREAS AND ESPECIALLY WHEN SPEC f FICALLY ~ ~ 'I ONSTRUCTION. CALL ~ ON LARGE DEN D S.R. 143 A OF THE CONSTRUCTION SEQUENCE S!•lOWN ON ~ r` QUIRED AS P RT COMMENCEMENT OF• WORK FOR RE ~ ~t
R/W RIGHT OF WAY -rp jjJ LT 1-800-632-4949, 46 HOURS PRIC>R TO COMMENCEM RRS • RAILROAD SPIKE SET ~ Sp' PROPOSED EDGE OF PAVEMENT 'ttR • UTILITY LOCATING SERVICES. THE PLAN. ALL DENUDED AREAS LEFT EXPOSED WILL, H THIN f5 r~ ~
R o x AI A I TJ~R A~ ~t)~F FLo~ ER E .R LRO D SP KE LENDAR DAYS OF ANY PHASE C°" ~ Q U+1 p ~ WORKING •DAYS OR 30 CA m H R PERIOD IS SHORTER, BE SEEDED AND MULCHED, (Y N M! AND SIZE OF ANY DRAINAGE GRADING, WH.G ~E d- l~ ~ ~
NLS ? NAIL SET _ M Or EXISTING EDGE OF PAVEMENT CONTRACTOR ~SNALL VERIFY. LOCATION AND SIZE r(~D ~ ~ . STRUCTURES PRIOR TO THE COMMENCEMENT OF C OHE OVERHEAD ELECTRIC L S~R54V (CEMENT OF CONSTRUCTION. 2. SITE AREA:. 9.!k1 ACRES W z ~ p N
BUILDING SETBACK LINE CP ~ COMPUTED POINT `BCb(- DISTURBED A EA:13 ~AGRES ~ ~ SITE ~ z 'N ,
MOH, o GRID MONUMENT CL - DRAINAGE FEATURE Q ~ ~ 3. ~ -
GMP CORRUGATED METAL PIPE \ - - ANY LAND-DISTURBING ACTIVITY) 5 ACRES REQUIRES COMPLIANCE WITH ALL ~ . CONDITIONS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER UNDER T ~
PED ®PHONE PEDISTAL ~~'3? \ ~ ~ ~ ~ , ~ ~',Sj,,~ SOIL DELINEATION LINE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM P HE B~U~A~ ~ ANY PERM( NON (ERI11T NO.NCG010000). ~ , (n
RiIN ~ " ~ 686 ~ GehISTl~71 tJ T COMPLIANCE IS A VIOLATION OF THE CLEAN dATER ACT AND N MAY REQUIRE ENFORCEMENT ACTION BY THE NOR
~O,t1~t ~ - ~ OF ENVIROMENT, HEALTH AND NATU TH CAROLIN<, DEPAR7MEI~f f nn 11 t~ I- pq RAL R W , ESOURCES. ~ w ~ ,
S r, ~ Iq5' ~ ` ~ - - Ou RCP PP IRON ti , _ "~•1`.'~ ~ / > L4J N
PIPE I ! 1 ~ - 5` ~X/~Sl ~l y`~'---~-_-...... WES ~ ~ c.> ~ ® . WEST BEULAH ROAD ~
FOUND 'w ' Z P- , _ _ P pp T BEU _ _ _ CONTROL ~ , ~ - S.R. 1432 ~ ~ _ U (b0' PUBLIC R/W
CORNER I - ~ _ ~ _ ~ Q ~ 3 T = Z ~ ~ ~ 1 NTS w cn
P • ~ X38 I. 4 _ _ ~ , - Y- ~ ` ~9 ~ y 12 1251- - _ _ I I ~ ~ - - _ a~~ - ~ • v-I =
I 48 075 v1_ ~ 12 , ' _ - - - _ ' SQI<E.4 ~ \ 1 125 _ , , sq, ft. hr ~ L / V _ `1? EXISTING
,~D ~ I I ~ 1. ~ ~ 25 - A 7j - ' _ ~
,1 ~ U I I I 1 7 r- _ 1 - _ I ' - - - - - p - _-125! _ , - _ 4----~- . - - i V1 W
1"~ ~ 3 I. ~ I \ I -1,2 1.. ~-125'_.. t'- - ~ ~ \ Z
0 I I b~= 3d ~ ~ ~ , LA ~ ~ f 69 184 I I 3 9 I J I T _1 I ~ r \ I r / I l' 4 I I I r / PP 25- ~ ! ' N i ~ r- _ ~ / -135 - ~ _ R/W O ~
~ ~p 1 1 A ft. 'A I I 5 ft• I l°. I ~ I I I~ I I I I' . I ~ \ ~I I I I 5 ` \I i i ~ i ~ it - r-- _ _ i P~. i i ~ , ~ (n
0?'A ZZ Z O; I ~ , - I \.I I I K ~ 1,179 I I 6 I I ~ ~ q 5. y 0 ~ .LOT . ~ ' I ~ 1 - 79 I I I ~1 ~ ' ~ © ' ' I ' I ft. ~t~ ~ i 38 4i3 ft.5~~ ~ I ~ , _ 1 ~ I I 5 i 'I ~ i ~ 31,179 I ~ I i ~ 7 i i , ~•i i , ~ ~ r----------- ~ ~ PIN ~79 ' `i I I ' ~ ~ i q i _i•~. ~ i ~ i A,.I w EXISTING
=t ~ ~ I ~ I I , I ~ I I WEl(L Z ,AI I~ 13 ~ I ~ ~ I ~ 1' , sq, ft. ~ ~~I I ~ I I I I 7 ~t1 f t. 3 58 ~ , ~ ~ , - _..r- , , a, " ' ' ~ ~ ~ i 15 RCP : _ ~ ~ L_~
LOT 14 'iFt Crw A , ,A I'~, ' I r , I ~ ~ ~ I P ~a ~ I~ I I I I `n s ft. I1 ~ ~ ~ l ~G. i ~ q, i ~ , 31, Ib2 i , i , ~ i , , , i i w c~riynt 2ooa
P.B. 17 PG. 274 - . ,I 1 ~ Dt rytxNq- ~ I "'Y ~ ,A ~ ~ '9~ I ' \ I _ I I I • I I I I ~ ~ I IP I I I I I N PIN >x 380200544133 , ~ I e ~ ~ v •I ~V I ~ I I I I I I i~ i 71 i ~ V1 3L~ ft. i ~1-i 31,179 i - 31 175 ~j - _ ~ i ' 13 ~ 'i ~ ~ ~ ciw~mt ~ssoga~s, a.n. i i ,1~.~.. i (~N i V1 q, ~ 6 j r Q-i i ~ i 0.71 Ac• ~ 9 ft. vi ft. 12 ~ - i ~ • ~ ~i or uR,~~"cori«,t oi~ineDeoG,m~i, a ~ ~ ~ ~ , , , 70. I AC. ~ c~a ~ ~ a~~ 35, 623 ~ i
D ZONE A-I ~ ~S~N'~~1\ i 5~ ( .I • I ml~ I I I A I I I I i , i i , i i i i 70. I Ac• ~ 31 175 ' ~ s fi. ~ ~O~ ' I i aamtwne or a~aua~s +o ~n~+ aa~~mA~t, I ~ ~ I ~ I , I ~ t ~ ~ ~ p~~ In while « h port, wlthwt written con- ~ I ~ I I ~ I ~ I SLR, ft, i i1G.]L!-."s+ » sent of gV~ITEK ASSOgAIES, P.h, i,
r , 3 ~ I Nd I < j ' ~ ~~H~ I I I ' I j f j 0.71 AG. i I i~~ PRONIBnEO.
5 1~ ~ ~ C~31 v ~ ~t~ la Cotes I ~ . I ~ ~ ~ ~ S r ~ ~ \ I ~ 125 \ I j I I j I , I ~ ! ~ I ~ I ~ ~ ~ ~ ~ ~ ~ ~ 1 ' ~ ~ ~ ' ~ ~ ~ ~ ~ ' ' ' ~ I~
1 ~ RIP o ~ , , Iy I I LOT ~ - ~ ~ i\ 5 I - ® ~ - . 1 12~ ~ I' 'V - ~ ~ I I ~ i
~S~IRES I~ ~Vt~T u+1 1 34091 s ft. o'' • tr x2D I \ ~ 1 , a I S6DIMf>u ~ ' 0 \ 125 ~ ~ li i ~ - ~-----------~i , i i i I I
' i 0.78 Acres ~c5 ~ 4~` `C t ~ I - - _ ,q~ Q- ~ I Inl _ 6 ~x I ~ I I I ~ 51 _ ~ ~ ~ ~ f~ ; -v- 4 A(°~Z ~ ~ ~ I ~
1~. I I - 41 84' ~ i + , , i i r-----------~ r- ~ b III 1 ~ J
r , _ t 1 _ 37,551 \ I I ~ I , i i u , ~ I , t , ~ f ~ ~ ~ ~ Q i + ~ i i i ~ i i i~ r---- ~ ~ ~ I-
- ~ , • ~ r - 4' I L i + ~ , ~ , ~ , ~ ~ ~ r ~ t
- 11 I , I J ~ I I ~ ~I. \ 49x735 I 1
LC>T 71 ~ ~ • ~ \ ~ ~ I ~ t. , I I I I I" ~ ~9r -'~~I 31000 ~ ft p~ ~ PRASE III 1 ~ ~ ~ v ti ~ I I ~ I + ~ ' ~ ~ ' ' , ~ ,A ~ ~ ~ r ~ ~ ~ ~ ~ ~ ' ~ m N
LO`1' I II 71 O ` ~---t---------- ~ ~ J ~ i \ I 38 ~ ~ v I ~ ~ ~ ~ ~ l7
P.$ 3 1 ~ I~ s , I I p 17 I ~j'' D TN REA ~ ~ a ~ , v , IN # 3$ PCi• 27q 1 I 1 3 ~ ~ ~ ~ ~ ~ ~ i ~ 981 i. i 38 981 ~ i ~ i 16 i i i ~ ~ i; r^ ~ - t - s ft. i i r ~ ~ ~i O s ti v 1
0200 ~ I r------~3~ ---------i ONF A- 22179 1~--~----- I ~ i ~ 33 29 sq;ft. ~ ~ ~ ~ 1 \V II I ~ i ~ i\ A i 38 981 i i 38,981 i i i , ) fK
_ 1 1' ~ d.76 afire ~ ~ ~ 3 ~ \ 1 + m ~ ~ s ft. ~ ~ s ft. ~ - 38, qu 3 , ~ ~ ~ ~ 0 1 ~ sW cn 9 942 ~ _
- ~ . ~ ~ ~ ~ I Lox s>'~E ' , . . i\ t ~ ' i ~ ~ ~ A i ~ A i ~ ~~q i N~ ~ ~ ~i z ~ ~ ~ d` i i i i m `~L ~ ~ fl- - Q . 1 ~ ~ ~ ~ ~ ! ~ ~ ~ w a -1
_ ~ , I ~ I t. ~ ASEF11zNT\ ~ ~ 1 \ I . - o , 2 I I o N , ' ~ ~ N ~ ~ ~ ~ ~ , ~ , ',~p,51rJ~ ~ 3 a- ~ ~ i ~i~-200-j ~ ~ ~ , ~ ~ '1
~ _ , _ I I I I I~ \ i `~e' LOT 1 '1,30,91 ~q,i ft. , ~1 w 6 /g :J . U~ - . 2 i \ >~NASE i~, ~ i ~ ~ ~ ~ t ~1 ~ ~ ~ ~ ~ ~ ,r~ ,pP ~ I ~ D ~ ~ .,a ,
A•$• 17 12 I _ 70. I Acres 1 ~ ly Z`^ I PI P I 1 , J
8020 i , ~ . Z. ~ A~. - 0 Z 053 -a ~ A 1 ~ ONE 264 . < ~1---------, ~ RAIN AREA ~ 0 ,A ~ asTd ' ~ ~ ~ I I H .5 r ~ - ~ - 0 2 _ ~ I ° ~ i I ~ ~I ^j i ~ :
I I`__------ Im ~ 1 , ~ 22,247. sq,ft. s\, '~i~ It ~ tel: - - w h ~ ' I ? 0.51 acres ~ ~ • ~ r . crG ~ D Tcl}3 - ~ ~ ` ~
_ ~ N1 % ~ I f F I i ~ 1' 7 I / r III ,L.. t2o ~ ~ O ~
a ~ i 0 1~ 30,100 ~ 2 .t. 1 ~ , ~ / I - 243 1 ~ ~ ~ , i ~ _ E C _ I t 1. _ . - Ito' • ~ t~ ~ ~ ~ zo ~ c~. ~ . 120' . ~ ~ 3 _ ~ ~ , ~ ~
1 N ~ sq, f ~ J LOT I ti V 0.69 Ac. I D IN AREA ~ ~ i~ ~ ~ , `I ' ~ % I • 9 !r ~ ~ N
1 I J ~ / I •i' sa ft. ~ 1 I ~ , , 9 3. s ft ~ ~r\• ~ _ 1 X2+1--40~ ~~y -----a-____ 4` q, ~ ~ , ~ z ~t ~ ~ . I ` ~
b acres xp ~ • SEEDBED PREPARATION NOTES, I, I I~~ - - ~ . ~ ~ / ~ i. ti ~ lT X120 ~ cr~JSrtztkTlohl • ,vr s? ~ Izo - I ' ' ~ ~ ~
= I G I ~ ' D' SEWER E ~ ~ 1 I I- / ~ / ' I, SURFACE WATER CONTROL MEASURES TO BE INSTALLED I - I 1 1351 55' b' / 6T Sr W / , _ 0 IV 130, _ _ ~ - ~ • , 3 i h ~ ` ~ A
ACCORDING TO PLAN. Ic . ~ l ~ ~ ~ , r------ _ ~ 5!'
2, AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD r 20 SEWER 1 ? , , I~ ~ ~ M - I 1 1 ® I I I 1 WITH AVAILABLE TOPSOIL 3 DEEP, ~ - ~ $IMT, , , , ~ ' ~ 1 ~ 1: ,
3. L005E ROCKS ROOTS AND OTHER OBSTRUCTIONS SHALL I _ i • 1 1 1 ' ' 1 , 1 - + ~ ~ A ~ I ~ I 1' ! ~ i i i I. ~ ~k ~ i\ I b~ .
BE EMOV FROM THE SU ACE 50 THA THEY WILL ~ ' LOT tJ A i i ' c ' I ~ II ' i r~ , R ED RF T 1 ~ ~ ® 2 3~ 9 I- I i / 1 9 1 1 II ' I ~ I I , r ' NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE , ~ sc;, , ~ . 30,999 11 , I sq, f , I , 1 W~ , 1 1 T i i t i i i ~ i t ,
,OF VEGETATION. SURFACE FOR FINAL SEEDBED ft, y~ - I - 1 ` I I ~ r. sW ~ 1 1 1 I I ~ i. i i i i i i i Ls O
PREPARATION, AT FINISHED GRADES SHOWN, SHALL BE - ~ - , 1 i • r ' ~ ~ , I Q + REASONABLY SMOOTH AND UNIFORM, , , ~ 1 31 000 1 I ~ ~ ~ ~ ~ 'N~ 'fl~~ b 20 ~ © ~ ~ ~ ~ ~ ~ I ® r ~ ~ ~ i r i 4 269 A~ ~ ~ i i I B76 i i i i i , ~ i i' b~R'i.f
y,.-- 1 . 0 1' ~U 4. IF NO SOIL TEST IS TAKEN FERTILIZER AND LIME TO - 1~. sq, , d ,t sq, ft. i ~ 4 4~~ i 42 673 i - ~ , i i i i _ ~ 41, 080 ~ _ 40 I1 , ' ' i 75 Ac. ~ ~ eq, ft. ~i~ sq, ft\ ~~W ft. i ~ Sq, ft. i ~ ft. i a~ ' i 1 ' I~r
BE ACCORDING TO SEEDING SPECIFICATIONS ABOVE. -1 I ' I I 748 f • ' 1 ?r~ ' X75 Ac. I 1 r ~ ~ ~ i W r _ _J ~ 4 ~ 1 1 t~_ ~ ~ ~ 1.01 Ac• i li i A i mi , i i R~ a i N ~ V i V•i i i i ~ m, 0.94 Ac. i mi 0.12 :4G. 3q 071 i ~ ~ ,
I I P O 15 / 1000 - I 1 2 I - I , i N ADD TION, R VIDE LBS. S.F, OF SUPER ~ , w ~ ~ • > 6 I PHOSPHATE. i 11 ; pp_ t _l G~5 ~ ~ ~4 W ~ ~ I 6 i i ' l i i i i i i ' ~ ~ t I~ ~
I E" D O r . a 5 IF A SOIL TEST IS TAKEN PROVIDE FERTILIZER AND ' ' ~ ' ~ tt ~~ff ~ ~ , r • ~ I ' i ~ i i 4~~J i i i i ~ i 0.8q Ac• ; ~ E i ~(i A i d i i i i ~
LIME ACCORDING TO SOIL TEST REPORT. I LOT ~ 1 I- ~ 83' ~ I f~ ~Q a b, FERTILIZER AND LIME SHALL BE APPLIED UNIFORMLY ~ 30,997 sc, ft~ II , I 134' ~ ~ I ~ i ' .b' P ASE ' ~ ~'lV ASE I I :.I ~ ~ v ~ ~ ~ ~ ~ ~qa. ~ ~ ~ ~ d
D PREPARATION. _ II ~ \ I A ~ I qq' - - , 1 ,1 , ~ AND MIXED WITH THE SOIL DURING SEEDBE ~ 1 , ~ ~ 1 I , I + I i i t i ~~i i tip. i i i-~
7, ADDITIONAL EROSION CONTROL MEASURES MAY BE ; ^ I ~ ~ E LCA ROA_p_~-------~-- 1 11 ; r ,q I REQUI D PENDIN ON FIE D CONDITIONS, 1 _ I~'" R/W '~G'~9 r I 1 ~ ~ I RE DE G L , , ~ f i I A i "v ~ i t i i i ~ I ~ ~ ~ + ~ ~ ~ ~ ~ ~ ~
8. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN ~ - ~ ~ 1 ~ ~ i~ ~ i i \ i i i i i i j ii"' ~ ~ ' i ' i ' ' ~ ' ~ ~ l ~
WITHIN TWO DAYS AFTER MULCH IS SPREAD. ' 134 1'~C1 ~ , 1 + ___JI _ I - _ I 48 ~ ~-1--. t~ AK a
I 1 1 I I ~ > I ~p 1 j~10 ~0 ~ ~ i~ \ / PP I ~ ~ is L 1 ' ~ ~ ' 120' 120' 136' 30' 132' a
I li r~ i i - 1 11 ~ .1 ' s BUGGY ` z z 81' T10"W TO OAL T129•,41 ~ ~ - BUGGY E' ~ z
_ FRANK L. ~ DORTHY S. WINGO I I I , $ ~p~ S , I ~ ~ ~ _ _ _ . _ _ ERR ~ po z _ IRON AXLE ~ U Q 's ' \ ~ ~ ~ ~ PIPE, ~ U 1 ~
IN # 380 00533279 ~ 201 SEWER ' ~ ~ ~ 1 . ~ 1 n 1 _ II~` FUND P 2 I ESMT• I 1 ' ~ i II '1 li ~F~' i , 0 sq, ft. I , ~ ~ ~ y ~ I I ~ ~ ,~I , ~ FOUND ~ ' 1A ~ 1 i ~ ~ I ~ FOUNCQ
D.B. 1285 PG. 660 w ~ 1 I ~ , 1 , , , ' A-I li ~ 1~~ ' I I I II / "'r Ii Ae~ ZONE u+ , LC'T 66 ,A, I ' I 41 1 X ~ 1 / > ~ 1 I ~ I 1 Z Q Q
' ft I 1 I I I ~ 0 I I I ~i~' sW 1 , ' 1 ~ I I TAR/ ~ N _ . PATjI'lE Gi JOYNER I ~ \ ~ I i BOBBY G. MOORE ~ -e, ~ z U; z Ul ~ PIN~# 38000721494 U E m a' SIN # 380200729829; ~ z z z'
L42. ' ft,~ 1139, 992 sq, ft. 1o 1140, 4b2 sqf-Pt: ~ I , - O 1 , 1 r ~ I_ ~ 1 P BUFFER 1 WILL(I-7 -3 TABLE p~ Iw LOT I w ~ ~ p~7 81~ ~r-~ 1 ~ w , w ~ I _ ~ BE:{RIN - w t".B. 27 PG. 284 cvz + Nh
1 ~ I ' ~ 10.85 Acres 1~ I I , - ~srea 1 _ ~ ~ , ~ A - I ~ I I r ~ ZONE A I CURVE LENGTH RADIUS CHORD G ~ I I _ E N z ~ ~ , ~ ~ I CI 43.42 30.00 39.73 N28">4'42"W 0. ~ E ~ E ~ r ~ 4 ~E ~Z a
1 1'~ ' ~ I I I 1 '1 OF 1 . - ~ ~ 11 11 .1 11 , 11 1 •a C2 41.34 30.00 38.14. 'r ' ° ~ z p z g z ~ z ` Q'
1 4 ~ I ~ • 1 It~ 1 i , I 1 1 ~ I i,: ~ ~ Ne r.~N klRf~ Ne M1~'N hIRE2~ N (~Q.Ft ISO l5 ~C1YIPORAQY ~ EMI- PGaM. G3 45.75 30.00 41.45 N51"4'32"E Q ~ ~ 0 0 0 ~ o
1 1 ' 1 I I 1 1 ~ ~ ~ _ ~ ' i 1 I ~ ' r ~TGN ~ JJo Y ~ G9 51.05 285.00 50.98 7 " 9 I E ~ vi Q 8 1 I ~tt i ~I G S 2~ 8 p (D z Q z G z t+ •)E JJo 'T N AM CA/.1 16>? ar E~ S~ 7 CIO 53.08 285.00 53.00 56 ' 117 E 0. r t o N ~ ~ z
_ - 1 CSI ' D1 - ~ ~ ' ~ _ 1-- J_f- - ~St~ Q~rc. ~ " fZ z SOIL REPORT ATTATCNED WITH PLAN w z w z w - « b ` ~ SOIL TYPES NUMBERED AS SHOWN WITH ~ -z -z r7 I ~ , CII 31.55 35.00 30.49 S3I':?1'55"E w_ _ >Q
CONSTRUCTION SEQUENCE t r,,s _ ; ~y' : - , 2a I ~ _ - r , 1 +---a-~ i ~ r~etb Jp # >>dd ~i ~ # I BEING THE BEST AND 4 LEAST ~ w J ~ F~eeboard ~o CI2 71.81 50,00 65.79 N46 41 16 W (D ~9 m' ~ N (y (L ~ Q ~ ~
1 ~ ~ , I. OBTAIN GRADING PERMIT FROM THE NCDENR, ; j' 1 LAND QUALITY SECTION. P. i y / , 1 L, - ro DESIRABLE FOR SEPTIC SYSTEMS. ~ ~ A 1 ~ GI3 65.26 50.00 60,72 S54't6'49"W ~
2. SET UP PRE-CONSTRUCTION CONFERENCE ON-SITE WITH THE ~ ~ A M CI4 100.64 50,00 84,49 S40",6 25 E 3
EROSION CONTROL INSPECTOR (TELEPHONE qlq-571-4700) 170 ~ / \ CI5 19.01 25.00 18.56 N76'A'14"W N GI6 120.68 335,00 120.03 564"41'21"E
TO DISCUSS EROSION CONTROL MEASURES. - _ 3, INSTALL STONE CONSTRUCTION ENTRANCE SILT DIVERSION ~ / ~ ~ , „ I, TOTAL NUMBER OF PROPOSED LOTS = 74 e cft> GI9 61,23 300,00 61,12 508~a446 W
DITCHES AND SEDIMENT BASINS. CLEAR rONLY AS NECESSARY `a SPECIAL PURPOSE LOTS = 4 ~F C20 22.03 350.00 22.02 SI2'CT23"W PROPOSED BUILDING LOTS = 70 ~~t` a
TO CONSTRUCT THESE MEASURES, ~ "1~ fi"t r V6°•I Lc ~ I S a'x C~u ~ - 4. CALL q19-571-4700 FOR AN ON SITE INSPECTION BY EROSION ~ ~(D l t S l I ~ , ~T,/~~j.1{' 1 -~~5 ~ E~ 5>rb 621 49,40 350.00 49.36 506` 6'35"W ,,~~aa`~°r, k"`~.•.
CONTROL INSPECTOR. WHEN APPROVED, BEGIN CLEARING AND ~EP~ . ~O AID g6st?~ 2. CURRENT ZONING A-I ,z; „ I-~,, C22 47.12 30.00 42.43 542 , ~6 02 E r, ~ ~ '
GRUBBING OF THE SITE. r ~IT~ # NEE ED ~ C ~ N~ 5, MAINTAIN EROSION CONTROL DEVICES AS D , c ~E~. ~ ~ ~4 t0 ~ (,IN>~ ~ C23 47.12 30.00 42.43 547'.3'58"W 2. MINIMUM LOT SIZE =30,000 SQ. FT. ~ R - . 17~TG-I 3 • SETBACKS. ~ : ~~-^,T.N '
b. STABILIZE THE SITE AS AREAS ARE BROUGHT TO FINAL GRADE. s.o• min. I l~ T` lJ r r ~O ` . 5 ~CW+1GI~. ~'~T , r ~ J 50 f ~ C24 21.03 25.00 20.41 N68" )8 ~7 E F ~ ~It~C~-I~l~ ~ 1 ~ ~ , „ FRONT 50' {°i ' C25 49.50 50.00 47,50 572 ?419 W ~ r ` ~`xw>
7, ALL EROSION CONTROL MEASURES SHALL BE CC>NSTRUCTED IN ~s~ wnst+tD stoN, t X ~~j • 5p' (~6' INNIMU~1 j 0~ Z8 O ACCORDANCE WITH THE NC EROSION AND SEDIMENT CONTROL ~ ~ S ~-1 SEG M~Nrs Ta ~ REAR 30 S, /`~'~~j b~T C26 71.09 50.00 65.25 N38':i0'00"W SIDE 5' ~"~•~..f~ ~ •~.fi
T OF A RICULTURE 1 ~ 2 Na ,bM~l~'IG,6N 627 75.80 50.00 68.75 N45'39'46"E SIDE CORNER 25' ',ra~~~~. ~ ~ W ~7~
` ~1. 1."~ AbtG~ 'ItMU~+.r~L.'~` ~ ~ ~I~ hl 17 MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURE5 RC IN APRON ~i YoE or DN! j1 S ,
TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN ati; ~ EROSION cornRa none REUDVE SEOUErrt ~r s arnn+ c~u I 1 '~ftN>• C30 4y,1 ` 96.00 42.3 9~q`~i(o' n~ . I 103 25.00 20.41 ~ ~ " 4. OWNERiDEVELOPER: ~ ,Drawn by. C3 2 . N7107 55 E EASTERN LOG SALES
CONTACT WITH THE EROSION CONTROL INSPECTOR m;,, 7~c2/I SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT ' ~~~I u~DSTUaero sort 632 55.82 50.00 52.97 579'61'12"W ~ TH P,O. E'.OX 7723
APPROPRIATE STAGES OF CC~JSTRUCTION. a~ mm i 1 ttOl SiONt <u NEY~'AY/ {-u~~i, FkTEF fAaltlC CU55 a EROSIDN COFa ~k. C~F~€ C33 64.77 50.00 60.34 N31'C~3'07"W ROCKY MOUNT H.C. 27804 Approved by. `
e ~~ss ~ z(p (z~P 634 62.70 50.00 58.67 N41 08 57 E . PHONE [phone] TH
Please add the followin statement to the construction se uence; "Provisions for ennanent S Se Cti On T' q C35 55.20 50.00 52.44 571 .8'04' E 5. LINEAR FEET OF ROADWAY PROPOSED ~ _ _
and cover must be accom fished on ex osed slo s within I S workin day r 0 ~ ~ ' ' ~ D P oe a s o 3 calendar ~ Gab 27,55 35.00 26.84 N62'i3'25"W =JACQUELINE DRIVE 1,024.27 L, F. Date: C37 47.12 30.00 42.43 550`13'36"W =HARVEST DRIVE = 2,605.27 L.F. ~ _ _
da s whichever is shorter, within 15 workin da s or b0 calend_ar da s whichever is shorter in ~ mop "yew ~uP-KAI' APRON DIMI±,NSI01` 5D' sensitive watersheds, and in remainin areas within 15 workin da s or 90 calendar da s . -i n =SENECA ROAD = 427,26 L.F. 7 01 20(?~ 1IMLNSIONS C38 47,46 30.00 42.6b 540 J~ 6 E
i whichever is shoder, Disturbed areas left inactive between an hale of din shall be \ / Giq 40.75 35.00 38.49 N6I'I4'II"E =SAVANNAH COURT = 545.03 L.F. Job name:
temoorarv seeded within 15 working days or 30 calendar days whichever is shorter" \ ~ / STRUCTURE N0. V ZONE LEN T C40 59.95 51,00 56.55 561'33'14"W WOMBLEBOU'~2,u14!r:;
\ ~ O G H WIDTH DE ~ / w+asruaeEO sal IIDTH DEPTH COMMENTS 641 159.25 51,00 102.00 N04`40'57"E 6. TOPOGRAPHIC INFORMATION BASED ON FIELD s. A.
~ Z x, 1 1 \ / cuwF~(- ~ 136'+ ~.5q 2 Pa (v ~ x 2 1, C42 47,21 30.00 42.49 S4q•30'41"W LOCATIONS DATUM SCALED FROM USGS ~ ~ 500 6 84 ~ TOPO SHEET REDDAK (X 2 1.5 01.,655 1 RIP 043 27,55 3 . 2 . SI8 3915E Scale:
nTER r~ / RaP 044 25.09 50.00 24.83 N26'~9'45"W SHEET. '
u t I cu~v~r 2 I s~ ~ 1 a I ~ 5 ' c „ 1 =100 {H) S ~ Gl,+'~S film ISM 045 92.81 50.00 80.05 N40 4313E •
WEAK FLOW NOTE FOR HASH COUNTY.. "~'~Y Gc~I,UC-sZ'f`~3 S" ~ t ~ I ?0 5 " i 646 91.78 50.00 79,43 500'30'08"E 7, TAX ID NUMBER 380200743191 5 ( G1.p45 1 I~IY 047 21.03 25.00 20.41 N 7'59'25"E 0
THIS SITE 15 EXEMPT FROM PEAK FLOW ATTENUATION UNDER UDO 12. Slone SeC',t0~'. 3.3.2,B.V. AS FOLLOWS: OVERALL IMPERVIOUS SURFACE 12.6 Ac,/ TOTAL TRACT ra)I,~toriFd ~du ~ d~. 7 ICI ~ t I SOUTHERN TODD SCALED FROM U.S.G.S. TOP
/ ~ 11 I u O ~ i.-.~ , ..r.. r.. •nnrnn iarrninn nn~nc
ACRE 89,47 ACRES < 15X1 14.10 CALCULATED AND UTILIZES THE PERVIOUS PORTONS ' f• w O I 0. ALL C.UKNtK LU I Z~ I U HC,I t~~ nv I CKIV1[ cvrv~, g
OF THE SITE TO MAINTAIN AND CONTROL STORMWATER RUNOFF. -ROCK ~~v~nr~5 i 2 l2 ~ DAM DETAIL 2e+ 15.00 Sheet No. gd I I y 9. A FULL SOIL REPORT AND SITE REPORT WILL
NOT TO SCALE BE PREPARED FOR TNIS SITE. ;2 12
T"7 of

_ , w~,, ~ .u.._ u .~-_.Fl . a u. a u
~ • NOTES: ~ GENERAL
I • IRON STAKE SET `x~„v..~~ WOOD LINE CONTRACTOR IS FULLY RESPONSIBLE FOR CONTAC RATION IS THE BEST FORM OF EROSION CONTROL.. ~ i. STABIL ~ GCN~ITROL ~i FOR CONTACTING APPROPRIATE 'EMpORARY SEEDING IS NECESSARY TO ACHIEVE EROSION ~
EIS o EXISTING IRON STAKE f...,~.-~--r SIFT FFKGE PARTIES AND ASSURING THAT EXISTING UTILITIES PK5 ® PK NAIL SET ~ PROPOSED RIGHT OF WAY + IFICALLY ~ 'ING UTILITIES ARE LOCATED ON LARGE DENUDED AREAS AND ESPECIALLY WHEN S E_ S R 1437 ~ C)) NCE MOWN ON ~
I TIN PK NAIL dFl S>'2~`0~~., •D1 ~ TJ1'4',aw'tC~ PRIOR 70 THE COMMENCEMENT OF CONSTRUCTION EPK®EXS G N~TE• (,E EXISTING RIGHT OF WAY rrlrRlTS OF ONSTRUCTIC>rl. GALL ~ rn d' REQUIRED AS PART OF THE CONSTRUCTION SEQUE 15 )COMMENCEMENT OF WORK FOR 5 LEFT EXPOSED WILL, ;WITHIN ~ ro .
PP ~ POWER POLE DLc /yryrvvwr~ I-800-632-4949, 48 HOURS PRIOR TO C:OMMENCEM I 'r3JIL'T ~~TSt UTILITY LOCATING SERVICES. R/W RIGHT OF WAY TD ~ PROPOSED EDGE OF PAVEMENT T`tR . THE PLAN. ALL DENUDED AREA ~ Q ~ ~ WORKINGDAYS OR 30 CALENDAR DAYS OF ANY PHASE OF rp ~ N
RR5 • RAILROAD SPIKE SET ~Ct~ • S~ FLo~ ~A T~lR/~A~ ~J~ GoNTRAGTOR SHALL VERIFY. LocAT1oN AND S(ZE HI HEV,ER PERIOD IS SHORTER, BE SEEDED AND MULCHED. ~ E ~ ~ ~J AND S(ZE OF ANY DRAINAGE GRADING, W .G W ~ - N
ERR a EX.RAILROAD SPIKE EXISTING EDGE OF PAVEMENT NL5 ~ NAIL SET --(1OM •~p Qr 'F~AItGGL• ~ STRUCTURES PRIOR TO THE GoMMENGEMErtT OF C ~GEMENT OF CONSTRUCTION. 2. 517E AREA.. 9.!}1 ACRES ~ Z o D A EA: 3 • ACRES ~ Z DISTURBE I ~
OHE OVERHEAD ELECTRIC BUILDING SETBACK LINE 51 T~ 4 Q ~ ~ ~ ~ '
CP ~ COMPUTED POINT '~1-- ~ ~ ~ 3. ANY LAND-DISTURBING ACTIVITY > 5 ACRES REQUIRES COMPLIANCE WITH ALL I
MOH, a GRID MONUMENT C~ - - - DRAINAGE FEATURE CONDITIONS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER UNDER THE AI-I ~ NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PEI2MI g~UL N
CMP CORRUGATED METAL PIPE ® PHONE PEDISTAL \ ` - ~ ~ ~X~ ~ _ . _ SOIL DELINEATION LINE ' ANY I NON i ~ T NO.NCG010000). N PERM T COMPt ANCE IS A VIOLATION OF THE CLEAN WATER ACT AND n1 ~
MAY REQUIRE ENFORCEMENT ACTION BY THE NORTH CAROLINA DEPARTMENT W ~ ~ ~ OF ENVIR011ENT, HEALTH, AND NATURAL RESOURCES.
E (C. \ ~i~+1~5 7~ N - ; ~ SToNE Tt~ N
~ ~ ~~'V ' BN N XISTING ~ ~ _ ~ ~ O N
IRO ~ ~ ~~71~~( 'te'a"--- _ BEL ~ U w HEULAH ROAD S.R. 1432 ~ ~
PIPE E ~ i - ,i7 P_ r i ~ ~ Pp ` 6G FOUND ~ , ~ - ~ - 1 E- ~ I ~ -r Z , 60 PUBLIC R/W) ~ ~II u I3 I
CONTROL Z ~ ~ - - _ _ _ ~I ~ _
CORNER i ' ~ ~ P• ~ 38' I ' ~ • - _ - - ~ ~ ti I 4 120 - - - ~ ~ ~ _ I - - ~ - - -,.:.t-_ , y _ - - - - - ' ~ Z f ~ .T ~q? EXISTING
I - I `T - ~ ~ `q Q A 125 ~l I ~ - ~ 48,058 v ~ ~ ~ ~ V ' - _ R/W ?a a~ tO ~,a "-RCP _ / ~ ~ I
- , ~ -1- _ _ - I VY ~ - ' a
TP 1111 ~ ~ ~ - , - f'P . ..125! ~ - - - -
~~T~- I e1. 1 ~ I ~ r- e ~ li ~ ~ 4 MPA ~ v ~ - i i i I , I ~ ~ ' i i . r__ _ I I T....._.- 25 _ q _ I I ~ I. ~ ~ N ~ . _ 5 RW O r d3..
' ! ~ W~I'~ - ~,j X ~ ~ 69,184 I I 3,9 / i ~ 4 \ i ~ i ~ i i - _ ~ / p ~ - ~ 1 -
b4: 3a ~ 2D ~ . q ~ ~ . , ~ 3 I I ~ . b I I q~' I q A i I ' ' 55 611 i .,1,179 I- i~ y i i i i i i it r-- I I~ i 36
2 ~ I ~ ~ I LOT © ~ i I _~f0° , _ I I I ft~, i ~'I ~ ~ i p-i ~ ~ O , 8 i , i 'i + + + ~ W EXISTING ~ i ~ + i 9 + i Op`i u
2 .,III 38,4+3~sq, ft. I l 137 '9iQ i N' v I i ~ I , i I + I I ' + 0 ~ , i _ -"r + i ~ ~ I ~ ~ 15 RCP , 3 , 58 i - 3~ 14i , 11~ ~ ~ ~ ~ ~ ~ ~ I I s ft. ~ ~i ~ i 31 162 i ~ - + + I + ~ i ~ I I r coyKi9nt©, coos
~64Q y 0.88 Ar~P~ ~t ~ ~ I ~ I I i I I i ~ ~ I A 1\ . ~ I I OT I4 ' ~ 'Ei'i zAP ~ ~ ~ I ~ I . I a i V1 ft. , Vi ' t i tl-i 31,179 + - 31 175 ' i ~ 13 / 'i I ~ AiiwR~~aRSeaMa~sR c oduet~on or ax 71 + ~ 7 (~B sq+ f ~ i v+ sq, ft. +i ~ ~ I 12 i _ , i ~ I e
~ L I~ I O,~ ~ ~A~~~` '9~ y I\ I -IP ~ I I I V ~ P B. 17 PG. 274 - S~Dt "~N3' ~ ~ ' , } , , ~ ~ , .N ' # 80 00544133 • - . J G y. SO i.. r' ~ , , ~ ~ + np ft. ~ '23 ~ ~ of the content of this document, a , + i i Q'~I-~' i + 71 i (V~ , i 0'+ 35~ ~ I eaem«,e or adetione to mie a~~~ment, , + ~ ~ ~ ~ A + ~ 4 ~LA~. + 31 175 sq, ft. , I I
6 ~ I I I i I J PIN 3 2 ~~N~ i 5~ ~ ~ ~ , m' ~i , I , I I I ~ I I + 1 I I I ' ~ Ni ~ I~ In while or h port, withal written con- i , ~ i ~ ~ sq, ft, i i P.81 Ac• i PROHIBITED.LTEK ASSOGATES, P,A, ie
n ZONE A-I \ 4~ I ~ , q~ ~ ~ , ~ ~ ~ PNA5~1~ ; ~ ~ ~ + +
1 r ~ , , ~ ~ L ~ ~ ~~i ?~~7~ F~t1 ~ ) iv , I 125 , ~ , ~ + ~ ~ + ~ ~ ' ~ ~ ~I II ~ i
~D5 (O1~ CD~ ~ o ~ • ~ . ~ ~ \ ~ ~ r ~ 125 ~ ~ I LOT © ~ ~ ~ tT. ` X20 ~ ~ ~ ' 5i i_ i i , i i I ~I .125 61' 64, ~ ~ ~ I 9 I
tQES ~ Tip ;a~fCT u+ I t t. ~ o- o-- v ~ ~5~ I 34,09 5a f . ~ s~IMfN~a ` ~ - ~r ~ \ \ 51 ~ ~ I , I
, 0.78 Acres 'a~ I ~sl~t ~ ~ ~ ~ ` ~ - - ~ 15ty ~ T~~-/ t Pty n~~z ~ - '\~7q I ~ i ~ 36' it ~ II II l f'----------1 f- ~ ~ ~ Q
I , E - ~ ~ , I I ~ l f---------- 1 I
~J f?~ 1 _ ya ~ + , II II Irv i I , i i i i ~ ~ - - - 1 I i I- ~ r < - - l r----- - I ~ i ~ , + + i ~ i i i ---i ~ I . w ;
Y~ ~ f. i _ 37, 551 ' w, _ ~ - ~ ~ i ~ ~ ~ I I _a ~ • ~ / ~ , ~ ~ ~ I Sao-_ ~ ~ ~ aq, ft. \ I s , ~ I i , + i I + + i ~ ~ i I I >n fa
- _ ~ ' ; , ~ \ 4 s. ~ ~ ~ _ I ~ ~ ~ v ~4 735 ' I o I ~ ~ S, I I S5 II I i i i i , i , , ~ ' I ~ ~
\ ~ ~ I , I \ 1 ~ _ , + , , 4- ~ Q ® + ~ ~ • \ i~ I 46 ' ~ q i i 18 _ + ~ ~ i , i i I l U' by
~ 31 000 ft ~ P4~A5E III ~ ~ ~ ~ • ~ I ~ ` r ~ ~ 938 ~ ~ ~ ~ ~ ~ ~ ~ ~ II a I I I ~ Ie ~ i~ ' ft. + i 8 q81 i 38,881 + , 17 + + 16 ~ i ~ i ~ i I ~ ~ ~ •~.1
P LOT r3 _ 1 I D 1N AREA , ~ ~ ~ , ~ ~
L 321 ~ v II - PIN # 7 PG. 274 I ~ 'G 3~ ~42004 i --------I-- , , \ I 33 29 : sq;ft. ~ ~ ~ ' ~I , ~ ia`- I ~i / ~ i ~ ~ ~q Ac. ~ ~i 38, q81 i _ i 38, q81 ~ i ~ i 14 ' N I ~ , z m _ ~ ~ ~ I - , m 0.8q Ac, ~ ~ , t 38 948 , Q ~ , w
ZO ?2r7 ~ ~ ~ 3 NE q-I 9 ~ d.7b afire ~ - ~ ~ I ~ P . , PFs~ ~ , \ ~ ' , ~ + i i i m, ~i ~ sq, ft. ~ tni q 342 i - ~ ~ ~ ~l ~ ~ ~ , ~ 0,8q Ac. ~ m, o.ag Ac. + n ~ ' ~ ~ i z z ~ ~ I~ V ~ , . Llp , i ~ ~ i , i i + ~ i ~ 3C{, ft, 0. - Q
{ _ , ~ , 0 I LOT SEWE ~ , ' ~ r' I~ I ~ , ~ I / v ~ ~ v ~ I ~ w~ ""1 ~ : .I, + ~ ~ i i ~ , I i i I i , i O.qO Ac. i ~ Ifs ~ I V i i ry , i + + i + I i + I i I e m
, , t. AS T , - _ 2 9 I ~ o ~ Ir - _ - _ I I - - , t + i i + I i ~ t ~ II' i + N i ~NQS~ I'~i.. i.-200'1 i i i - , ~ I 'I h 1C~
i i I ~ - I i~30,9~1• ft. II 9 I ~ ~ W 6 ~8? , - ~ ~i _ ~ ~ I A. + i 0 , + i i I~ ~FIP ~ ~ 0 ~ ~ i + ~ I + i ~ ~ + ~ I i I i i + , ~ I I ~ S~f ~ 2(r `~J
LO , ~ ~ I < P, T 12 , ~I 71 I _ + + r~s d~~ + 1 b.~, ~ r o + i ~ I d _ , ~ I ~ ~ .s p , - - ~ ~s~d I ~ ~ ~~p`?h 2
P 17 P ~ O. Act . ~ I ~ ~ 4 8p? 2 I I _ ~ RAIN AREA ~ I ' _ ~ I ~ ` i i ' I ~ 1 ~
NB 4059 4q ' C1~ ZO ?6 , . L i I 247. ft. S,~ i ~ ~ q_r , _ - i rn . i~ I , ~ 22, ~ . y ~ ~ I _ _ Ilt ~ 0 1 ~ 7 ~ ~ ~ t~ 5~ I r..v...~. a. -120 ~ b (TC>,~ ~ ~ i ~
N ' ~ A 1 acres ~ ~ . ~9 • • 0.5 ~ a . ~ . ~r ~ .120 20' ~ / ~ ~
- _ - I _ ~ _ N - 30 100 - - - •C r^ r ~ (7 , , 243 I ~a . , \ , C/
` - ~ ~ J! I N r _ 2 _ I P 1 _ I G A 1 c. N o IN AREA ~ ~ ~ ;'-1 9 A' ~vrVL1 „y ~ I
LOT ~ 9 rn ~ ti \ O.bq c• ~ ~ D ~ • q ~ 1 / ~ , ) i`~ • ~srlukTlorJ I ~ ` ~ v 02 • 120 , I
I~ _ - b. awes d I ' . ~ / t</I ~ _ ^I I . Fj 120 i - , , ~ ~ ~N~NG~ _ ~ ~ ~•A~ s ,
SEEDBED PREPARATION NOTES m J g, - - --E • ~ ` - io i ~ r - - I~ ~ Z iJ 2 • ;
A LED ' _ I - 130' 135' 55 / ~ ; S ~h / = I, SURFACE WATER CONTROL MEASURES TO BE IN57 L L__ 0 b _ _ I i , ~ , - Y~Sf I i ~ ~ I I ~~f ~ r ~ ' ~ r
ACCORDING TO PLAN• , _ _ r--~--_..,--\ r------- - ~ l r• T S REr , .,SI~N\ I_ ~ r 1 , , ~ ~ AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD - ~ 20 SEWER I II \ , , ® ~ 1 I~ I ~ + ~ I I I I + + + I :1
M r ~ T. 1 1 ~ •J 1 I 1 ~ WITH AVAILABLE TOPSOIL 3 DEEP, rt _ ~ , ~ . ~ . h , I~ ~
HER OBSTRUCTIONS SHALL ~ - i I I 1' i ~ 1' 1 I ~ ~ ~ 3. L005E ROCKS ROOTS AND OT 7d , n v a a I r Y , , ~ > ~ 1 LOT ~ n. ® 2 I ,,I, .95 ~ ~ , - d SO THAT THEY WILL 1 ~ ~ ; , ~ ~ I ~ ~ . , BE REMOVED FROM THE SURFACE ~ , s ft. qqq ~ ~ ~ ~ sq, ft, i9 , ~~~1, ' 1 ~I , : \ , ' , , .i r : . ~ 1 'I \i I -i'04~ vt t,.7.1 ti~ ~ r 1 I ~ ~ ~ i` \ ~ i Iq6 ~ ~ ~ 'I ayw;1,, .J i I ~ ~t5O1 ,ry
NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE , , W , 30, ~ , _ , ~ , , ,'"j ; ~ : : + ~ , ~ ~ ~ 1.S ~
INAL SEEDBED ~ • 0.71 Acly~ ~ sq, ft. , , I I 1 II Q ~ , , CAF VEGETATION. SURFACE FOR F i •r ry , ~ ~ , , 76, 20 RADES SHOWN SHALL BE - ~ ' 1 ~ - I ~ I I PREPARATION AT FINISHED G , , ~ ~ . ~U t, m~ 26q ~ ~ 4 469 ~ bT~ + _ , ' I, 876 ~ _ ~ 41 080 + + : +
, ~ . 31,000 t 0 , sq, t, REASONABLY SMOOTH AND U ~ • . ~ - ft. , ~ 1.75 Ac. i sq, ft. ~ ft\ • t:' ft. , ~ , sq, Ft. i a-i 5 Ft. ' ~ I ~ ~.r
ILIZE AND LIME TO L_----~-"- ~ ' ` I ` / ` A N FERT R . ~ I ~ I 748 ' 1 ~ 4, IF NO SOIL TEST IS T KE 0" , I ~ ~ , 4 ~ ~ ~ , vE. _ _ , ~ , BE ACCORDING TO SEEDING SPECIFICATIONS ABO , , 2 r , ttt ~ i I~ I ~ A , ~4. , + + ~i O.q4 Ac. i mi ~2.~G. , 39,071 i ' 7 ~ ' I •I~ ~ ~ y ~ I I I I I I I ~ ~ v
I E 15 LBS./ 1000 S.F. OF SUPER ~ , , _ - h ~ 1 Z Q , ' ~ s IN ADDITION, PROV D r- _ ` , ~ ~ 6 i + + 1 + i i i + i ~ sq, ft. i ~ ~ I
PHOSPHATE. I ~ I ~ ~ ' . 1 b - ~ I i ~ i~ v ~vI ~ eel7 ~ ~ I ~ ~ ~u
IF A SOIL TEST IS TAKEN PROVIDE FERTILIZER AND , ~ , ~ 1 ,Q a 5. + , LOT (e I 9 t -_I~ 83 ~ ~ ~1 1 , , LIME ACCORDING TO SOIL TEST REPORT. , 7 ~ - 1 1 134' \ ~ 1 _ _ 1 ,'b P AcJE I I I I I ~ ~ I l ~ ~ l~~ ( I V 1 + I I + I I I~ ~ ~ A5F ~ , ~ ~ , ~ ~ + 3 ~ ~ ~ ~II~
I SHALL BE APPLIED UNIFORMLY 30,99 f • ~ . + - _ ~ _ _ b. FERTILIZER AND LME A qq _ fi - I II II ~ r~• ~ , A I + tij 1 I I I + I I
- SOIL DURING SEEDBED PREPARATION. , - - ~ ; I ~ ~ ~ AND MIXED WITH THE MAY BE ; ~ ~ ~ • E~1 'VGA R~~---~ ' ' G 7. ADDITIONAL EROSION CONTROL MEASURES /W , • , ~ { , ~ ~ + + ~ I ~ I I A I ~ I I ~ I I I I , ~ + I I I I I 1 I I + I I ~ E + , I I I ~ + ~ ~ + I I I I~ I I~ I
4 _ - B I R.. , REQUIRED DEPENDING ON FIELD CONDITIONS. , 50-P~ • , , ~ I + i + + , I i + ~ 148n
I D DOWN ~ - , r , ! 8. MULCH TO BE TACKED OR MECHANICALLY T E , .k • 134 i'1C1 ~ ~ 1 ~ WITHIN TWO DAYS AFTER MULCH IS SPREAD. __~~~-==-=1._ , y 1~ pp I AK ~ L ~ 4-
- I , - . ~ ~ ~ P~ a 1110'X70 ~ ~ ~ \ \ , ~ ~ I ~ i ' 132' z ~ ~ 1 + ~ I 12G 136 30 z z
~ ~ 1. i`i' ~ J BUGGY 1~' , , r- , I~ ~ ~ 1 AX 17'1 " T OAL 41 ~ . ERR 1 BUGGY 8 O W I N ~ ~ - _ RO AXLE U i ~ i I PIPE\. N
~ , ~ I ~S~(o~ ~ ~ F D > THY S• WINGO - , , I ® ~ 1 ij ~ \ ~ ~ 171 I i FOU D ~ u~ ~ ~ tP y 1 ~ < I FOUNIQ ~ u1
FRANK L. d DOR , 20' SEWER ~ ~ ' ' # 00533279 ~ I , ~ ~ ~ I ' I I I 0 aq, Ft. II ~ l ~ ~ ~ PIN 3802 , , , ~ , >
I ESt"IT, I ~ ~ , , I , D.B. 1285 PG. 660 ~ , , ~ ~ ~ ~ , ~ ~ ~ , ~;a ~ ~ I BOBBY G. MOORE ~ z N z cl> ~ R i I ~ ~ 0 S PA I IE G, JOYNE L ~ ~ ~I SIN # 380200729829 ~ ~z z F- .
-I ~ i~ LOT 66 I ' 1 'i Ii ~ ,i I li 41 ii I ~ I l ZONE A \ I I~ ~ , b1;988 sq, ft. I ~ i iI i~ 11 ~ Ii TAR/ II N _ .-..``~>O PIN 380200721484 m ~ ~ LOT I w z e~ BY WILL' I-7 -3 U TABLE 01 h 1 w u ~ Y',B, 27 PG. 284 N z ' ? ' z N h
' 7-380- sq; ft~' 39, 992 sq, ft. Flo , `a' `~2 ~ ' ~ , P BUFFER ~ , -i ~ I - , i ~ 9 ~-O:g2""Acrea I 1 ZONE I A-i CURVE LENGTH RADIUS CHORD . , TEARING I i - E N ~ ~ ~ , w h
, i Q,85 Acres AA \J' ~C\~~` 1 ~ I I ' I GI 43,42 30.00 3q.73 N;'8'54'42'W ~ 3 y ~ ~ ~ r a 4 .a ~ ~ M ~ Z ~t
, I 1 1 I I 1 , I I I.:. C2 4L34 30,00 38.14. u z U z u ~ - C3 45.75 30.00 41,45 N51'34'3 'E D~ 0 0 0 a
I ~F i 1 , 4 ~ ' ~ I I I ! ~ Ne a~N km 4 '1E Nen~N kInEA.~C N G2EtN 15015 7 ~oDa.QY Zbr:Ml-PBaM. I " Q~ iri pz p~ p~ rMtl i wt G~ Gq 51,05 285.00 50.88 g72'Sq 18 E 0 p] c w - w - w - ~
I I i li li I II ii ,~~G~ ~ iE til o R Y f ~ ` c., I " a~ SDIL REPORT ATTATGHED WITH PLAN p ~z~_ z u t, ~ tiI o R Y N Amt CAlJ 6>? a: E~! sC '7 ~S~ tlM. GI O 53.08 285.00 53.00 i I7 a N W I TH 'N - z z u1 z u ~ ~ " w_ SOIL TYPES NUMBERED AS SHOW _ >->a }cc
4_-, I I I D _ _ . i ~ CI I 31,55 35,00 30.49 .,312155E ~ # IN THE BEST AND # 4 LEAST w ~ w .1 w J
- - _ ; r%~~; CTION SEQUENCE - 2a I ~S_•~~ __-1-~- - I F \ I CI2 7L8I 50.00 65.7q N46'4I~I6'W I BE G M as a~ as A F• eeboord ~o ~ ~ N DESIRABLE FOR SEPTIC SYSTE S. ~ (5,. ~ Ci3 65.26 50.00 60.72 5,~4 46 4q W
, DIN PERMIT FROM THE NGDENR, - ~ ~ ~ I. OBTAIN GRA G d ' _ ~ •>t- w
LAND QUALITY SECTION. - % p C14 100.64 50.00 84.4q 5.40'16'25"E ~ M Cis Iq,01 25.00 18.56 N'T6'Oq'14'W GENERAL NOTES;
ON CONFERENCE ON-SITE WITH THE ~ ~ ~ 2. SET UP PRE-CONSTRUCTI TELEPHONE [phone]) \ / ER0510N CONTROL INSPECTOR ( 170 1 CI6 120.68 395. I .03 ;.':64'41'21'E N M R OF PROPOSED LOTS ¦ 74
TO DISCUSS EROSION CONTROL MEASURES. ~ 1 / ~ ~ I 1 r) ~ ~ ~ I, TOTAL U BE ~ Clq 61,23 300.00 6.2 9, 804 4b W ¦ ~ e ca» SPECIAL PURPOSE LOTS 4
NCE SILT DIVERSION 3. INSTALL STONE CONSTRUCTION ENTRA , ARY 3.~ ' ba' DITCHES AND SEDIMENT BASINS, CLEAR ONLY AS NECESS ~ - ~ rE p.OGY~ ~ TI ~CtE 1 350.00 22.02 S '0T23'W ¦ " ®a ~ G20 22.03 2 PROPOSED BUILDING LOTS 7 ~ C21 4q,40 350.00 49.36 5061635 W 2, CURRENT ZONING A-I ~ , i=~~ „fr
6x~ TO CONSTRUCT THESE MEASURES, It' Std IS ~ INtG"~ ~0 FFFF.~ I D C22 47.12 30.00 42.43 S~2'46' 'E !.`~h; ~ rl t ~ w'~
-571- 700 FOR AN ON SITE INSPECTION BY EROSION "t1~E£5 ~ 4. CALL 919 4 BEGIN CLEARING AND _ _.1 ~EP~ gbStta • ~ . OVED Fl'. ~ ly rY~ ~ LINE W~~ G23 47,12 30.00 42.43 S4T1 ' 'W 2. MINIMUM LOT SIZE .30,000 SQ. . b~~~ ?J , " SETBACKS: 5f
CONTROL INSPECTOR, WHEN APPR ~ •(~IZ rJITU•I : ~ ~N~ GRUBBING OF THE SITE. ~ (,~UEC. ' ldi C24 21,03 25.00 20.41 N ~8 Op 17 , ~ 150 f , ~ FRONT 50 s' f^,~ e.
5 MAINTAIN EROSION CONTROL DEVICES AS NEEDED. ~ l~D r~tS , b~[~ 5,0• 704 ~>r~ N f 4q 50 50.00 47.50 a 1 419 W + , , r~ • ~b~[1.1 G25 REAR 30
I I E THE 51TE AS AREAS ARE BROUGHT TO FINAL GRADE. N; 'X 3 5P~ 6. STAB L Z !s~ ~1CD ~0 DK~ l ZS o I CONTROL MEASURES SHALL BE CONSTRUCTED IN t A6• W,nuuu) f~0~ 111.5 v t n~ 7, ALL EROS ON ;~(~{./I~N1"5 ~ C26 71,Oq 50,00 65.25 N38 00'W SIDE 15' P~;~, • ,bM~IG~N C27 75.00 50.00 69.75 N•45 46 SIDE CORNER 25
ACCORDANCE WITH THE NG EROSION, AND SEDIMENT CONTROL ~ ~ 2 ~ ~ T L II~~'~ ~ DEPT:. ~F AGRICULTURE, ~r - `q ~ F W N01~ f 3. ALL CONSTRUCTION TO BE IN ACCORDANCE L il~~'D 4 .IO . , . • ~yp COUNTY f~~B91Y151~
CTOR SHALL DILIGENTLY AND CONTINUOUSLY ~ ~ ' INT3T~rvl. C30 4.12 '30. 3
8, THE CONTRA ~ 1~ ~-5ib~ MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES ~IOCN ArrtoN AIOT~ ~ SD ONE p RE61W[ SErMAEM AT 7' IXPTIi ~ ISS ~ EP.psorr 'J/~M $~~t0. 4. OWNER/DEVELOPER: Drawn by. f~c0. C31 21.03 25.00 20.41.. ~?I' 'E EASTERN LOG SALES TH
TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN ck ~ , T~/I C32 55.82 50.00 52.97 C17q'01'I 'W p,p, BOX 7723
CONTACT WITH THE EROSION CONTROL IN5PECTOR "'"I ~ 50 THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT ~~~,~,.~I ulroeTUaaE° C33 64.77 50.00 60.34 N31 '07'W ROCKY MOUNT, N.C. 27804 Approved by.
91- 0' mm. ~ CuISS B EROSION CCMAOL STONE K fiFE~<u ~~S APPROPRIATE STAGES OF CONSTRUCTION. NEIWAY F1lTEH rAanlc . 1~ C34 62.70 50.00 58.67 ~I41' '5TE PHONE [phone] TH
C35 55.20 50,00 52.44 :i71'I ' ' 5. LINEAR FEET OF ROADWAY PROPOSED C36 27.55 35.00 2b.84 N6 I ' "W ¦ JACL?UELINE DRIVE ¦ 1,024.27 L.F. Date:
• rocs Section t~T , Please add the following statement to the construction sequence. Provisions forpermanent ~ ~ : , ,u C37 47.12 30.00 42.43 S50'I ' 'W ¦ HARVEST DRIVE ¦ 2,605.27 L.F. 7-O1-2005
ground cove? must be accomplished on exposed doves within 15 working days or 30 calendar_ _ ''0~` m°'' 1~.]P-KAI' APRON DI ~ NSI max. weir lenolh DI ~ 47 46 30.00 42.66 C40' ' ' ¦SENECA ROAD ¦ 427,26 L.F. MLNSIONS c38
days, whichever is shorter: within 1 S working davs or 60 calendar days, whichever is shorter, in oo' sensitive watersheds: and in remaining. areas within l5 working davs or 90 calendaz davs,. i 49 •I 'll' -SAVANNAH COURT ¦ 545.03 L.F. Job name: C3q 40.75 35.00 38. N61 4
whichever is shorter. Disturbed areas left inactive between an base of din shall be ~ / C40 59.95 51.00 56.55 561 '14'W WOMBLEBOUN2.DWG
\ STRUCTURE N0. Va ZONE LENGTH WIDTH I temporazv seeded within 15 working days or 30 calendar davs, whichever is shorter," ~ \ fuN°Isrunero Sall I 15q,25 51,00 102.00 t~04' ' 7" 6, TOPOGRAPHIC INFORMATION BASED ON FIELD WIDTH DEPTH COMMENTS ~ LOCATIONS DATUM SCALED FROM USGS C42 47.21 30.00 42.49 S4 '41'W T PO SHEET REDOAK
\ / 2X t I \ / GUt,V&1~(~I 36'4 ~.5q Z ~ ~O t X ~ I ~ b 84 'I ' 0 Scale: ~p { X l r~ GLp55 1 RIP Rbp C43 27.55 35.00 2 .,SIB ~ rr , •
\ FIITEA FABfnC" / C44 25.09 50.00 24.83 N26'49'45 SHEET. 1 =100 (H)
\ d I 1 cut.v~ z ts~ 4•~? 1 a 5 ~ ~ ~ Gt~S ~ ~I7 ~ C45 92,81 50.00 80.05 i i40'4 'I 'E V S : ~ 7 TAX ID NUMBER 380200743191
~ 1 C46 91,78 50.00 79.43 E 5 ( GLar,S 1 SIP ~ C47 21,03 25.00 20.41 r. SOUTHERN TOPO SCALED FROM U.S.G.S, TOPO
A N NE,wAr C.Jt-VC-RT#3 ISM ,'i ~v ~ ~O t S PEAK FLOW NOTE F _
ru,a alrc 15 ~u~MPr FRnM FFAK FLOW ATTENUATION UNDER UDO 12. Stone S°Ctio;~ y _ _ .nl ~ Int I I . I 1I ~ u u 8. ALL CORNER LOTS TO ACCESS INTERIOR ROADS. ~ ,
3.3.2.B.V y AS FOLLOW5: OVERALL IMPERVIOUS SURFACE 12.6 Ac./ TOTAL TRACT GU W(LT-W4 Z4" `7,9'G h I G Sheet No.
ACRE 801.47 ACRES < 15%, 14.10 CALCULATED AND UTILIZES THE PERVIOU5 PORTIONS q. A FULL SOIL REPORT AND SITE REPORT WILL BE PREPARED FOR TAIS SITE.
0 MAINTAIN AND CONTROL STORMWATER RUNOFF. Gt1?.~FS S.So Z IZ~ (p~ OF THE SITE T ROCK DAM DETAIL ~ i 2 of
NOT 10 SCALE

CIF ~ a, ; . tt7
IS5 • IRON STAKE SET 1~~-I~ Q~ I o w.~.~ WOOD LINE PLEASE SEE SHEET I ~0(! l~ E S EXISTING IRON STAKE ~ ? O (1ST ~ " _ ~
PKS A PK NAIL 5ET _ / ~ ' PROPOSED RIGHT OF WAY i _ , _ DI'fGN - E -f ~ 5 ~
EPK A EXISTING PK NAIL DI' PP ~Q,~ POWER POLE EXISTING RIGHT OF WAY I I _ - LU a. ~ cZ t IJ I s ~~.s ;t 1 r C ~
R/W RIGHT OF WAY ~•lp - a~ - y . - ~ ~ C ~ ao . 1 `I 2 3l. R 1 37 ~ ~ • S,R. ~ ~
RR5 • RAILROAD SPIKE SET PROPOSED EDGE OF PAVEMENT r_______ _ _ . - o I ,la 1~' I ERR EX.RAILROAD SPIKE I I ~ = I 28 1 I , I i ' R P C'LA~ IJ~ cn ~ 8 ~ r~ 2 , Z. ~ g ~ ~ cta
EXISTING EDGE OF PAVEMENT • I ,~14-~ f 56 NLS ~ NAIL SET I I V 1 p 4 1 s Iv m ~
ONE OVERHEAD ELECTRIC II . s ` ~ _ ~ C--~---- _,y ' ~ ~ ~P e~q5 ~ ~ N $ ti I _ 1 - W ~ tt7
GP COMPUTED POINT BUILDING SETBACK LINE 1 _ - ~ ; 'I ' JI I I I I i I ~I MOH, a GRID MONUMENT ' ~ ~ ~ I A' ~ I I li IN'' n I , j2Lt' ~ CI.WJ z p N I ~ Z~ ~ ~ ~ SPECIAL PURP T I - S T ~ Q~
~ I i 1 i~• I I I 5 / PHASE I - DRAINAGE FEATURE ' I ~I II , , ~ ' iF0J2 GMP CORRUGATED METAL PIPE - - II - - - fi ~ II I ?N~ II z I I I 'RcP ~C~S 4 ~ I F0J2 USE AS STORM ~ '2~' >
>=0T 65 , ~ I ~ I PED ®PHO P I A I f I I ' / I NE EDST L SOIL DELINEATION LINE 61,276 sq, t. I , ? I~ I I 1K ; / ' CO SE TI ° ~ - ~ ~ ~ -
I I ~ G ~ I I I I I' ~ / , I IN I I ~ 'D i9 I . ~ I A~ ~
1 I ~ ~ ' II OT 45 ~ OT I i I ~ I II I 30 I 1 ;N ~ II ~ II W I I I . , 30, 0 3 sq, ft. I ft, ~ I ~
I ~~i/~ ~ i 19 I I- II I I ~ , _ ~ Oac411~1~ _ _ _ _ oa I I ~ 5~ _ rn 00
1 I ~ I I 44 I I 1 I L I ~ ~ i ~ SP REAQ EIZ ~ W~
~ ~ ~ II ~f I 1 ~~8~ I I ~ I I 'I ~ . 1 I I •A:- ~I II I ~ I I I U7 ~~UE~ - W N 1 I ~ ~ ~
I ~ ~ I p , LO Fo13- gr,,. ~ . ~ _ U
PipeOutlettoFlalArea- , I I I D I - I ' I II \ I NoWell defined Channe ~ rr~~~~ _1rF~'----'~ I q~ I I ~ Z 1 \ ' ~ S
~ I I I I i l2^-'___ ~ r I - I -4--'_ I - 6---~ _ ~ ~ ' W NTS rn ~
I I , ado A _ A I I ~ ~ ~ ~ ~ \ I' ° ~ c ~ i c~ EEK I PROPERTY LINE p~ W ~ , • i REEK H S BEEN FIELD LOCATED. ~ Z
r I I A ~ ) ~ dp I - ~ ~ I 1 ~ ,zp_~~_-~ ~ O
~ I I I ? ~ _ I ' --4.168HS iz0 V1 _~l L- _ ~ ~ SL" llII17I,N I' BASIN DINILNSIONS ~ Q
1 t Plan ~ ~ LOT 64 I I - - - ,I ; ~ ~ ,mss o f 1 S I Gl~l c es ~ c~ - - ~ I Vu0~n3L FA Sup V z
~ I I s- ro ~ ~ I 60,139 sq, Ft. i U~- I I 81 C36. AM' " 8' I I ~ t~l ~
1 ~ I 1.37 Acres ; ~ I I i I I tf C9rr / ; ~ UFF R~ I ~ ~ ~ 1 ~ ~ BASIN SPILLWAY REQ U FLOW STORAGE DIMENSIONS (ft)
`ii • ~Irl I ~ II I ~ a-rt."T. t ~AcTS IRON ~ I i p l ' _ihiu'a ~•~I~i ~5 ' ~ 3 li NO. ~ (L X H) VOLUME cfs ~ II f ) _ _ ~ 1 1. , o
PIPE ul I ' >E--- 3 I I - ~ ~IS(0~ ~Fllter FOUND I I (e1 SeotionAA blanket Notes ~ I I A I I I- I I -J~ ~ , 5~ (c(J TOP BOTTOM DEPTH
r?~ 1. La is the length of the rlprap ~ ~ II I W I . Ip I I ~ i i I ~ ' III " - r LOT 48 1, r - - Op : K~0 ~ , I I ~.Q58 ~xy t. If 1 ~ r,~ r r r . . ~ I ht eeea ~d+3 1 ~ Iti~A,.,~~~~, I ; ~ ror~ z ~ 2 xo•5 12,Ob .off- 30 ~ 20 22 ><<z Z ~~9 P
i'. •'t ap ~ I D I ~r I I R' I I ~ I I ~ PlpeOutlettoWell•defined p, d=1.5 times the maximum I I 1 ~ ih~l ~ (R , gHl1EK ASSOGATES, .b 4• I ^ T AI I R , ~ wh, ; a y ~ ~ r , ~ r I R 9hts Reserved. eprod~~ictlon a uee
Channel " ~ I ~ I ~ I I I I stone dlamet~t but not less - II ~ I I I I than 6". -I ~ I ~ I I I I~ ~/1 o} the conbnt of this document, a I - ~ I I M1~~~. ~ ~ ~ 0 1 s ~ ~ ~ ~ addltlona or deletions to this dxummt,
~B( _ ~ ljt I I~ , i I I [ ~~I: 3. Inawell•definedchennelex O 1 II ~ ~ I I ~ II i $IIJ lij~ 1 r I i I I In while a In part, without Mritten con- I t • ' I W ~ ~ I r ~ I r I sent of CIhL1EN ASSOCUTES, P.A., Is t'' ~I 3 5 00
tend the apron up the Channel ~ I I t I I I I { ~ I banks to an elevation of 6' __~1_6_____ I N . ~ ! ' rn Z 0 ~ ~ . (3 ~ c~(~ 5~ w Z(, ,Z .5 veoHlelho. ~ ~ ~1 1 , ..IMPACT # 2 ~
A t" ~ r--- - 1 A I I~ I ~ I ~ IW I ~j A abovethemaximumtailwater I I I ,~y I )T 5 10 I ~i de ih or to the top of the bank, ~ ~ II I _ I OT 53 I~ I LOT 52ip + L Q I - I p ~ .o E whichever is less. J ~ II ~ '~2 600 I 3t2, )T 5 to I , . , ' PUNTED HARDW D BUFFER 30 IN WIDTH ? r I r Q , - LOT 4 ~ , , , ~ x O.S ~ 246 .o0 3.12 S x p?S S I x 21 t e 5
~ 0 2 I ¢ 962 ft." ~ sqF, it sa'.ft ; 41 ga ft 1 1 I ~ , , ~ AD EDT EXISI~ING STREAM 4 ,2 3 gq, ft. , , , - TN T IS URRNE LY NON-BUFFERED, ~ r ~ r r , r I ~ 1 s ~,5 x I .OV
I I i 4. A filter blanket or lilterfabric ~ ~ I I I I 10.74 Acre9 ~ ~ I should be Installed between D~ I I A' I I I I I I I ~ z~~ ><so Sz xaz 3.a
iheriprapandsoilfoundation. ~ N I ~,11t1S N 70 I ~ I I I I I I Plan ~ I ~ ? I I I I I I 1 ~ II ~i I ~ 1 I II I { ~ ~ 1 "I I I ~Q 1 I1R~ ~I 1 ~ ~0~~ ~ r " r ~ 1 Q30 R.3 5 eo 4 X~ 12 xQ3 Z 1 . .
~M I I , I I I II A"e""~ I i II I I I I I I I ' ~ ~ , I PA TIE G, JOYNE ~ r , r
N , I I ~ II I~ II ~ I I 1 I i' ' I PIN # 3802007214q 3 X 2 ~{pG,00 ZZ .x pX 3Z e0 , , ~ 0 ~D 72 Z
I I I • I I ~ I j I I I I Lor 63 - 1 _1_~ Z BY WILL -7 -32 - 1 ( ZON A-I ' t--- - - 5 ~c I 13$6 00 3,5g 100 x 60 qz X SZ .0
~ I L--------~' I~ III , _ I I=- z 1 100' ~ i ~ i I
I _ I i _ =III I I 120' 1 0. ...r 100' ~ b~ ~ ~ 7 AO ~$,01 DD r r r r ~ x ~Z s8 ,a o ~
~~i VV III~II~ Section AA _ i ~,'~7~IIhIINfc II ~loS , - 401 60' Filler ~ I A' - ) tf~~- ' 1~ = ~ - A- ~ - - I R 1
I I f', blanket II J ~ t r-- I FlpuR e.lte Rlpnp aueM pdedhn f^t°~ ham Ve SWCC,, , M 1 , ~ ~
- I 1 I~ I 1 / I I I ' II ~ ; I I ~ I 6U FE \ ~ I it ~,o ~ I 1 ~ •~~J
I r1~~` I ~ I I ~ 1 I I IN i ' 1 A p
_ - I I I ~ I I I r I Lor 54 I I _ II 10 I ~ 1 O - _ ~1- i~ . I _ .1 _ _ '~i ~
~ - ~ 42,117.50 sq, ~ I ~ LOT 56 I 1 111 M 11 I 11 ^y LOT 56 I ~
a m a 'I II 0.96 Acres ~ LOT 55 60,028 sa 60 028 ft. ' ~i LQT 5~ 1, - r I ~ o
_ I ~ i i I , 42,117,50 5q, f . 11.46 AcrE 77>oo~o9y _ I I I I ! 1.46 Acres , 3~'5 1 f t, I~ ~ p 'N
m o 1~ /won ra Irotano ax rlµe 4 ~ o„ I I I I I~. \ N, ~ ~
~~An1 BELI END OF PIPF / I [Cj~ ~ I I ~1 ~ 1~ ~D m TO FICF O<N•il ~ ~/r, 1 HU`O= I ~ I ' x~OT a i'z~z" ~ 1 I I t ~I I I 23 T~~ ~ u 1 1 J i 0 ' ~ 1 1 J O V 1
I 1 1
> ~ w I - Ha rn[ a~eFee i"o I L 62~ i F I /L ~ - _ i~s '--li - - ' ,p, ~ - TABLE ~
i I ~ I- ~ o I ~ I I a I I ~ 11 12 i, t 160, ~q, ft.l [ I 160' 1 C~ 1 ~ ~ CURVE LENGTNRADIUS GNORD BEARING ~f.~ 121 ~ ~ ~ r : p ~ CONCRE CI 43.42 30.00 3q.73 N28'54'42"W
I , 1.36/Acres I I PLAN ~J,a' L I I ~ ~ 1 I I o, rl NT .l ~ -'q~ C2 41,34 30,00 38,14
raoTINA II / ' ~ _ n OF consr. ,rolxr le ueme DOWEL W I ' 1 OUND JJII S G3 45.75 30.00 41.45 N5134'3 "E (n 0
u~ Z m [ e e EIO ELEVATION &W"X" a~ lA I i _ ozl-~ I `r I W~$ ` G9 51.05 285.00 50.98 ' ~ I, SAS, 572'5918 E ~ ~ rJ 32 ,1~/Vr ? GIO 53.08 285.00 53.00 56 31'ITE
"-OAp r.tWN I I t ^ 321 • m „ r, w ~ I Y M1~GRETE 1~ goo x ~ . I p ~ ,
lill i eelae n awwi asY I[Irroeao taxaln[ rIR .I C O ~ . I TT ~ _ UMENT r 1 1 ~ • ~ ~ 1z•IP , C W N I rln Ilrwl FIR DYIIILE rIPE Y; 0 ~ a / . ~I I ~ I r = -ysI I I I I I j I I I ore. ,e• u• u^ w' Ie^ ea' /e' n• n• ar Ia ae• n' L FRANK L. t DORTNY 5 WIN~/~ 1 ' II I I FOUND p I~ o ~ ~ GII 31.55.35.00.30.4? 5312155E y gp51f~ N ~x~ -~---t--.-+-- r CI2 I 11,81 oO.Uv ~ 65,lq N46'41'16°W ~ ~ ,ti
a m 0 Z I I I I I WII .e. .a• .e. .a. W .a. r .a. .a^ .a^ T' W C ~ GO I ~ I 0 1 arr. a¢ I a e+ a I a 1 a+. a J A v I J i I I ~ ~ - - --1--F-- ~ PIN 319(Ys!0053327q " I ~ k .0 UE4't 2 i 60,72 554 46'4q"W _ .
~ ~ ID• ~ Y att. ¢ 1 I 1 P ¢ ¢ ¢ 1 9 ¢ ~4 L m m r O L oaRL a arr. s a e a e/ a a s e a e e a U ~ 1 B , ~ ~ ~'R S / GI4 100.64 50.00 84.49 ' p 540'Ib 25 E
O ToTK ue. ¢ e ,e a ss ea i¢ I¢ a e/ n n 1: o = W Io P.B. 17 PG. 126 ~'I L---- 1 p, ~ I n T eRloeu axeTmtcTlax aolxr i~ W m• t L I II CI5 19.01 25,00 18.56 N76'09'14pW Q
`a C 0 ~ olrwlaw alu olxt*Er[ ouurrmEe 7 ~ I I 1~~ H G ~ ELEVATION aswmlmETemE LO fG F ~ ___~~2__ ~ I L~II '-1 Ib I .b8 35. 120.03 564.4I'21pE
y m ~ ~ corax olxExeloxv erxw[ nF oouu rrR ~ ~ • ~ I 1 I r I y ~ gy= p o x 1 1 r e L rN Y L z u 0 n I I I LOT 8 I r' ' /t~ ~y~,,~ ~ ~ ~ K~ Clq b1,23 300,00 61,12 S08'04'46"W W ~~TC~1 ~'~I Nll'il~~ ~ I u ~1b1~ G20 22.03 350,00 22.02 SI2 07 23 W
N L1 A ,e^ a'.a• I •e a •o ati,' ak' a'.e' o.T a'•¢' r.1' t.a I r•' ,e" a'•r,'aa^ a'~e' ay^ ,o` e'•.^ ,.o ¢'a• e'•n• La m O Q ' I I ' 146,69 ft• m u 1 2 - I I C21 49.40 350.00 49,3b SOb'16'35"W M~~ l'CI-1 NDiZ71~1 ~ ~
ae" e'•s• a'•r e•o• e" ta" 1'~¢^ ,.e a'•e' n'•e' a.o I I ao" a'•1' e'•e' P~T' e4" nh" e'~¢' ¢.a •'a' la'•e' e.t ~ I I I „ BRANTLEY FAMILY W ..a EY FAMILY P RTNERSHIP C22 47,12 30.00 42,43 542 46 0 E
ae^ a'•e' rie' e'.e^ +8' ,a ^ n'.o^ a.Y e'.a• ,e'•¢" e.e ~ i LOT 61 ' ' ~ I PIN # 38010fr68 ea" e'a" 1'•+^ esP et/" nh'v'•e^ ..e e'ao•,e'•e" Lo 1 I ~ I I ee' e'•1" 1'.e• T'.¢' ail' n u'•+" e.¢ e'.e•x.¢' e.o - 156,473 ft^~ I. I r I - - D.B^ 185,yPG, 'IN # 38010db81880 ~j ~ vibV' C23 71 ' ' " Gj1 ~ 4 .2 30,00 42.43 54713 58 W ),B, 185~PG, 206 ~ C24 21.03 25.00 0 41 ' "
NEET i dF 9 9NEEi 1 a 3 I 1,29 A~•es ~ 838.01 •eR IxlEr 1 838.01 j , A I 2 , N68 0817 E- -
C25 4q.50 50.00 47.50 572' 4'Iq"W / ~ I C26 71,Oq 50,00 65.25 N38'30'00"W
TItAI ~ZOIDAL DI I CH llIMI;NSI4NS yl ~ ~ o , l v ~ - ~ ~ - C27 75.80 50.00 68.75 N45'3q'46"
I , ~ I i 165_____, p0 x I r-- I ~ I~,R C28 42.10 50.00 40.86 S66'4T15"E
I ~ 1 I , I DITCH Qlu S,(%I~ SS D(ftl W(h) B(fd n Via. Stabilization QZ 1<Sg I ~ , I C2q 27,55 35,00 26.84 N65'13'04"W
~'t E{ 2 • I ~ I ~ C30 47.12 30.00 42.43 53q'46'24"E ~ A , ~ I RUNOFF G LCULATIONS AT DISCHARGE POINTS C3I 21,03 25 00 I ' " ~
20.4 N71 07 55 E 4• ~ ~ POINT # PRE-DEVELOPMENT Q POST-D VELOPMENT 0 C32 55,82 50.00 52 q7 • ' " h
.S HEIR l IRON I r ~ ~ ' ( I •(JS ~ ~ e5 ~ a•z e~3 lfl~n .SC I PIPE ,FOUND - ~ f " I ~ ~ I Q ¦ 0.35 6,8 0.34 ¦ 0.81 CF5 Q¦ 0,.~5 b.8 0.34 •1,04 CFS'-- S7q OI 12 W C33 64.77 50,00 60,34 N31'53'07' W N
Z r 4 E : ( (.S ?•S D•Z .D~ .BG NhG S7S t ~ II L'1-- ' ~ II , I / ~ ~ ~ d ~ 2 Q ¦ (0.35 (6.8)(0.38) ¦ O.qO CFS Q¦ O.A5 b.8)(0.38)¦I,I6 CFS C34 62.70 50.00 58.67 N41'OS'S7"E z ti
3 . l '7 O• aOS .GS SG ISt~ I ~ ~ h LOT 5 I ~ . i 3 Q ¦ 0,35 6,8 1.35 ¦ 3,21 GF5 0¦ 0,45 6.8 1,35 •4,13 GFS C35 55.20 50.00 52.44 S71'18'04"E w w
P ~ I ~ ~ ~ ~ 49~Ysq, ft^ I , 4 (.s6 z• I S ~.s oz o~G.~ ~ , . - ~ 1.12 Acres ~ 4 Q ¦ 0,35 b.8 1.02 ¦ 2.42 GFS Q¦ 0.4 ¦ C36 27,55 35.00 26.84 ' " a ~ 5 b.8 1.02 3,12 GFS N6213 25 W E 5 Q ¦ (0.35)(b.8)(3.26) ¦ 7,75 CFS Q¦(0.45)(6.8)(3,2b)¦q.q7 CFS C37 47,12 30.00 42.43 550'13'36"W ~ ~ ~ c
~p IMF I w 5 l •G2 z•33 z ; f .S 6. d.o3 •`+0 6 6 ZS ` I' I ~ ~ ~ b Q ¦ 0,95 6.8 q.b0 ¦ 22,84 CF5 Q¦ 0,45 6,8)(q,b0)¦2q,3 CF5 C38 47,46 30.00 42.66 540'05' 6"E ~ ~ ~
~ 2 ( r ~ - --,r- cn ~i J I~ I I~ 3 1348E i C3q 40,75 35.00 38.4q ' " - ~ I - 7 Q ¦ 0.95 b.8) 2.36 ¦ 5.b1 CFS 0¦ 0,45 b.8 2.36 •7.22 CFS N61 14 II E I z ~
!o d Z ~ L•: I.3 "T.S .2 O.b:! 3 S S84'46~2A" i 24 E 58 1 r ' 16.1 204.28' 203' ~ C40 5q.g5 51,00 56.55 561'33'14"W ~ ~ 8 Q ¦ (0.35 (b.8)(4,44 10.56 GF5 Q¦{0,45 6.8)(4,44 •13,58 CFS „ p ~ 0
j 7 ~,q ~,s 2~ I.S 7.S •Z 0.03 Z•7( G 5 S % '83.24 2 I i j i~ C41 15q.25 51,00 102,00 N04 40 57 E N w ~ w q Q ¦ (0,35)(b.8){4.b) ¦ IO,g4 CFS 0¦(0.45)(6.8)(4,b)•15.01 CFS C42 47,21 30,00 42,4q S4q'30'41" ~ N N d
S ~ E ~ 8 l.b? D. I.S 7.S p.Z D.a.~ 7S 1 ?A ~ ! / N 1 uW 0 - ~ U DISC ARGE POINTS ARE BASINS C43 27,55 35.00 26,84 -
q •67 2 •gSe ) • S ~ 5 0•t o .31 S t ~ 2• 03 (v ~ S? SI8'3q 15 E ~ Q w , C44 25,Oq 50,00 24,83 N26'4q'45"W a z a
, t ~ C45 82.81 50.00 80.05 N40'43' 13' E ~
1 ~ 2 2 • ( ( 7 2 0.01 ,4[C 'I S ~s i Ib~ ~ s ac S - C46 81,78 50.00 7q,43 500.30'08"E
.s / /r/ N II 1[19 loss z:l (•s ~ az o.03 z.st. G s7s 5~ / ~ / c ~ F C47 21,03 25.00 20.41 N27'5q' 5"E
/ f ,1 2.ag o1~18 z:c I.s ? s o.2 t ' , , .03 3+l7 ~ S S
~ r
I I ,z o.o~ .l.G AG S? b ? ~ SOIL REPORT ATTATCHED WITH PLAN ~ 4'~!~'`'"~'+'' SOIL TYP N ~ ~ '
D.ss z: ,S ro ~ 2 ES LIMBERED AS SHOWN WITH # I BEING THE BEST AND # 4 LEAST 'b 'g~,
1 I J WOODLINE DESIRABLE FOR SEPTIC SYSTEMS SEEDING .MIXTURE r
DITCH Q,a S,(%) SS D(ft) W(ft) B(ft) n V,,. Stabilization 1 ~ / IMP SPECIES RATE (LB/ACRE) ~f
_ ~ , SC x , 1 r ARBP05lD ~4
. ~ ~ S Z 37 (.Do ( ~•S 7.S p.Z ?al3 /LIhG 5`(S LOT roo . ` SPECIAL PURPOSE LOTS ~ 4
14 D•Zg I•S •S D•z ~(e0`~ ES 302,273 sq, ft^ EDING NOTES PROPOSED BUILDING LOTS ¦ 70 I, AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED, 2. CURRENT I "
• 1.S ~ 2. WHERE PERIODIC MOWING IS PLANNED OR NEAT APPEARANCE 15 DESIRED, OMIT ZON NG A-I
i / ? o•~f z~ 1•s z 7.81 sus SERICEA AND INCREASE KOBE LESPEDEZA TO 40 LB/ACRE. 2. MINIMUM LOT SIZE ¦ 30,000 SQ. FT. Drawn by, 3, TO EXTEND SPRING SEEDING DATA INTD JUNE, ADD 15 LB/ACRE HULLED BER- SETBACKSt TH
AREA OF THIS MUDAGRASS.__ HOWEVER, AFTER-MID-APRIL IT_IS PREFERABLE TO SEED TEMPORARY FRONT 50'
I.•s .S ~ LOT NOT TO .7t. 2 • 7 oz .03 3''T$ G s S- BE USED IN / COVER, REAR 30' A roved b , NURSE PLANTSr SIDE 15' PP ~
1 IBD 0 •~2 Z ~ ?S .Z 0.43 $ LOT~AREA CALCULATION BETWEEN MAY I AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15LB/AGRE SIDE CORNER 25' ~
FOR AY SIZE^ b.~ b.s~ 7:1 i.S 7.5 oz p'o3 ~•7t s?s SUDANGRASS, PRIOR TO I`1AY I OR AFTER AUGUST 15 ADD 40 LB/ACRE RYE(GRAIN). 3, ALL CONSTRUCTION TO BE IN ACCORDANC SEEDING DATESt E Date:
z2 •SS I.S9 2~ ?S -7S 62 Ao 5.33 S'(~S , BEST pOgg1BLE WITH NCDOT AND HASH COUNTY SUBDIVISION 7-13-2005
D•2Z 7: ~ I S 7.5 0.2 m.az 6 •~I SYS FALLt AUG. 25-SEPT. 15 AUG. 20-OCT. 25 ORDINANCE STANDARDS, LATE WINTER= FEB. 15-MAR. 21 FEB.I-APR. 15 4, OWNER/DEVELOPER: Job name:
i ~ FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING EASTERN LOG SALES _ - OF KOBE LESPEDEZA OVER fAtt-SEEDED FESGUE'IS-VERY EFFECTIVE. - P,O, BOX 7723 WOMBLEBOUN4.DWG
3,12 t•r i _ _ _ _ 2 z z z.s o•Z a.oz ~ Ibs S t~ SOIL AMENDMENTSf ROCKY MOUNT, N.C. 27804
S 0.6 ~ .'ft a (,r 't.s aZ 0,~3 ~rb~ S7s APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 4,000 LB/ACRE PHONE [phone]
ZG Dez7 ~eS7 2'(' c•S 7•s Q,z. p.o~ 2gb 7Es _ GROUND AGRICULTURAL LIMESTONE AND I,000LB/ACRE 10-10-10 FERTILIZER. 5. LINEAR FEET OF ROADWAY PROPOSED Scale: MULCHt HARVEST DRIVE 2,b05.7 L,F. M ,
~ U APPLY 4000 LB/ACRE GRAIN STRAW OF EQUIVALENT COVER OF ANOTHER SUITABLE SAVANNAH COURT -545,03 L,F, 1 =100 (H)
Z~ D•Gd 7:f f•S 7.S o.2 n rrt µ n~ tln~ cy.c MIJLCN- ~NC4IDR STRAW SY TACKING wlTU e~puel T uFTriur_ no ornruv~ ro ov _
CRIMPING WITH A MULCH ANCHOR TOOL. A D15K WITH BLADES SET NEARLY STRIGHT H0555 ROAD 6 LF
Z$ 3.2 2 : S 5 -Z . Q CONCRETE CAN BE USED AS A MULCH ANCHORING TOOL. SENECA ROAD ¦ 513.13 L.F.
IRON MONUMENT MAINTENANCE, JOOUILINE DRIVE -1,024.27 L.F. _ REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE 6. TOPOGRAPHIC IN
STAKE FOUND FOUND MOWED ONCE OR TWICE A YEAR BUT MOWING IS NOT NECESSARY. RESEED, FORMATION BASED ON FIELD Sheet No.
, q,42"W 340.21 MRS PLYER NEIR5 N85 2 A PIN # 380200324320 15 FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. LOCATIONS DATUM SCALED FROM USGS TOPO SHEET REDOAK
~5 NO DEED FOUND 320 7. TAX ID NUMBER 3802007431g1 f 4 0

_ _
I o IRON STAKE SET
EIS c EXISTING IRON STAKE WOOD LINE PKS ® PK NAIL SET p s•r.0•~q~-~ SALT FCI~G~ CONTRACTOR IS FULLY RES GENERAL NOTES:
EPK ®EXISTING PK NAIL PR~+~V~I~` ROPOSED RIGHT OF WAY PONSIBLE FCN2 C P NQ~: ~ ~lI S PARTIES AND AS5URING THAT EXISTING UT P ~D, POWER POLE EXISTING RICxHT OF WAY 0 P 'fit ~ TJ1~iAJ'(t:E PRIOR TO THE COMMENCEMENT OF ~iS O ISLE FOR CONTACTING APPROPRIATE I. STABILIZATION IS THE BEST FORM OF EROSICM! CONTr.OL. O EXISTING UTILITIES ARE LOCATED TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EkJSiON CONTROL to
R/W RIC,HT OF WAY jjJ~l,T O~TSIDt~ /wwvvwn ~.1Mt'fS I-800-632- GONSTRt ~ OF CONSTRUCTION. GALL ~ ON LARGE DENUDED AREAS AND ESPECIALLY WHEN aPECiFICALLY ~ S
RRS • RAILROAD SPIKE SET ~ ° PROPOSED 4~, ~ HCRJRS PRIOR TO GOMM ERR o EX AI I~. JE=~G~ . EDGE OF PAVEMENT UTILITY LOCATING SERVICES. .R LROAD SPIKE j ~R/~gtVl ~p,D (,JA'1'tR . '.IOR TO COMMENCEMENT OF WORK FOR REQUIRED AS PART GF THE CONSTRUCTION SEQUENCE SHOWN ON ~ ~ +A
NL5 ~ NAIL SET _ M Dh EXISTING EDGE OF PAVEMENT CONTRACTOR 'BRAE THE PLAN. ALL DENUDED AREAS LEFT EXPOSED WILv WiTHIN~ 15 S.R. 1437 ~ ~ - WORKING •DAYS OR 30 CALENDAR DAYS OF ANY PHASE OF ~ r rn ~
OHE OVERHEAD ELECTRIC rR0 ~ x L VERIFY. LOCATION AND ~ S~ , STRUCTURES PRIOR TO THE COMMENCEMEN' OCATION AND SIZE OF ANY DRAINAGE GRADING, WHLGHEV,ER PERIOD IS SHORTER, BE SEEDED AND MULCHED. m , u+1 p OMMENCEMENT OF CONSTRUCTION. 2. 517E AREA:. 9.~}~ ACRES
CP ~ GCm1PUTED POINT BUILDING SETBACK LINE MOH, o GRID MONUMENT \r ll7 ~ I :y DISTURBED A EA: 13ACRES W ~
GMP CORRUGATED METAL PIPE L - - - DRAINAGE FEATURE Z 0 N
[I \ , PED ®PHONE PEDISTAL ~3 ~ , ~ ' , TE 4~ 3• ANY LAND-DISTURBING ACTIV Q ITY) 5 ACRES REQUIRES COMPLIANCE ~ ~ ~ ~
~1~_XS?~ ~ SOIL DELINEATION IN R/!y ~ ~ ~ ,ddb - _ ` - L E CONDITIONS OF THE GENERAL PERMIT TO DISCL?ARGE S . WITH ALL # ` 1 '0 d NATIONAL POLLUTANT DISCHARGE ELIMINATION S S T~RM WATER UNDER THE .Q
~1 _ ONE Ga11STi~.b7( fJ ANY PERMIT NONCOMPLIANCE IS A V10LATt Y TEM ERMIT NO,N00010000 r E• BEULAN z j
~AI~ - i 5T ~ _ P 1'~r~ ~Z _ ~'f1~N~ XISTING ON OF THE CYAN WATER ~ ~ ' MAY REQUIRE ENFORCEMENT ACTION BY THE NORTH CA ACT AND ~ ~ N OF ENVIROMENT, HEALTH, AND NATURAL RFSOURC ROLINA DEPARTMENT ~ ~
I _ - o RCP ES. ~ I ~ ~b ~ O'i ~
PIPE t ~ - ~ ~ ~ a I 57 p -sL,~Z/ - y~1,_._~,_ - - ~ FOUND 'W , ~ ~ WEST
CONTROL ' ~ " - ~ P PP WES 2 ~ _ _ E- BEULAH ROgD ~ C N S•R, 1432 ~ ~ ~ ( 60' PUBLI ~ ~
CORNER ~ I ~ A a1c- _ - ~ ~ _ _ I ~ ~ ~ _ ~ ' - - -
\I s _ ~ 48 075 ~ ~ ` \9 ~ 12 ~ ~ ~ , - ~ _ - __1_ o~~ I NTS ~
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' - I LOT , _ q A \ I + + 55 611 + + 1,17q I 5 e ~t k I $ I I ~I ' I I ' i~ ft, - I 7q I y -a 2 I 38,413 scy ft. t r ~ - ~ ~ + ft~ v~ ~ , - , t`~ I I I I i I 9 I I r--- I I O 4. I 7 I i ~ I ' ~ V' ' I ~ r I~ t 36n CO
Eta ~ - 4 W ~ 1 ~ ~ v~ ~ ~ ~ 0.88 Acres ~ ~ , I 37 '9 + ~ y ; ' I ~ ~ I I ~ LOT 14 t+ ~I i ~ - + I I ~ , + + v1 ~ ~ I .I I I I _ . I I ' ® I I A I I I I ~ ~ I PI al I \ , I ~ I - N~• 31 I I I q I I I ~ ~
P,B. 17 PG. 274 ' , . ~ , ' Dl.~~ ' O ~A ~ ~ , q ~ ; I ~1 I ~ ~ , I s ft. I o-I 31141 I I ' ~p I --.._,r- I I I pp I EXISTING ~ q, I I1 I I I ~ ~ i " t: ~i r VI f t. I I 31,162 I I I I I I I ' I ~ 15 RCP
N . ~ ~ I N. ~ ~ ~ \ + - i + , + PIN # 380200544133 , ~ e ~ : ' + IP A I , ~ , I I 71 ' 9a ft. ~ $I 31,17q I - 31 I _I % I i ~ I t t I I , ~ N v1 s _ft• ' r~ I_ I I 13 I I I cw~9nl®, zoos
~ ZONE A_I - - - J Gi So W , ~ ~ , , , I I I , 0.71 Ae• i ~ q- , ~I sa, ft. I 12 I - I I ~ ~ civt~T~t ASSOe~Ahs. P.A. r d I I I I I I 71 A I 7 i _ ~ 61 35, 3 I ~ ul RI9nt• e.unba. >:~,~a~~tl~, «
L I ~ ~ i~r I r G ~ + ~i p + I I I I I I I I I I I 31,17 I~ 5C(, ft• , I' I or w. oontmt ar Im• dxumrnt, a D~ L~ I I I I I ~ i ~ oddltbne a ddetions to thlc document,
r i r / - --a-- RIB s T.U , I ~ ) ~ I I i NAS I I I I I I I Sa' {•t' I I ~ I I In whde a h paR, withwt rrRlen con- I I I ' I I I I I I v. , i e'~. I I I~ pmt of gNLTEN ASSOgA1ES, P.A.• le
I Lor ~ ~ _ - ° ~ J ~ 1 125 \ s vrc~- ® ~ /tCI~StJIRE i~ T3E 13 w 4 I ~ , a'- x20 ~ + ~ ~ 5 _ J I I I I I I I I I j j I ~ ~ PROW&TEO. L--~-_--~---J L__ I j j I I I I I I II I 1 is
~~p ~ ~I 3 ,oq sq, ft. ~ 56DI+•nfu~-~q , + I ~ \ 1< ~ 15(v ~ TAR-/ I"1't\ ~ 0. 8 Acres ~0. ~ ~ I I ~ 125 I ----J l___--- ' II ' I ' I I ~ I
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_ _r ~ I , I r ~ i 4 ~ AI ~ ~ ~ I i I i I I ~ I i -----i 4' J I ; i~ I I I I I I C' ~ I Q I ~ I I I ' ~ `1 1
_ _ ~ LOT 71 I ~ ~ ~ J \ 1 + c0 ~i \ , 735\ I "!35 I I 41 I I I i I i IQ~' I I I ~ - i I~ w
I I ~ . ~ I I I 31,000 ~ ft ~ ~ ~ V ~ + ~ ; ~ ~ y ~ f".. ~ I ~ ~.a•I PHASE III ~ ,A 1 ~ , ~~'f"• ; ~ ~ I I I I ; I I ~ I I I l i a ~ wm ® I I , 98 , I I ~I o
p L 1 I o.71 Acres ~ g , i ~ I OT 3 I , ~ i \ q38 ~ \ ~ PI 17 p I I ~ ~ . I ' ~ ~ I \ i i I I r I I ~_I I I I i r I I I \ I ~a0 246 I q I I 18 I I I I I I m k,~
N 0 D 1N R # ~ G. ?7q , I ~ ` 3 , EA I as ~ \ ~ \ I I I I . ~ I , I m I I I , ~ ~ A ft. I I ' I I ~ I r i i I 1 ~ ~ ~ ~ ~J I I X38,981 I. I 38,881 ' , I- ; I6 I I , I I I I ~0 l7$ a V
A 1 I ~ ~ 33 2q : aq,ft. ~ ~ I ~ i } ~ ~ ~ I c I I A i- ~ ~ I 5q, ft. I ~I 3q, ft. i I_ I r 15 I ' I r I ~ I I - I I~ ~ I I I Q ~
I I I Cf.76 afire ~ I ~ : I m, 0.8q A,c• I NI 0.89 Ac• I In, I 38,981 I I I I , ~ _ t ~ ~ ~ I ~ I I ml ~ I ~ i~' s ft. I I 3~~ I I IA ~ N 0~ ~ 0.' m ~ ~ rJ W I- I Q I I ~ z ~
A,, r---}---- I ~ II 0 1 ~ E ~ I ~ ~ _ ~ , - Lor s~E ,~v ' 1 I •2~o I " I i ~ I ~ Q•89 Ac- i a~, Pt. ' ;~i I ~ I ~ I ~ I w ~ ~ ~ 0 I I I ~ I 8 342 I~• ~
. AI I ~ I I I t I~ ~ ~ ' I I I~ ~ I I I I ~ I ~ Y`S/J--~' ~ ~ ft. ~ ~ I. I ~ ~ z I I ~ I I I I I I I I - Q
lOT + 1,30, q9•} ~ i ft. I - - i~,. , ~ \ - ~ ~ I I I ~ I ~ ~ I o.go Ac. I~ t ~ a ~ r I I I N I ~'NA I~ -20 I I ~ St 1J 3 q t~ o I I - I I I
?7q - - I I I ~ IPP I I -t P ~c30 _ - I cis ~ 1 ~ I b. ; I ~ I ~ 2~
ZO 0053?6 ~ + A ; ~ NF A-I qq I _ IC -----~I~--------, ~ DRAIN A ~ ~ 4 ~ N I _ ~ m REA ~ ~ _ I I I I I I I I l i ~ ~ IW
- ' I ~ ~ I I ^ / I s 22,247. ft. r s.A ~ I ~~i 1 + W iN I A, ~ . a ~ ~ ~ I I 1 ~ gyp, ~ ~ r. t~k3
_ ~ 40 h + - 0.51 area ~ ~ w ~ , / ~ I ~ _ ~ . •:~-.~r. _ ~20~ ~ ~I I I ~ ~
~ , , d / I 30,100 ~ ~ 2,.t . t :,--~F,F _ ~ b fTZkk tk ~ ~ ~ I - - 120' ~ I I ~
I I N ~ aq, ft, I , . ' I .1~ . I ~ ~ t~, ~ I LOT , rJ ~ O ~ V O.6q Ac• ~ ~ ~ A ~ I /`1 ~ ;y ~ ,T,. ACt~U • ~ , I
i r ~ Ft. I I~ rt11 - J D IN AREA , i l;,~~~•,,;
SEEDBED P I / • ~ ,I z - ~ ~ REPARATION NOTES: b, area ' I I~~ - . o ~ \ ~ , ~ ~ ' Z Io 0 SEWER ES E - , ~ / ' r p ~ ~ It X20 ;20' ~
4.:~ I. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ' _ i, ' - 1 ~ 135' 55' ` / 6T 1 ~ ~s~' % ~ ~ ~ _ ACCORDING TO PLAN. - ~ + , ~ , • ~SftzvCf101J ~ _ 1 ~ ~ ~ ~ ~
C 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD ;T_____ _ Itp r--~-=~- ~ r------- • ~ - bt~t A• ~bt,, • ' I , ~NjTzdNG~ ~ •~C I - .r Z SZ O
WITH AVAILABLE TOPSOIL 3 DEEP, _ 20 SEWER I I ? I , ~ • • ~ r ~.lSI srlT ® ~ ~ C
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL - _ ~Q? • n ; + + , i ~ ~ • ~ BE REMOVED FROM THE SURFACE 50 THAT THEY WILL ~ ~ LOT N A I i i + 6 + ~ ~
OT INTERFERE WITH THE ESTABLISHMENT MAI , rm I 2 i 3,gg5 I- i + I Y ~ r AND ~ 99q ~ 'L. 30 qqq + ~ I I ~ r - - ~ I I 1 1_' t I 1 : I I I I `ti 1 j TsT [ y G 3;. ty.w
OF VEGETATIC~1, SURFACE FOR FINAL SEEDBED I r , I ~ ft• ~ I ~ + , W~ , , 1 PREPARATION AT FINISHED GRADES SHOWN Q ~ ~ _ , sq, ft. I - , . , , , , r ,SHALL BE + ~i I , , / ~ I • . I ' ~ . - I _ _ _I 4 - Ito I ~ I . hl;.n tn.r~!o f ~ , _ 4... ~ • ~ f~1 1 I \ I ~ I' I 1~ - 6:
REASONABLY SMOOTH AND UNIFORM. I ~ ' ` + 'r' ~ ~ ~ i Q ~ I i I _ , 31,000 . - ~ I I , 1. J ~ ' ' 76 20 ' I I ~ i I I I ~.~°N. , , ~ctoi~ 5 xZt v I~ I I I I I I I I / il, I, I I I I \ 76 20 I © I I I I
4. F NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO ~ , I ft + I ~ I,~O , Q U , I a aW + ® , ft, BE ACCORDING TO SEEDING SPECIFICATIONS A I d A ~ ~ © I I +I I I I ® I I I ~Y~ O sq, ft• I •ml 269 I I 4~ 4~q ~ I I I'-- 1876 I I I I I I I j ~ I~ 1
I A BOVE, ' , i , I I 748 ' ; Q'2 / ' 1.75 Ac. N DDITION PROVIDE 15 LBS / i • - + r . 000 S.F, OF SUPER- _ _ , 2 <r , , l~_~ ~ , 0 w ~ 4 1.75 Ac• I ft. 1~ .~I I 42, 673 I ~i I r - I 41, 080 r I I ~ ' 1 11f~~ a' x I I ~ I~ SC1, ft\ ~I 9a ft• 5C1, ft. I I I _ ~J,III , ' ~1 ~ '
PHOSPHATE. ~ " ' , _ , , U 0 ~ , ~ + ~-'V ~ , S ~ , I w ~ r ~ 5, IF A SOIL TEST IS TAKEN, PROVIDE FERTILIZER AND + + _ • - R ~ < ~ Q ,I ~ ~ s 1l ~J-.~ I ~ ~ ?I ' ml I ((N ; I ~ ft. I Q-I I _ I I ~ I ~ r •I\ \ i \yI I ~ I I I Q.q4 Ac. I m i N~ I~.~
LIME ACCORDIN TO S01 i LOT , ~ ! ~ ~ 11 ° .S.,p_- ~ ~ ~ r' i • ~ G L TEST REPORT. - b- b v i~ S i I i h I I i I I I ~ Q,q2 A[. r 39,071 I 7 I I \ ' \ I I I I I , y l v
I I~ I- ~ ~ n I r , ~ D 6. FERTILIZER AND LIME SHALL BE APPLIED UNIFORMLY 30,997 sq, ft~ , ~ , , 03 ~ , ,Q I 13A - _ _ , ~ , , , ,b. D I I ~ I I I I '~L'~1 I I I ' I I ~ ft. j ~ \ I \ I I p,~ I I I \ I I ` I \I ~ OQ l` I I I I I I v.v-~ C&. I , I
_ AND MIXED WITH THE 501E DURING SEEDBED PREPARATION. - ; Q.7L~'ea qq g~___ ~ ~ P ASE II I . ~ - _ ~ , 7. ADDITIONAL EROSION CONTROL MEASURES MAY BE 1 r'`1 I ' I ` ~ P ASE II I; Q Iz f I I I I I I I I\ ' ~ V I I I I I I
REQUIRED DEPENDING ON FIELD CONDITIONS. ~ _ _ I 3 I t \I I I 11 I I I I I •.i. I I r I I I ii ~
8. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN 50' PUB 1 ~ I I + ° ~r ~ i r I WITHIN TWO DAYS AFTER MULCH IS SPREAD. 2_' • - 134' f~CI ~ / ' ' I I I I V A I 'v r I I I I i I ~I I~ I I I I I I I I I I
~ i I I \ i I U i I I I I i i I s
~ W , L.,-0X70 I , I
^l ~ r ' 120' 1,'0' 136' ~ 30"' ' ~ 132' ~ L
FRANK L ~ DORTH IN + - - I ~ ~ BUGGY Y S. W GO . _ , ~ '.t ~ + ' ~ ' ~ 5 ~04~ •5 ~ ~ , AX E PIN # 38020053327q 20 SEWER ~ I + ;~l t I + q , I ~ I I . , ~ FUND ~181A T 10"W TO OAL 41 ~ z s- i- Iti• 4 ~ , ~ ERR IRON BUGGY z ~
D.B, 1285 PG. 660 ; ES~1T. ~ I ' ~ i + ' a~ ; I 0 s ft, ~ 1 r a 9 / I I AXLE - G
ZONE A-i ~ I LOT bb I~ ' 1 I, I ~ I I II I 4 ~ ij 1 ~ 171 I PIPES FOUND u a ~ ~ \ ~ ~ ~ < i ~ FOUN>,~ - G~ ~A
tol~'98 ft. ~ , ~ I , 41 . ~ , I r + I O I PA IE G JOYNE ~ I ~ ~ ~ . R
~ ~ I _f I~ ' 3q, qq2 sq, ft. b i 40, 462 . p, 'i TAR/ II N _ _ ~ij ' ` I ' 1~380~ sq. t,, ~ I Ky I P BUFFER.,. ~ ~ ~ I ~ ~ IA ~,~~2 I~ ~aj ~ I- i I J \ PIN # 00721494 1 ' ~ I I \ BOBBY G. MOORS Z ~ Q .;7 ~ ~I I SIN # 380200728829 N z N z N B WILL I-7 -3~ U TABLE rn ~ 0 .
I ~t}~f151i ~ u I r I I~/'I I i li ~ ~ I t I I I v ~ ZONE A-i CURVE LENGTH RADIUS ~I I--I 1 LOT I ~z z z CHORD BEARING I iu M'•B. 27 P I w ~ t,~ o w
p + ~ ' ~ ~ I I I r ~ ~ ~ ~1 D it i i i 4 i i i I I I II I CI 43.42 30,00 39 73 ~ I: • 3 G. 284 N z , z ; z ~ N x28'5442 W ~ , E .
pls I I I I 4 ~ ~ ~I t 1--~- I + + I I I I ~ n ~ Ne ti~ , C2 41.34 30.00 38• I4 ~ • ~ II N a ~ E ~ - r m 4 •~E Ne n~ kn1E4.~ N r ~ z. ~ G2F ~ ISO ~5 ~ POG,4pY <bt:Ml • M1. C3 45.75 30.00 41.45 i 151'34'3 "E Q U U Z z Q Y ~
1 ~ u . ~ ~ , I u J ~ Q 4 tt 1 w1 G C9 51.05 285.00 50.98 .72'5918 E I Q ~ to
CONS - ~ No ~ TRUCTION SEQUENCE' _ _ ~ NoRYN AA1t CA 6 ~ 0~ l7 ~ ~ , EN S~ 7 (Sew et'~ 1 III ~ N Q z o ~ \ I \ G 0 53.08 285.00 53.00 117 0.a SOIL REPORT ATTATCHED WITH PLAN c w _ w z Q E
I. OBTAIN RA I 26 I _~y_ , ` , G DING PERMIT FROM THE NGDENR, + . , r CI I 31.55 35.00 30.49 ,31 I' " I o N z u~ z z J '2 55 E w_ SO L TYPES NUMBERED AS SHOWN WITH •N -z _z Nz
LAND QUALITY SECTION. ' - % ` . i ~ ! 1 • ~ : ~ - 2. SET UP PRE-CONSTRUCTICN~1 CONFERENCE ON-SITE WITH THE 1-'-,~J- ~p F~eeboard ;o CI2 71.81 50.00 65 79 • ' " J # I BEIN H > 146 41 Ib W Ip ~ G T E BEST AND # 4 LEAST > ~ g w ~ > Q '
EROSION CONTROL INSPECTOR (TELEPHCkJE qlq-571-4700) ~ ~ ~ ~ 1. ~ GI3 65.26 50 00 ~ • ~ " DESIRABLE FOR S P I ~ w 60.72 ;-,4 46 4q W ~ ETC SYSTEMS, OC 0. !Y p. ~1 p~ ~ OC t1 ~A
TO DISCUSS EROSION CONTROL MEASURES. 170 ~ / 11 GI4 100.64 50.00 84A9 ~ 40.16'25"E 3 CI5 Iq,01 25.00 18.56 ; 76'Oq'i4"W
3. INSTALL STONE CONSTRUCTICN~ ENTRANCE, SILT DIVERSION ~ ~~I/ ~ ~ / ~ 1~ DITCHES AND SEDIMENT BASINS, CLEAR ONLY AS NECESSARY ' ~ CIb 120.68 335.00 120.03 ! ;,(,4.81121"E GENERAL NOTESI
\ ~ TO CONSTRUCT THESE MEASURES. • ~ -fit v - 'rE3~ . Izp~ np /~u~ E I " I, TOTAL NUMBER OF PROPOSED LOTS = 74 -D cetl _ Ciq 61.23 300.00 61.12 • ~8 0446 W
4. CALL q19-571-4700 FOR AN CxJ SITE INSPECTION BY ERC~ION S I S 6PC 1. ~ ~ DIt ll"~ ~ CANTRCx. INSPECTOR. WHEN APPRCNED, BEGIN CLEARING AND ~ "(XE~'S ~bl~M C20 22.03 350.00 22,02 ..a~• I II SPECIAL PURPOSE LOTS = 4 M;ra;,.,. ~ 0723 W PROPOSED BUILDING LOTS 6 7
GRUBBIN 0 ~E~ ~ G F THE SITE. t?R~ SID t~ ghs >tJ . ~v C21 49.40 350.00 49.36 ~ '.06'16'35" 0 c • I II 2• CURRENT ZONING A-I " ~
c , 5, MAINTAIN EROSION CONTROL DEVICES AS NEEDED, ~ IT ~ ~ bG 6. STABILIZE THE 517E AS AREAS ARE BROUGHT TO FINAL GRADE. I ~j N ~ Q' .I..O (,I N~ 1N ~ C22 47.12 30,00 42.43 ; 4 4602E bITG~ ~ . I II C23 47.12 30.00 42.43 ; =:~>71358 W 2. MINIMUM LOT SIZ = ~.1
5.U min. ~-V 7, ALL EROSICMI CONTROL MEASURES SHALL BE CONSTRUCTE I lS D N rtQP E~ p~ • E 30,000 SQ. FT. ~~I^ p~[N ~~~I~tJ Gj f lei ! C24 21,03 25.00 20.41 '08.08'17"E SETSAGKS:
~s~ wrs+rEO sTarE $eI~C~D ACCORDANCE WITH THE NG ER0510N AND SEDIMENT CONTROL ~ ~ t,~~,r,nuuu) '([OKl tZ$ X 03 .LAN IN ND [3E IGN MAN Al, U5 DEPT, OF A RICULTURE ~D N ~ S ~ rI I ~r~ `af~i :r, a G~-i ~~iJICN1'S -(D ~i C25 49.50 54.00 47.5': ~;,72~4Iq W FRONT 50 . .X
G I ~ I ; v 1 nvr bIT I ~I REAR 30' • C26 71.Oq 50.00 65.25 ~ 38.30 00 W I bM~IG ~ SIDE 15 '<a'' ~ t a ~
+,~~`~CiRE4 r~~l~ ter p ~a„ MIeoN a vr, p~~y,~ ~ ~t ~+P~r TO MINIMIZE EROSION. THE CCRJTRACTOR SHALL MAINTAIN 'toss , EP.OS,ON ca~tR01 STONE ' , ~ et t~~" 1 Nop~l ~ GI ~ 7 50. 68 75 I .III ~.•r . ~ !~NNlI s " . SIDE CORNER, :,2.5 qtr ~~,x~`~ ~
CONTACT WITH THE EROSION CONTROL INSPECTOR ~ ~+t ` - SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED A ~ ~ ~ ~ T~~I~~~ ~ rjf~~ rjf, 39 46 2 E
A T PPROPRIATE STA uromuReEn sot GES OF CONSTRUGTIC~J, e'- o-~ C31 21.03 25 00 I ~ I " 4. OWNER/DEVELOPER: 20.4 ...710755E ~ Drawn b .
r~Erwrr~ ~ r,~tER reeRlc CUSS B EROS1011 cornRa sIONE ak e,+(E<u ~q,~s . ~ C32 55.82 50,00 52.97 ? " EASTERN LOG SALES Y 179'01.2 W P,O. BOX 7723 TH C33 64.77 50.00 60.34 f,131'S3'07"W ROCKY MOUNT N.C. 27804
~iaSS ~ '~cP RPP Please add the followin statement to the construction se uence: "Provisions for rmanent ' C34 62.70 50.00 58.67 i '14i•08'S7"E ' ~ A roved b .
and cover must be accom Itshed on ex sed slo s within 15 workin day CI' 0S S S P C ~I011 1 : ~ n~. .I}'` ~ ,Z s or 30 calendaz z ~ , elde mox PHONE [phone] PP Y C35 55.20 50.00 52.44 i :71'18'04"E
da s whichever is shorter within 15 workin da or 60 calend '"R° w.w Lenora st vs az days, whichever is shorter in ~ ~ 5. LINEAR FEET OF ROADWAY PROPOSED TH C36 27.55 35.00 26.&! : ~6 '13' 5"W ¦ JACQUELINE DRIVE = 1024.27 L F
sensitive watersheds• and m remalrin areas within 15 workin da s or 90 calendaz da s ' S°' IZIP-IZAI A,I RON DIIVII;NSI whichever is shorter. Disturbed areas le8 inactive between an base of din shall be ~ ' • Date: C37 47,12 30.00 42.4a ' ' ~ DI1VIj;NSjQNS i °50'13'36"W =HARVEST DRIVE = 2605.27 L•F•
tem seeded within 15 workin da s or 30 calendaz da whichever is shorter." \ / C38 47.46 30.00 42.66 ';~40• : 611E =SENECA ROAD = 427.26 L.F, ' 7-01-2005 C39 40.75 35.00 38.49 i V6!'14'II"E =SAVANNAH COURT = 545.03 L.F.
\ \ f s STRUCTURE NO. Va ZONE LENGTH WIDT C40 59.95 51,00 56.55 .+6133'14"W Job name:
~ ~ uuasruRero at H WIDTH DEPTH COMMENTS C41 159.25 51.00 102.00._: I " WOMBLEBOUN2.OWG ,.044057E b. TOPOGRAPHIC INFORMATION BASED ON FIELD
\ ~ ~ Z)ir 1 FILTER FABR,C~ G2Jt.VE1l~' ~I ~.5q 2 \ ~ P~ b 2 1 C42 47,21 30.00 42A9 ' =4930'41"W LOCATIONS DATUM SCALED FROM USGS b 2 l.5
R I GL,655 'I RIP (lsp C43 27,55 35.00 26.84 <;18 9'15"E TOPO SHEET REDOAK
A ~ ct~t.vt:~r~z Is ~ ~ 1 a ' _PE K FLOW NOTE FOR HASH COUNTY: ,m•w,~r 5 1 I C44 25.Oq 50.00 24.83 ;26'49'45uW Scale: 5 ~ 61,655 ~i~•P I " SHEET. , 645 92.81 50.00 80.05 ~I40'4313 E 1 =100 (H)
THIS SITE IS EXEMPT FROM PEAK FLOW ATTENUATION UNDER UDO 12. ~ SoC:~ I ,7 (0 ~Q tj rj' ~ C46 91 J8 50.00 79.43 ' : ~p0•30'08"E 7. TAX I D NUMBS
3,3.2.B.V. AS FOLLOWS: OVERALL IMPERVIOUS SURFACE 12.6 Ac./ TOTAL TRA;.T Sto e o ACRE 89.47 ACRES < 15~, 14,10 CALCULATED AND UTILIZES THE PERVIOUS PO}~TIONS GUW~'tF4 24'1 K 42 Z I~1 I ~ 1 ~l+4S 1 ~1P ~sP R 380200743191 ~ C47 21,03 25.00 20.41 ~ I "
i .I I u 11 ~ E SOUTHERN TOPO SCALED FROM U.S.G_S. TOPa
1 w t0 RU OFF. room 8, ALL CORNER LOTS TO ACCESS INTERIOR ROADS,
ROCK DAM DETAIL c~~vrr5 s4 5180 2 l2 ~ ~ tI u
NOT 10 SCALE 6 ( Cl. A FULL SOIL REPORT AND SITE Sheet No. REPORT WILL BE PREPARED FOR THIS SITE,
of +75 Z

~ ~pclc D~~ ..w , ' ~`7 P; p., fl
ISS • IRON STAKE SET WOOD LINE ~ ~Of! LC PLEASE 5EE SHEET I ~ is ;~tsr~~~, G
EIS o EXISTING IRON STAKE ~ i PKS ~ PK NAIL SET PROPOSED RIGHT OF WAY _ ` DIT~ ~ ~ ~ ~ ~IiGH- ~ _ LV6Q'[ ~ IZ~ 5 :
EPK A EXISTING PK NAIL - _ PP ~'O.o POWER POLE EXISTING RIGN7 OF WAY 1 .a. IP f ~ - ~ - - rr Cl.F.53 I~ C , P ~ : - n~ I 2 x 3b R~ R. 1437 ~ ~
R/W RIGHT OF WAY ,A - ~ r ~.A--~ 1 S .
RRS • RAILROAD SPIKE SET PROPOSED EDGE OF PAVEMENT ~ ~ ; ~ 1 cC ~ 2a 2 18 Q ~ o
ERR c EX.RAILROAD SPIKE A M NT ' ~~1 f 56 NL5 ~ NAIL SET EXISTING EDGE OF P VE E I 1 ~ r- _'Z. ~ ~ I m ~ , rr ~ 41V 4 ~S ~
ONE OVERHEAD ELECTRIC li., _ ~ " r- } I .r ~ v. BUILDING SETBACK LINE I y. , ~ I 1. ~ 3 l$ ~P ~ ~ ~ I - rr w Z o I . ~ p (c~e55
CP ~ COMPUTED POINT I I I 1 ~ 1 ~I ~ I I Q ~F I - I~ I I I~ n I I I I , I I SP I ~ ~ 2~ ~ ~ z I INS II I - " SITE Qi ,rn I I .SPECIAL PURP T ~ "'RCP ~c'~iS ~ ~
MOH, o GRID MONUMENT I ~ I I I I PHASE I I' - - - DRAINAGE FEATURE , _ _ _ ~ , , ~ , I I FOf2 U I- I A r~ S Z~ I FO,f2 USE 5 STOR ~ ~ ~ ~ I TI ° , ~ ' 'O
CMP CORRUGATED METAL PIPE ~ / CtlT 6 fi ! ' ~ 1 I , I ~a I e , ~ , 1 , ~ I { C PED ®PNONE PEDISTAL , 61,276 sq, t. I , ~ i ~ I ~ I I\~ ~ CO SE , p H ~ I ~ ~
SOIL DELINEATION LINE , I r\ 1 ' i~~~ / ' ' i 1 ' OT 45 ~ OT ,N ~ . I E. B~.UUAN ~
I I , I I i 1 ~ ~ ~ ~ - II ~ 30, _ ~ -30, 013 sq, ft. ~ I~ / / / ~ ~ ~ ~ / a I ~ II Pll~l~ ~
~ I i w O ~ i ~ ' ' ' ~I I ~VI - I I I I I / 0~ ~ ~ ~ Cn 00 ~~I I i ? ~ I ~ la.k ~
II i.~~0 II 44 1 i ' , I i I ~ I I I 809 i I ~u
I I I ; 11 I I 1 v I 1 I ~•Q• I ~ ~a
~ \ pi~• o. I , L ' I I FOB. ~ I I I I D I J. ' I / ' ~ a ~ U FOB_ 1"'I a p
Pipe Outlet to Flat Area- i I \ I hennel ~ ' ' I I ~ ' No Well-definedC 1 Z i I I NTS rn in
/ r____ 1 YAI Pll~ J ' . ~ W r r ~ , I $ REEK I PROPERTY LINE ~ ~ ~
II I 1 111000«`_NNN_000 ~_p__ , \ . G~•~' ado A A ~ i II W ~ ~ ~ P'` ~ Z i REEK H' BEEN FIELD LOCATED. \ . N ~
I I _ ~ ~ I dL W li 1 ~ . - 1 ~ 1~ Z - p ~ ~ ~ s,
w I I ' -~H5 i20 I I I ~ ~ - SL+'ll1A7LNT BASIN llINi1:NSI0NS ~ ~ ,
I I ~A~ I I rJ~ vu0r`n~t~' FA+zMS Su>~~IV?sl ~ CaG . - I AM~ ~ ' I _
Plan ~ ; LOT 64 ~ 1 _ . - II 60,139 sq, ft. I UB~- - , I 8' ( I I ~ 8 I ~ UFF R~ ~ ~ - BASIN SPILLWAY REQ'D FLOW STORAGE DIMENSIONS (ft) u y'
~ I I Ll~ HUTS II ~ S ~ ~ ~ N0. (L X H1 VOLUME (cis) , , . ;
.1=~ I IRON ~ . 1 C~ ~ ~ ~I -1 L , Il- I I N _ ~ 1 ~ I S~ „~j (cO TOP BOTTOM DEPTH
Iwt>v ^ ~ITj PIPE W I I , r- ~ 1)r~i ~ I I - ~ - _ - I lal'S( I I• I LOT 8 I I - - 4P : x.~0 i c - ~ ~ r ' , ' r ' ' e ' Ito eeea 2es
~ Section AA 'Fllinket Notes FOUND ~ ~ I ~ A I I 1 II r: G~ b a I I W I I I I i I 1. Le is the length of the nprap I i ~ I ~I~ I ~ i I I ~ I I I rz, . rl. 458 t. I ' ~ .Q X >"l .5 x 2 t ~Px ~ o , y I , "l,.~i:. ,j'1i: ~ I I V '~'~~ul J Z x Q ~ ~ W ' O ~ JO C ~ Z ~ GHLIEK ASSOCIATES, P.A ; 7 r t' I I .
1 1 1- I p ~ I ~ I I I i I N apron, 1 i t ~ i ~I" I I ~ I I I ~Y I~.f~ I r All Rights Reserved. Reproduction it use , 4 i~ ~ ~ + ~ ~ / / ~ of the cmtmt of thle daument, c.
~ Pipe Outlet toWell-defined ~ ' .p 2. d ~ 1.5 times tho maximum n ~I I ~ _ i i ~ I I ~ II Channel stone diamet~t but not less ~ ' ~ 1 ~ I II , I -I ~ I ~ Str I I yta ~ oddltbne or dde{Iane to thle da.ment, ~l~ ~ ~ ~ I I ~ 2 2 ~ os ~,oo l , 0 a< ><~2 Z '~~p h.~.. I i IJj', r ~ ~ In whde or in part, without wr!lten ~-on-'" ~ • } , I I, w ~ ~ + r , Bent of CMLTEN ASSOCIATES, P.A„ Is
than 6". .1 1 I ' I I ~ I 1 3. In swell-defined channel ex- ~ ~ I I ~ ~ i ~ 1 ' I I . ' , ~I . ~ = 3 ~ 05 i `t .o~ (3 ~ 30 5~ ZG Z.5 PROHIRI,EO.
tend the apron up the channel ? 161 _ _ 1 II ' I ' I I I I I ~ W I banks to an elevation of 6' f j ~ ~ I W i IW ~ IW ~ I ' ~ . ~ ' m IM}~ACT # ~ w II 1` , ; ~2 ~ + t ~ ~
i A A above themaximumtailwater i LOT 51 I~ I _ _ j i i ~ i OT 53 LOT 52~,WO i OT 5Q i~ - depihortothetopoithebank, 'aj `I II I I 3 600 ift 3~,6 sq, .+Ft 141 ; IT 5 Io ~ `I N PLANTED HARDWIOOD BUFFER 30 IN WIDTH ~ x 0,$ ~ 2R6,00 3 • L2 S X ZS S I ~ ZI ~'S Q , , LOT 4 1 r I AD ED TlJ EXISI~ING STREAM ' sa .,Ft ;41,213 9q,i ft.' ; ' TN T IS URRNE~LY NON-BUFFERED. + r ~ ' r
2 Q 962 fb.' ~2,60o sq,, ~ . ~r ~ 1 , whichever isles. / ) 1 ~ I 1 1 ~ I Q _ 1 I I IQ.74 Acre I , 1 ~ ~ ~.5' x t ~ Gb'OV $0 K .b O.q4 Acres S r 2 0 x SZ ~ Z 3
4. A filter blanket or filter fabric / 1 A I I I 1' I s I' should be installed between ~ v I 1 fJ ~ ( I 1 II I ~ II I 1 ,
I 1 theriprapandsoilfoundation. ~ N~ I VI~tjSl ~ ~ f I I I 1 1 1 Plan ~ II ~ ~ II II I I II I II I .Q , ,R~. ~I G ; o l Q30'oo R,3 O X~5 2 x~3 2.0
~ 1 I pr 'Of 1 I I i 1 , ~ I I I 1 ~ I ~?Yr' ~ ' ~ 'I I ~ 'I I 1 , 1, , I PA TIE G. JOYNE 7 3 X ~i( •OO , 22 X $Z e0 r ' t , I I PIN # 3802007214q 2 ~ ~ ~ 72 Z
I I ~ 11 1 I I~I ~ I I 1 , ~ I I , 1 III I 1 I I I I I ' 1 ~,1 i J ~ BY WILL I-7 -32 , ,
L. 1 1 ' I 1 1 I _J I ~ I ' _J L------- ' LOT 63 I I 11 1 ~ ` J L------__. L------- IL-- I Z zoN A-I S ~ I l 386 Oo 3.5$ ~ 00X(00 ~z X 5L z ~ ~ , 1 1 1
6aioo2 ~a ft, - ~ loo' loo' 100' I ' ' , O I ' r r r r '
1 ;,N ye . I ~ ; 1 120' 1 _ t II - d_ I , 60~ 02 6~f ~ l ~ ,oo IS loo x qZ 58 O
11V VI Il f~ Section AA _ , 'vlu,~ WP=' I V(~ 40 ~ _ ~ I Filter A~'I II J ~ -I r---------------- ~ I - t-, , ~ ~ ~ 'ca 1t N
_ ~ r____ la blanket J, I .1 j\ I I I I I I I 1 1 1 ~ F3U FE I h~, , , ~
Fipun e,Ate apr.n aMM prdecUon (moSfW Iran ve sWCC,. I I / I I I ~1 ~ I ~ ~ `4 ~ ' . pro ' 's J ~ ~
I I I ~ I I I q, I I J I I I I I 1 - ~ • ~
1. I I I 1 ' ~ I ~ LOT 54 1 i i ~ / is 'I
' ~ 1 ~ ~ I IN j , , r x{, ' II LOT 56 ' , 42 117.50 1 q LOT 56 i ~ ' ~ ~ ' ~ a
1 ~ ~ I r ~ I , Q~96 Acres I '1 _ ~T 55 I _ I 60, 028 sq, ~ ai L T 5~ ' m ~ ( 60,028 sq, ft• i Q 1 c I.A6 Acres 375 1 ft. 7 U
~ ~ I ' 142 II "~`a f , I ' I.A6 Acre a~ 1 I 1-,- ~ I I ~ 1 1 • 1 i ~i } 1 I~ I I r ~ -
~,o$ ~ I I I I 1 I ~priy /aaeureoeuno oN ruNw a~o:~.; U1 I I /r ~ I I "'~C1 'T 1 mz~xy a v' ooyx 1 I J IWQ I b~ I 1 ~ 1~ k
••O eELI ENO a IePF / WQ 4.- W 1 I I ^ ' i'~ >>m To recE a 1111E ~ ~ i. 1 ~o~ot5 I ~ ~ . t I I I I I ~b - -L Q E- I ~ I J L_____ F" IZC~ t 1 ~ ~ ' 1 lP ~ v 1 ~ (
Z r=i9~~+ a Ne- ~y' I .L. i _ _ p~f i r QLL J i /t trt I n I I 20N2 II I ~ ~ ~ . ~'a 1' t 1 r_ + ti i , , TABLE ~
~-1 - - r~. e/.eule n'~" 1 Ltl 62/ f I tl ~ ~ , ;r ~ ' CURVE LENGTH RADIUS CHORD BEARING 'z ;'a
y" \ w~ ` )I I ' 1 ~ 121 ~ ~ i- ~ o ~ I 60, ~ ft, i ~,60` ~ , ~ I i 121 ~ ' ~ CANCRE GI 43.42 30.00 3q.73 N28'54'4 "W ~ F. ~ .a..r ~
~I II , r ~ ~ J,e• ~ I vuN - ~ 1 / I ~O M I 14 ' " - _ 1 a NT C2 4.34 30.00 38. ~ ~ _ ~ OUND G3 45.75 30.00 41,45 N51'34'32"E v! p
romlxa ; ' - I U1 - S ~ e$ \ C9 51.05 285.00 50.98 572'59'18 E ~
C Iv CpBT. mrNr re u®I DOWEL W 1 Z 1 e c END ELEVATION ~-~~x~~ l7 N ~ i II ' ~ - ~ 321' N~nZ ,~~,ZaY , ' I~CRETE ~~i 321 , ~ clo 53.06 285.00 53.00 117' W
m~ ~ws li ry r ,p " tDOxGo t ~ CII 31.55 35.00 30.49 531'2155 E ~ A . ~ ~ r~ F . I ~
o " E.., r..... ~ I/eellees /ilea ~ . , ~ MONUMENT A 1z14' =O H o a m a I I I I f Eexi m1. u• w• w• Ir a• w n• n• a• lo• le• 1:• a• ~ LL ~ 1 I I ~ I - ~ N qz xst~ „I_, 71.81 5o.n4 6., 7q N46 41 IH w b 2~-__ _ CI3 65.26 '~0 b0.12 554'46'4q''bd ~ ~ c-~
~ III i i ~ FRANK L. t DORTNY S. WINGO t< ~ .t ~ ~ I m ~ ~ ~ ~ i i ~ ~ ~ ~ INU .t..e..E..e. x r..e. r• .t..e..x..t..,..t' r •x' r W o.f.~ yy I~ y 1 mr, I t 1 1 1 1 a t e a t 1 1 a O j a d PIN ~ 380200533279 li t tR >y' ' " y~ E CI4 100.64 50.00 84.4q 540'16 25 E
9 9 D ' I" - -I _ --1- I M att. 4 t i 1 4 t e e t 3 E Q a a d dd I I 'D " O OOIRL 1 orr, t I 1 / 1 / 6 7 e 1 I 1 1 6 ~ 3 `I ' D~ C15 Iq,01 25.00 18.56 N76'09'14"W O
m g r E ° PG. 126 r f I I I m p rm1E ue. I r a ee eE +e +z u u zl n le Z LL m P.B. 17 F m r ( ~~R ' n om onEON1E oaelnelcrtd+,peNr rn W 1 1 I CIb 120, I 564.41'21"E
rp C O ~ otedleaa uo aacenE auurrrtree = W 7 ~ ~ , I ~ r ~ z wr Dawn nre w F ~ S t__ ~ ~ 1 t,lt>l, ~ / 19 bi, 61,12 508.04'46"W
N ~ N ~ ELEVATION cpypN omuar uNrt n oouEt ran " ~ ~ 11 ' I I ' L07 I ~ M T o N 1 E T e , ror e E Z V O y I ~ ~ L~~~ 3 ~ I n AI(j-~ ; nlr~ C20 22.0 350. 22.02 512 07 23 W I`
~ Z p } _ I O le' t'a^ 1'•1 e•1 e4• etT e'-e^ o.r r•e^ r'.e' r.o W Z Q ~ 1 ~ e ~ 46,6 ft. f N r te" e'a• 1'-+e^ Y~e' ey' ra' e'.1^ r.o e'a' a'•n' e.a O rl I C21 4q.40 350.00 4q,36 506'16'35"W Tl-I ~ID1ZT~1 ~Nt~ w ( C22 47.12 30.00 42.43 54 '46'02"E
_ - _ m _ _ s1' L,e, z,,+. ,'.o• a^ lo• e'.o" l.e a'.e^ n'-e• e.o . _ 1 - ° ' ' , BRANTLEY FAMILY Bpi ao^ e~-o^ s~•e' 1a• 111' ny e'~Y z.a 1'a' lo'•e' a.t ~ j ,I. j - - ~ 7 FAMILY B,~RTNERSHIP
ae^ e'•e^ e'•e" 1'•r M' a¢tp" n'-e^ a.1 e'•e' u'~o• Le S II LOT 61 , , I _ PIN ~ 3801 I'~ • 9'.t' .'.1" eN" vh"+z'~e" La e'-+o' le'~e• e.o A I I ~ I - ~ ~ It' e'.e _ 156,473 ft.l ~ ~ D.B. 185 PG. N #3801 1880 ~ ~ _ UpV • - C23 47.12 30.00 42.43 54713'58°W _ `Y - _ ~.B. 185 PG. 206 r,. , ` C24 21,03 25.00 20.41 N68'OS'17"E
Ie^ e'-e• a'-e' r'~e• ate" v rr.r e.o e'~e' zr-o• Lo EET 1 Of 8 IIEE7 1 0' 9 •ae ~rcn a 838.1)1 i / A j j"""; ~ C25 4q,50 50.00 47,50 572'24'Iq"W
838.01 I ~ rr , ~ - \b--_~ 11 r r \ Y _ - i " C26 71,Oq 50.00 65.25 N38'30'00"W ~ "t't~u'' I
TI2AI'EZOIDAL llI`TCH llIMENSI0N5 ~ 1 ; 1 v ~4y11~ , r V 165------~ i 1~' C27 75,80 50.00 68.75 N45 3q'46' E i~ 1 Grp' C28 42.10 50.00 40.86 566'4715"E
~ I , r--- ~ C2q 7 55 35,00 684 ' ~ ~ 2 . 2 . N65 13 04 W
~"D~ I DO x (ob I I 1 n V tabilizadan Z i~g' i 4, II , i i DITCH Q,o S,l%) SS D(ftl W(ft) B(fq ,o S r ~ C30 47.12 30.00 42.43 53q'46' 4"E
11f1Q'A I i ~ ~ i ii ~ N CALCULATIONS AT DISCHARGE POINTS. I n ~ 1 RU OFF C3i 21,03 25.00 20.41 N71 0755E ~
EIR 5 .D IRON ~ ' \ l / ` ~ / I , u~ ~ ~ i POINT # PRE-DEVELOPMENT Q POST-DEVELOPMENT 0 C32 55,82 50.00 52.g7 57q'01'I "W b I
?.T .Z .bL dG ~f 1 PIPE ~ a' ~ I ~ ~ FOUND ~ X11 /i.,l°/i ~ i i~~ ~ I Q ¦ 0,35 b,8 0,34 0.81 CFS Q¦ 0.45)(6.8 0.34 •1.04 GFS G33 64,77 50.00 60.34 N31'53'07"W N d ~ 2 G? ¦ 0.35 6.8) 0.38) ¦ 0.90 CFS Q¦(O.A5) x,8)(0.38)¦I,Ib CFS C34 62.70 50.00 58.67 N4i'08'57"E Z
2 . d 1 : ( 1.5 ~•S D•z .03 N~ STS u+ 1 / < 1_ ~ ( ( ( ~w d ~ 3 Q ¦ 0,35 b,8 1,35 ¦ 3,21 CFS Q• 0.45 6,8 1,35 •4.13 CFS G35 55,20 50.00 52.44 571'18'04"E w~
-~I i ~ Ji / i _ ~ I , E I .S ^7 •J O •(d S~ I ~ I ~ ~ LOT 5~1 I ~ 3 ,'`a . l O• a ~ p , , , ~ 49, 87~aq, ft. 1 ~ . ~ C36 27,55 35.00 26.84 N62'13'25"W F q Q = 0.35 b.8 1.02 = 2.42 GF5 Q¦ 0.45 6.8 1.02 •3.12 CFS
~ u ' ¦ ¦ C37 47.12 30.00 42.43 550'13'36"W ~ ~ 5 Q (0.35)(b.8)(3.26) 7,75 GFS Q (0.45)( .8)(3.26) q.q7 CFS ~ I ~ , ,
~ I.S(n .Zg Z: I.S ~.s OZ ao3G'~ ~ t ~ ' 1.12 Acres '/7M~p M '1 , , I W ~ . + i ~ I d\ / ' ________J 6 Q ¦ (0.35)(b.8)(9,60) • 22.84 CFS Q•(0,45 !6,8)(q.60)¦2q.3 GFS C38 47,46 30.00 42,66 5400526E m ~ r I u i
z 1 I. S' S 6.2 d.oT •tio 5 (•GZ z•s3 b f3 1S / • 1 IF- ~jl , _~w ~ ~ 1-qnE 583 1348E ~ 7 Q = 0.35 b.8 2.36 ¦ 5.61 CFS Q= 0.45 6.8 2.36 •7.22 CF5 C3q '14.75 35.00 38.4q N61 1411E ~ z ~ ~ ( I n C40 5q,g5 51.00 56.55 5613314 W ~ ~
. J S ~ 58~'46~24 ~ 2 ~ a '2.3 ~ Z^•: I • 7.5 .Z o a 3 7g 04.28' 203' ~ . N• 1 I 1' Ib.l 2 i 8 Q ¦ (0.35 6.8)(4,44) ¦ 10,5b CF5 Q•(0.45)(6,8)(4.44)•13.58 CFS G41 15q.25 51,00 102.00 N04'40'S7"E QU w b
t % '83,24 2 - , D,~ D.s 2• I.S 7•S •Z OAS Z•?( t S S / ~i ~ ~ q Q ¦ (0.35)(6.8){4,6) ¦ IO.g4 CF5 0•(0.45)(6.8)(4,6)-15.01 CF5 C42 47.21 30.00 42.4q q' 0'41"W ~ N ~ d S4 .3 a -
2D t D.S I.S ~.S o] f S _ 8 ~•D'T D•Z a 2~ qc ? _ I N DISCHA GE OINTS ARE BASINS C43 27.55 35.00 26.84 518 3q 15 E - R P rn ~ q ~
J ~ ' ~ / ~ r • C44 25,Oq 50.00 24.83 N26'4q'45"W aZ a
q .67 Z.Bg ) S ~S 0•z o03 (•al G SZS ~ ~ ~ck~lc.l~b ~ C45 g2.81 50.00 80.05 N40'43' 13"E ~ C46 81.78 50.00 7q,43 500.30'08"E
.88 t ?•S D•Z o.07 .~t ~S ~{C~ - l0 17 2 2 • ( I Marc S C47 21,03 25.00 20,41 N27'5q'25"E
/ , ~ N .s 5~ , . .S ao3 2.56 7S ~ E I I I 0• u 2• l AZ h~~G S • ~ f / ~
~ ,~;r
2 2.3$ D z.~ I.s D.Z o G S S % I . 3 3~(7 1 / € SO L REPORT ATTATCHED WITH PLAN •a~:p;,~,.
• S .S ~ z D•~' p.'t$ I c. 7 b,z a.o~ ?.l,~, a,G SZS ~ 1 SOIL TYPES NUMBERED AS SHOWN WITH ' , 2 # I BEING THE BEST AND # 4 LEAST ~`z
.ss z: to S ~ I~ •~F o ( ,s ~.s vz o~ 2 I ~ SY ~ DESIRABLE FOR SEPTIC SYSTEMS. ~
1 WOppLIN1: SEEDING .MIXTURE ' is
DITCH Qla Se(%) SS D(ftl WUU B((t) n V,, Stabilization ~ j n P N SPECIES RATE (LB/ACRE) ~ "f,~ TA SLUE 80 GENERAL NOTES=
_ / ~ 1 ~
S S •1,3 "(S S Z 3fi I.oo I 7• o z ? ~(,~G 5 LoT 60 ' SPECIAL PURPOSE LOTS = 4 fl SEEDING NOTES PROPOSED BUILDING LOTS = 70
• 21 . R~ : ( t •S ,S p.2 ~ ,p `t S 302, 273 sq, ft. I, AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED.
14 p 6•q3 Acres 2. WHERE PERIODIC MOWING IS PLANNED OR NEAT APPEARANCE IS DFiSIRED, OMIT 2. CURRENT ZONING A-I SERICEA AND INCREASE KOBE LESPEDEZA TO 40 LB/ACRE, 2, MINIMUM LOT SIZE ¦ 30,000 SQ. FT, Drawn by:
I'1 Z•~ o•R$ Z- 1•S ~.s o•2 ,0 3.8 Zs 3. TO EXTEND. SPRING SEEDING DATA INTO JUNE, ADD 15 LB/ACRE HULLED BER- SETBACKS= TH
Z: 1•s z 7•gl S`~s ~ b AREA OF T+~ 15 MUDAGRASS, HOWEVER, AFTER MID-APRIL IT IS PREFERABLE TO SEED TEMPORARY FRONT 50' LAVER, REAR 30' Approved by:
4 LOT NOT TO I ,'jz, Z; I ..S 7.S Q,z .03 3.7g G S BE USED IN ' NURSE PLANTSr SIDE 15'
• S LOL EA CALCULATION t 8D o .~2 Z • c • ?S .z. o~ s ~ BETWEEN MAY I AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15LB/ACRE SIDE CORNER 25' SUDANGRASS, PRIOR TO MAY I OR AFTER AUGUST 15 ADD 40 LB/AC.RE RYE(GRAIN)• 3, ALL CONSTRUCTION TO BE IN ACCORDANCE Date:
FbR AV SIZE, b.`~ o.S~ 7:1 I•S ?•S 0.2 p•03 ?•yt ZS SEEDING DATESr WITH NCDOT AND HASH COUNTY SUBDIVISION
BEST POSSIBLE ORDINANCE STANDARDS 7-13-2005 FALL. AUG. 25-SEPT. 15 AUG. 20-OGT, 25 Q, OWNER/DEVELOPER=
Z2 I.SR 2~ ,3 -7S 62 Qo 5'33 51~ LATE WINTERS FEB. 15-MAR. 21 FEB.I-APR. 15 EASTERN LOG SALES Job name:
o•z2 I .g? ( I s 7 s a•2 m.as s.ol SYS _ _ - - FALL IS BEST FOR TALL FESCUE AND LATE WINTER-FOR LESPEDEZAS. OVERSEEDING WOMBLEBOUN4.DWG OF KOBE LESPEDEZA OVER FALL SEEDED FESCUE 'IS VERY EFFECTIVE, P.O. BOX 7723
3112 t.r .2 e ~s` 2 z Z• 7.s o o.oz b5 S 7 SOIL AMENDMENTS= ROCKY MOUNT, N.G. 27804
S 0.61 •'ft !c ~.S AZ o.~3 ~rb'I STS APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 4,000 LB/ACRE PHONE [phone]
GROUND AGRICULTURAL LIMESTONE AND I,000LB/ACRE 10-10-10 FERTILIZER, 5• LINEAR FEET OF ROADWAY PROPOSED Scale: MULCH] HARVEST DRIVE = 2,605.7 L.F. 1"=100 (H)
u D.t7 X1$7 Z~ I ?'S 7••s ~.i o.oJ 7~3b 7s i APPLY 4,000 LB/ACRE GRAIN STRAW OF EQUIVALENT COVER OF ANOTHER SUITABLE SAVANNAH COURT - 545.03 L,F,
, ,o _ c c - ^ - _ , - - ~ MULCH, ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY HOBBS ROAD ¦ 427.26 L.F. (V)
CRIMPING WITH A MULCH ANCHOR TOOL. A DISK WITH BLADES SET NEARLY STRIGHT SENECA ROAD w 513.13 L.F.
CONCRETE Z$ 3.2'f 2: ( i•S D L 0 03 .T W5 1410 /l Y MONUMENT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE JOQUILINE DRIVE =1,024.27 L.F.
IRON FOUND REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH 15 FULLY ADEQUATE. MAY BE 6. TOPOGRAPHIC INFORMATION BASED ON FIELD Sheet No.
STAKE FOUND MOWED ONCE OR TWICE A YEAR, BUT MOWING 15 NOT NECESSARY. RESEED, LOCATIONS DATUM SCALED FROM USGS
--90 42-W 340.2 MRS FLYER WEIRS N8 q PIN # 380200324320 Z5 FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. TOPO SHEET REDOAK 320 7. TAX ID NUMBER 3802007431gi Z
NO DEED FOUND of

- - - -
_ ~
..a. ~I~ sl•sf•s>,si.s>•Ilas~ sf•ss~sf_sf•sf_swl~sl•~o~wlsl•I
~ ~ ~ ISS • IRON STAKE SET ~~,~,~v WOOD LINE
EIS c EXISTING IRON STAKE t~ O
PKS 1 PK NAIL SE'r PROPOSED RIGHT OF WAY EPK A EXISTING PK NAIL O
PP''0, POWER POLE EXISTING RIGHT OF WAY a
R/W RIGHT OF WAY RRS • RAILROAD SPIKE SET PROPOSED EDGE OF PAVEMENT ~ ( ~ ~3~ ~ ~ 00 PEAK FLOW NOTE FOR HASH COUNTY: S.R. ~
ERR o EX,RAILROAD SPIKE NLS 1 NAIL SET EXISTING EDGE OF PAVEMENT , v THIS SITE IS EX M M Ell e~; ~ ~h E PT FRO PEAK FLOW ATTENUATION UNDER UDO I2. ~ rJ
ONE OVERHEAD ELECTRIC G ~u ~ ~ ~ 3.3.2.B.V. A5 FOLLOWS: OVERALL IMPERVIOUS SURFACE 12,6 Ac./ TOTAL TRACT m
CP a COMPUTED POINT ,BCb(-- BUILDING SETBACK LINE ~ p ACRE 89.47 ACRES < 15X, 14.10 CALCULATED AND UTILIZES THE PERVIOUS PORTIONS ~ ~ N OF THE SITE TO MAINTAIN AND CONTROL STORMWATER RUNOFF. W Z ~ ~
MOH, o GRID MONUMENT CL ~ ~ v~ ~ Z '1 ® ~
CMP CORRUGATED METAL PIPE ~ ~ - - - DRAINAGE FEATURE ~p sp SITE ~y Q ~
PED ~ PHONE PEDISTAL P s ~ _ SOIL DELINEATION LINE ~ ~ - -
~/W ~ - - ~ a E. 13EULAN ~ ~
p j - .T~-- EXIISTING ~ N 1 ~
IRON r` q5 / 30 RCP PP
PIPE ~ i FOUND w , ' 45~',, P ~ PP PP Wf W ~ ~ ~ 0 ~ ~ ~
CONTROL ~ ' O ~ / - _ _ _ WEST $EULAH ~ ~ N ROAD S,R. 1432 ~ ~ Q'
CORNER + I - ~ - - ~ _ `I I ~ - - - _ ~ _ 60' PUBLIC R/Nf } ~ 4 ~ ~ ~ _ U
I ~ - - _ i - I 4 - , ~ - \ ~ z
i . 46 075 I' ~ \ 120 , - - _ - ~ _ g I x ` - ~ - - - _ _ - , I ~ 125 - 78' 7II - ft. ' ~ r- - / 125' ---~._E - _ _ ~ ~I lad ~ _ _ _ ~ 1 NTS f cn h ~ - _ EXISTING ~ I I ~ c: <t
I I _ , _ / --a-_ / , ..125'.. _ - ~ _ !all p - w
~ r • _ 125' ~ IMP j \ ; I ~ 1 \ PP _ . 125 _ .1 , _ _ - _ - - _ _ _ ~ ~ p I ~ > ONE 25. ~ _ ' ~ ~ - - - _ _ _ _ ~ _
;I _ I i + I ~ r-----_--- - PP - _ . X25! - ; - - - - - - _ _ _ _ _ ~ Vf 1-- _ ~5_ / -I, ~ Q C7
1 0 I I WFT r' \ I I i I I I V I I I I LA ~ . Ln 69 164 I I 43 q73 I I I ' ' ' I r---------•--~ - 125'_. \ I Ir------------I PP 125!. _ - - _ Z_
i A I 1 I t\ I I ' I I 3 I I ® iA. I I ' ccpp sq, f. I ft, I 0 I I ~ p} I I _ , \ I I gG, I ~ ~ I I I 5 I r I - 1 I -
II ~ 0 I I LOT 73 I ~ i , I I 55, bl I I~ 31,179 I I I I I I I I I r--------__ / PP I I O tL 1 © I I I I I I ' IV ~ r--- ' I I i O I I ~ I I i i - r/----------~ I- 1 36r' ~ fn
j ? i 38,413 sq, Ft. i I ~ T iA. , ~ gq, ft. i 'vi sq, ft. , 31,179 ~ 31 179 I , M' tvl I vl. ft. I 0'I ~ I 0.88 Au-es I I 137 '9,P~ I I i 1.27 At. I I Q~~S. L_ ~ _ I_ efi~ sq, ft. 31,179 i I I , I I I ~ I ~ I ~ PINE vim sq,ft. i d', -31,158 i r i 1- - i- I I . I , ~ rl w ~
~ LOT 14 i >EUC ~ ~ i A I I i I I~ ~ i i \~=~-.r9f. i (~q t . i to sq, ft. ~ :141 I i 1 I i 10 I II I I I r I I I NI . ft. I p'I 31,162 I_ I ~ I I I I~ I I 1
I ~ N ' I~. I I II I I V I. P.B. 17 PG, 274 ' • ~ . . _ off, q I I I I N, PIN # 380200544133 _ _ G o, 'i.'. ~ ' 1 I + I I ~ I 70• I Ac• I I v1 I a'i 31,179 I_ I ~ 1 ~ I I I I I I~s» I I I , 9 7i Ac• I sq, ft. I vl I o-I 31 175 I_ I I I I
~ 0 A-I ~ ~ _ i ~ I I I I ' I ' I I I I ~ ft, I I I I I I I I coo>^eht©, zoos I i I I I I ~ 70• I AG• I sq, ft. i Va'i 12 ~ - I 35 623 I ~ ni~eirnta eee~IreaseP~~a~,..ll«10~ I I I I I ~I I I 9 aF
I I Q•71 AC• ~ I VI I of the eontenl of thle document, a I I j i 1 1 I i I I I I I I 3I,175 I NI e~ ft• I '~I I I a4dlllons a deletirms tc ihs doo~men6
1 1 l ~ ~ I I PP I ' I I 1 I I I I I ~~I/-1S~ ~ I ~ I I I I r I 9C~ ft, I I 0.81 At• I (~VI i I In wAole or In pon, without writtem non- ' ' ' I j 71 I I ' I ' sent of CIVILTEI( ASSOCUTES, P.A., Is ' I ~ I I I I I PROHIBITED. __J L_____ ' I I I I I I I I
i LOT 72 i ~ - 50' I ~ I I I 125' , A - .l _ r. I I ' I 125 I I I I I I I lx1 --°-J L------- I I I I I
, 34,091 ft. i ~ ~ ~ ~ I ' I 1~1 I ' 0.76 Acrd ' ~,I ~~4JI r \ ``77 I I I ' L____' I I I I I I I I - I i 1
1251 bll I '--`r L°-••-- L--- I I I I I 64 561 , - L_----- ' ~ . ~ I bq 511 74' , L----------- I I I
r------------------ 46 7q' 41' I --J I I l I
® ~ ~ , ~ 84 1 I 1 I i i r----------- _ 36 115' I I
_ I- I - ~ 37, 551 ~ v I \ ~ ~ 1 r-_-. 1 I I gq, ft. I _ 64, ~ ~ • v' I ` ~ I I I I I I 1 ~ r-------- J 1 I I I I I , r-`--_----__ I Q I
II I I . ~ I ~ ~ I 49 73^x' I .i i , I i i ~ , i ~ I ~ r-----------T I I II , I I i I I I I ~ ~ ; I i I I I I-
- I LOT 71 I ~i , i - \ \ ` \ r\ ~ , ~ ' 49 73^x. I I I I I I I I 1 w 1 II I ~ i II I I I I I I ~ I ~ I I I LQ xl. ft. ~ li ® I I I , I i ~ ~ ~ I I I I w~ 0
- I 31,000 sq, • ft, ' i ~ + , \ ~ • ~ , ® ~ scy ft. - I I PHASE III , ~ ' , 1. ~ 0.71 a~•d \ ~ . , ~ I 1.14 Ac. I I i I I I I I I I I i i I i I ~ `9 m 1 50, 246 , ~ I I I 18 ~ I I I I I I ~ I I
P Or 13 1 I ~ , ~ ~ I \ , 62, 936 , , •2 pl '8. 17 P I ' D IN AREA \ I ~ ' ft. ~ I O I I I sq, ft. I I 1 r I I I I I I ' I I I I' i ~
ZON ~g2217q i ~ i L 32 ~ ~V I \ 1.44 Ac. ~ ~ \ E A-I I I ~ 33 29 : sq,ft. ~ , ~ , , i - I 38, 981 ~ I 38,901 I I i I ~ I i i ' i I I ~ , LIJ A4. ~I I I I © I I - Ib I I I I I i I- 1 I I g9. ft. I - 1 9q, ft. I I I I r I I I ~ ~
- , - ~ I d.76 acres ~ ~ I 3 ~ • I I I I' I 38 I I I I 15 I I I I 0~ ~ - ~ , I ml r ~ 0.8q Ac• I ~ r98 I „ I 38,981 I I I I I ,i I _ ~ I. 1 i I I ~ I SVi sq, ft. r Ni 5q, ft. I - I 38,948 , I ~ i N I ~ I I Z m~ ~ N
~ _ w `___---i I I I ~ \ z_- ® ~ PP, • I ~ , I _ SPECIAL P POSE ~ ~ ' ~ , _ r------- , I 30,100 ' LOT FOR ` I I ~ i I , 1 , i mi 0.89 Ac. i 0.8q Ac. i ~I 59, ft. I ~i i ~ l w ~ I t`4 I 39 342 I _
D li' i ~ N II s ft. i S ~ I f ' ~ ~ ~ LOT 70 ' N o I q, , EASEMENT , ~ • ~ li I i I , , i , I i ~ ' n ~ ft. I I 2 Z ~ t'~y ~
L 30, 999 ~ ft. I I 1~ ~ ~ ~ I I ' I I I I 1 i 1 i i K11 II I I 1 ~-Q C '4 I I I I I I I I ~90~C. I w a rr^^ ~ \I I' I I I I I I I ' I ~ I I ~ ~J ~ I F?NASE III ~ I I I~ I
p•$, 107 12 ~ ~ ~ + I ~ I'IN # 7 PG. I 0.71 Acr..,~.\. 1 \ , • • , 1 , I I I I I I I I I I rJ i , i ~ I ~ r I I I I I i 'PP I "a,l l- ~ I I , I I I I I J I I I I
3 274 1 ~I ~ ~ ~ b ' zo602opr'32 + 2 I ~ A I . ~ 1----- ' I I j I 1 ' I I ~ I I I I I
- NF 64q ~ ' - 1 I n - A-1 N - • C. - ~ DRA N AREA ~ i to , i T 22 247, i ~ ---J I I I I I / - I I I I , ~ p \ \ --------J L_----___ I I I I I ' I ' I ~J~ __J l_____ I I I I I I ~ C
~ A I ~ I 0.51 acres . I 1 ~ . --__--J I f ~ IV
N r--------- ~ ~ NF I \ , y, ~ a \ ~9 G 5 ~ fd I 30100 ~ ~ . ' ~ 243 GI5 ~ -2,0 , „ I - ~ I I r I 1 Q
a I ~ s4. F , . CJ - ---20.-- 120' ~
I DRAIN AREA _ _ • . r ; s 19 873. sq,ft. ` ' • • ' ' ' O I7 -~iYir ~ N - ~lNl:-Bf~I~E-{-50'-P I I `I.~ I~ s~
I I i b.45 acres 1`, Z _ 1 c7~ . ' i '10 i E E ~ ~ ~ 67,035 i i , J~ 1 1 - I La„ `IJ ! 120 ~ 't~
2 O 20 SEWER - ~ 1 ' , , - I ~ ft, ~r , / ~ ~ 1201 f ~ \ 1 1 " 1 may' c~ r i - ~ 0 1~1 -„~,,,wi-
Ti I 130 135 55 lam ,I i , r--~-- I ~ ~ ~ P ! ~ r---------.._ ~ 521 I '
I . I Tlp+l ~
1 1 1 1 1 1 I ' ~ ' 1 I 1 1 i I y
~ ~ LOT 68 ~ A 1, ~ I ~ I , „ ~ ~ , ` , ® I , ' 2 I 2 31 995 _ , . . ~ ~ I , ' _ ~ sq, ft. I i~ 30999 , I I g~ ft ~ i ~ ~ ~ i i I~ 1 ~ I• I 'i I I 1 - 1
" ~ ~ it sq, ft. I i ~ ' ~V~ I~ I ~ I\ ~ I I I ~ ~ 1 I ~-l 1 I r^ r 1 I
- I ~ ~ ~ i I I ~ , r 2 - t 1 © . i ~ 1 ~ I + 0.71 Ac. lu' I N! + ' r ~ , Q ~ ~ ~ I 1 1 1 I I 1 I ~ I I 1 1 I 1 I 1 1 1 I I I I I I ...~.z-~~ +~I
~ l it I~ I 31,000 1 I I I J ~ t '020 1 - I I I J l I , ~t, - , 'I Imo. ~ sq, ft. I ~ 1 ~ II I ~ ~ V ~ ~ 9G,: `t. ! o I I ® 1 I 1 I I 1 I I 20 _ I I I ! 1 ® I I 1 I I 9L: ~t. i 44 269 I I 1 I i 1 I 1 I I ~ I V r I 43 9 I I 1^ ® I I
_ ' ~I ~ ; i , 13C+ 748 sq, f . ~ ~'~2 i / I . ~ ~",4 1.Z~ ~ I~ gq, ft. 1 r f i~ 421673 l i+j 41,876 ; _ I 41,080 I I I I II I I 1 'i , , ~ ~ I ~nl sq, ft, I ~9, ft. 1 _ I 40, I I I _ 1 a
ll i I ' ml O.q7 AL. I R1 O.A(e At. i s4' f~" I 6'I !Q, ft. ' ~ I I . I I I I I I ~ I I ~ I Q_A2 AC. I 1 ~
I C 1 ~ t I I \ I I I , I I 1 I I j I i j I I i i j j ~ ~ I SQr i I 1
1 I ~ 1 1 ~ \ I L--- - I , 30,997 sq, ft\ , ~ 1~YP. , 83 I , , I I I ~ I ' ~ I I I I I 1 /~p~ 1 1 I SL•iL:Lms. , I. I I I I I I I I I I I I I
- ' ~ ' ~ I 134 7~ ~ ~ i PHASE P4-IASE II I! I I I I I I I i 3 I I I\ I I r I I r i i I I II 1
I I ' ~ CA ROAD _ r , I •I I j I j I ~ I I I j j ~ ~ I ~ I ~ ~ I
0' PU9L1G ~ 9 , ~ 1~ , ~ 5 7 C?g ~ 11 , I I I I I I I I I I I I I .I I I 1 I I I ' I I I I I I I I I I I I I I 1' I I I I I I I I I I
I 13 , . _ 2 I • I r-~'_ I ry alq i ' ' I I 1 1 I I I ~ I I I I I, I I I 1 I I I I I I 1 1 I 1 t---~------"~ t-----------J u--~- ' ' I I li I p
I I UI i ~ ~ ~ 1• -------J ~_----------J ~-----------J J 1 PP I I AK
~ ~ ~ _ 1 I r-------. 272' I ~ r ~ I + r---- II i ~ J ` MUGGY 272' I~ 1 ~ r` 2 1 ' 1 ' 1 ' 120' I ' I ' 301 I }-r
FRANK L. DORTNY 5. W NGO ~ I _ I , ~ I I I i r XLE 81'17'10"W TOTOA 112q. ~ 30 132~~---------------------- Z .
PIN u 380200533279 , 20 SEWER ~ ~ ' I I ; ~ ® i' -FOUND .B. 1285 .660 I ES1;1T. + li li 1' i li I i 91 460 ft D PG , , ERR IRON BUGGY ~ z I 1 AXLE ~
A-I ' ' I li i II ~ I ' I ~ ~ ~ ~ . ZONE , LOT bb I + , + I ~ ~-~-~L~ 4 I I I PIPE FOUND ~ ~ ~ I POUND
~ 61969 sq, ft. i i i 4 I I 4 II II 41 i i ~ I 0 ® I PA I I Q TT E G. JOYNER I I BOBBY G. MODRE z 4 Q
TAR/ ~ ~ 1. ~ ' 7 380 s I X39,992 gq, ft.~ ~ 40,462 sq, ft.;~ I ~ • N I I ; ~ , q, ft,~ , I I PAM BUFFER.- ~ PIN ~ 380200721494 ,n I ~ z ~ z N to 0' TABLE d. ~ PIN it 38020072982q ~ ~
' ~ ; , '10,85 Acres ,A , ~--ASt~ i - II 9~97~;t ~ - ~ , 1 . I I li N i li II II 1 i I BY WILL I-7 -32 OI ~ LOT I z n z F-4'~ ZONE A-I CURVE LEN6 RADIUS CHORD BEARING - wl ,u ~ p g 7 I w ow ~~n'A:
19 ~ I . , , I +4 I I II •3 . 2 PG. 284 N z ~ z I z N C 43.42 30.00 39,73 N28 54 42 W tY i)= N ~ ~ ~ ~
I 4 I I , . 1 1 I I I 1 1 4 I _ _ G2 41.34 30.00 38.14 1 II Na ,n ~ ~ y ~ _ ~ W
I I 1 1 1 I I I ; I I I I I I , ~ 1 , 4 I I I I 1 _.-r' I " U 501E INFORMATION BASED ON USGS TOPO U z 0 Z ~ C3 45.75 30.00 41,45 N5I'34 32 E q _ ~ ~ a
- I I I ~ I I DITC+~ G9 51.05 285,00 50.98 572'59'18"E Q ~ THIS SITE N ~ ~ v - Q tp AS NOT BEEN CHECKED FOR N Q z Q z Q~ CIO 53,08 285.00 53,00 562 31 17 E ~ a WETLANDS, SKETCH MAY CHANGE AFTER c w Z w - w ? h i
- SEE SEE SHEET 2 PLEASE SEE SHEET - - ----~--------J , CII 31,55 35.00 30.49 531'21'55"E w_ WETLAND DELINEATION, ,N In z N z N z Q !
I 0 - , 2q I - 101' SHEET 2 F 2 I 4 129 2 Cross Section ~ > , G12 71.81 50.00 65.79 N46'41' Ib"W (p ~ W ~ w ~ ~ -
129 - ~ a~ 60,72 554 46'49"W ~ ~ ~ ~ d ~ 0.r y 0 I
Material t..-- C14 100.64 50.00 84.49 540'16'25"E 3 .I Variable , I CI5 19.01 25,00 18.56 N , 6 0914 W A
stapled in in CI6 120.68 335.00 120.03 X4'41'21°E GENER L NOTES:
place - ~ CI9 61,23 300.00 61 I 1 11 I. TOTAL NUMBER OF PROPOSED LOTS = 74 6 ,2 5080446W
min C20 22.03 350.00 22.02 SI2'0T23°W SPECIAL PURPOSE LOTS = 4 , ~'~,,r.
- - ]114_1]('' PROP . OSED BUILDING LOTS = 70 ' ~ II I- i - - I a~k~~ I II ~ _ G21 49.40 350.00 4q.36 SOb'Ib'35"W , ~t~~
I Levelli 1' _ p I~-'III 111 _ - I--- = I' C22 47.12 30.00 42.43 84 •4 I " 2. CURRENT ZONING A-I JI~ - 2b02E L ~I) I~ _ ~I I I I- I ~ If.
of spreader - - ~II I I _ ~ T 111 C23 47.12 30.00 42,43 84T13'58°W 2. Mli!IMUM LOT SIZE = 30!000 SQ. FT. I~ ~11=~I~I~_ ler- tl1~-11~ - Ir I 0 4 I s A C2 2.03 25.00 20 41 ETB CKS:
Grad~-The grade of Ute last 20 t'eei of the diversion channel should provide «~~~I ~~I1 N68'0817 E 1 , ~ > ~.v ~r I I FRONT 50
Level Spreader (not to scale) a smooth transition from channel cede w level at the s reader, The cede of the 8r P 8r erred i ~ - i , ~ . { - 6 min C27 75.80 50.00 68.75 N45'39'46"E SIDE CORNER 25' • 'tf,+a~
spreader should be 0%. C28 42.10 50.00 40,86 866.47'15"E 3. ALL CONSTRUCTION TO BE IN ACCORDANCE r
Figure 6.40b Detail of Ic~el apreaderaos: C29 27.55 35.0() 26,84 Nb5'13'04"W WITH NCDOT AND HASH CAUNTY BUBDIVI510N Icwel spreader aoss section.
~ ~ S reader li -Constrttct th 1 v ~~~r,,. ~,1,v.,>. ~ , ~„~,.C , • P P e e el hp on undtstttrbed soli to uniform height and Vegetated ~ ',"",11~ ;';+~s ~'a =`Transition zero grade over the length of the spreader. Protect it with an erosion-resistant C30 47,12 30.00 42.43 539'46'24"E ORDINANCE STANDARDS.
diversion , M t0 0 grade material, such as fiberglass mattin , to event erosion and allow ve elation C3I 21,03 25,00 20.41 N7I'0T55"E 4. OWNER/DEVELOPER: Drawn b . C32 55.82 50,00 597 I II EASTERN LOG SALES ~
~ 1 a4 become established. `~b ~~A 5. Di rse runoff from the spreader across a properly stabilized slope not to 2• 879 OI 12 W P.O. BOX 7723 TH ~ C33 64.77 50,00 6034 N31'53'07"W ROCKY MOUNT N.C. 27804
exceed 10%. Make sure the slope is sufficiently snwoth tp keep flow from con- C34 62.70 50,011 58,67 N41' ' 7" ~ P P 085 E PH A roved by: ONE 252-443-4040 TH
~r'~""'1' .1~+~-. + war y`~••' ~ Outlet area-The outlet dis osal azea must be enerall smooth and centrating, C35 55.20 50,00 52.44 871'18'04"E 5 I
1 {Ir•~I,~„j,,~t w,, W ~ , ~ y - well-vegetated with a maximum slope of 10%. C36 7 L NEAR FEET OF ROADWAY PROPOSED 2 .55 35.00 26.84 N62'13' 5"W ~ ,,AGQUELINE DRIVE ~ 1,024.27 L.F, Date: 6. Immediately after its construction, apptopriatdy seed and mulch the entire C37 47.12 30,00 42.43 550'13'36"W =HARVEST DRIVE = 2 605,27 L.F.
.IF,~, .fir' >A,,. ~ Stabilized „t1. ~ r w, gip e Vegetate all dtslurbod areas. ' 7-01-2005 disntrbed area of the spreader. G38 47.46 30.00 42.66 540°05' b"E aSENECA ROAD = 427.26 L. F,
C39 40,75 35.00 38.49 N61'I4'II"E =SAVANNAH COURT = 545.03 L.F. Job name:
table a`' ~I• Mir'. v,.• ~'j . w+? S , .4 undisturbed „ d.. ~ 1w aintenanee Ins t level readers after every rainfall unW vegetation is established, and C40 59.95 51,00 56.55 561'33'14"W
' Construction Maintenance ~ L ~y. 1. The mattmg should be a minimum of 4 ft wide extendin 6 inches v r outlet 4 i d. zJ.• K,. ~ g o e the ~ ~ C41 159.25 51,00 102.00 NO4'40'57" b. TOPOGRAPHIC INFORMATION BASE N FI WOMB~EI30UN2.DWG - promptly make needed repairs. After the area has ban stabilized, make peri• I E D 0 ELD
1„11•~ rl' t" I• ,,1,,,'t" rl' ~ " t.J ~''~~,~r lip and boned ti mctxs dee in a vertical trench on the lowered e ~ Th I, ~ Specifications P g . e upper `t'' til~~ "I"' ~ ~ ~I, t"'~ ~ ~ " edge should butt a t smooth] cut sod and be secure] h I ' G42 47.21 30.00 42.49 S49 30 4i' W LOCATIONS DATUM SCALED FROM USGS odic inspections and keep vegetation in a healthy, vigorous condition. G43 27.55 35.00 26.84 518.39' I5"E TOPO BHEET REDOAK
al ,,I,., „ , t1, \V g~ Y y e d m place wllh 11~ yJr„ a" 1W' 4j l,. ~ closely spaced heavy duty wire sta les at least 12 inches Ion . G44 25.09 50.00 24.83 N26'gg14511W Scale:
SI-IEET. 1~,~
~1-. p. _ References 3eferences Surface Stabilization C45 92.81 50.00 80.05 N40'43113 E L Li Vi)
k 2. Ensure that the der li is level for uniformspreading 1 t „ ( ~ P of storm runoff. 6.10 Temporary Seedin C46 91.78 50.00 79.43 500'30108"E 7. TAX ID NUMBER 380200743191 (V) Seeding C47 21.03 25.00 20.41 N27'59' "
4h 16 IAN 3. Construct the level spreader on undisturbed soil not on fill 6.11, Permanent Seeding 25 E SOUTHERN TOPO SCALED FROM U.S.G.S. TOPO
8. ALL CORNER LOTS TO ACCESS INTERIOR ROADS.
Runoff Control Measures Sheet No. 9, A FULL SOIL REPORT AND SITE REPORT WILL
Figure 6.40a level spreader is designed to disperse small volumes of concentrated now aaon 21"Sk pee. 4. Construct a 20-ft transition section from the diversion channel to blend 6.20, Temporary Diversions BE PREPARED FOR TNI5 SITE.
smoothly to the width and depth of the spreader. 6.21, Permanent Diversions 1 I of
..mow

LEGEND O
~ I TAKE SET PLEASE SEE ~EET ISS RON 5 ® TAR/PAM EIS c EXISTING IRON STAKE I OF 2 Q DITGN _ - - ~ N
PKS ~ PK NAIL SET BUFFER EPK ® EXISTING PK NAIL I I I L_--
PLEASE SEE SHEET J PP ~'0~ POWER POLE u+ I~----------J _ _,-r-. I OF 2 - , ~ _ . T37"E 101 ~ ~ r m ~ _ S.R. 143 y _ r. -E-~
R/W RIGHT OF WAY r----- II I~ I - - . RRS • RAILROAD SPIKE SET I A ~ 129 r '~"-78 _ _ I ~ L r~ ~
ERR a EX.RAILROAD SPIKE PLF~ SE SEE SHEET 2 O I 2 ~ ~ r ` ~ rr~ I. N ~I ~ ~
NLS ~ NAIL SET I I r ONE OVER~IEAD ELECTRIC I r--------- ~ ~ I ~ I l I A Z ~ o N
I JI' ~ ~ I I I y~ I I 1 GP ~ COMPUTED POINT I ~ I Q I I I I I I I I ~ N ~ z
MON. o GRID MONUMENT y ~ ~ ~ ~ i ' i ~ / i II PNAcjE ~ ~ ~ 1 I , , , I , IFi I I SPECIAL PURPOSE LOT I - SITE ~ Q _ E ' IFOR USE AS STORMWATER I ] II ' N VATI N" ' ~ ~ ~ ~
II LOT 65 I i I , / I , 1 II GMP CORRUGATED METAL PIPE { , GO SER 0 ,
PED ®PNONE PEDISTAL I 61,276 sq, ft. II I I ~ II / , i IIN I IN li D 47 i 'n I L T ~ E. B~ULAI~ ~
~ , i I ~',"~~~.OT 45 ~ i LOT 46 i~ li I I I' I 30 s ft, I ' 30 013 ft I- I T 46 I 83,832 sq, ft. , N N aq, ft. ~ ; 1.92 Acres ~ ~ 00
, I N I ~ I, ~Q a l u I ga, , I r I Q I ~ I I SL.Y3i..~~1 Q~ I ~ I ~ v rn e-~ _~,~I I AREA OF THIS ~ ~ = w ~
I w I r I I I I I. JI~LOT NOT TO l ~ w N
O 'I II ~ 3~1~ a ftlf , II , II I I I res I I "1 I I I ' I )~E'~IJSED IN I i i A ~ ~ LOT 1AREA CALCULATION ~ O ~
/ I ~I I r ' I I I ' I I I I I I F013-Aa(EIZAGE SIZE. I ~ . ~ - U l
it I I I ! I II I 0/ I I I , n ' ~ ' ~ I I ' I
/ I ~ _ I ~
I , `t G~2 \ I cv CREEK IS PROPERTY LINE ~ Z ` ~ i CREEK HAS BEEN FIELD LOCATED. ' Q- P'
I I ,p ~ 150 I I I _ I rw ~ I
w~ I i ~ S ROAD - I ~ I NOBB
~I 163` ~ (n Q AR~ - ; n~i m w Z C3 \ ~ , , -
'I LOT 64 , 0 ~ I 60,139 sq, ft. ~i 50' PUSLIG RAW ~ 10^1 10^ QS FFER~ ~ ~ ~ ~ ~ 0_
b i I.37 Acres i ~ ~ ~1 1001 .100 i ! , II 3 ~
'O tl ' of IRON _ i i ~ ~ ~ 1; ~ I I - ~ I I O
Gt PIPE w i i ~ I. ~ i r------^~ r- ~ 4~ ~ i _I ~N _ 1 I -
FOUND ~ I I - I~ I r I ~ 1~ I s ~ II ~ ~ m + II II _ _ ' ~'J- -I-.'_ ~ , I ~ I I ~ I I t 46,458 pq, I II ~ cwrTEKt ©soG~hs, P.A.
f - II I D I, I I~ I I I II I I 11 I I I ~ l I I All Rlghle Rnerved. ReprWuction a use l t t I ~ of the content o1 lhle document, or 1
s - I / II -f j I / I i ~ II I I ~ ~ I'---~-------- II I I i - I I _I I , t` , ~ - - addltlone a deletbns to this document, 1 t 1 - , ~ \ {n whole a In pat, wiUout wrltlen con-
' r I j I I I I 0 - ~ 1 V ~ ~ I I ~ \ t , I w sent of gHLTEK ASSOCIATES, P.A, le I \ I ~ ' ; ~ PROHIBITED.
I r I~ i I I jw I L
~ -------X1.6__-----~ ~ , I I ,w I G ' iw i LOT 52'w {LOT 51 I~ i LO i ~ II _ , L0~~53 A I W{ I , ~ I~ 13 e t 3~,60C ,Ft. 1 ~ I o~'v PLANTED HARDWOOD B ER 30' IN WIDTH { LO i -OT 49 - ~ ' ~ i N ADDED TO EXISTING 5TR M
I ~ I ~ . r I 3Q,962 set fti, X2,600 sq,I . t21~ a IF I d O ~ I _ I I 3~,bOC I~Ft. I s ft. ` ` I ~ ,2 3 a I ~ t\ { , Z' THAT IS CURRNETLY NON- PEERED.
ty I I ~ ~ _ I I X0.74 Acre§ 0"7~ r~`~' ~ I n I ~ ,~.I A ~ I I I I ~ I I~ 0.94 Acres . ~ I I , ~2. ,
A` I ? I N I I' I I I 1 I i v ~ I -A I N i ~ I \ I i ~ i I I I , • ~ _
I I I 1 I - -t _ t--- t i .I w PATTIE G. JOYNER 1 _
I \ i i ' I ~ , I II I I ?11 I ~ 1 ~ ( I I II ~ ~ I I I t ~ PIN # 380200721494 I I __1 ; I ~ ~ RY WILL I-7 -32
1I I , I , . ~ II I 1 1 I I I ' ~ ' Z ZONE A-I GU V TABLE
i ~ `•1 LOT 69 ' ' I I•----- ~--------J --J t 160,002 sq, ft. I ~ J 100 t CURVE LENGTH RADIUS CHORD BEARING
/ I I 1001 1 ~'h`,L36 Acres , Z, 1 0, 1 1 ~ II II ~ I 2 , ' 100' , 6 ' ~ _ GI 43.42 30.00 39.73 N '4 , ~ 28'54 2 W Q 100 ~ ~
~ I ~ I - I \ I A 1 ~ __t_ ~ C2 41,34 30.00 38,14 ' " ~ ~ . / 4 30 I { n , , TAR , ~ C3 5,75 .00 4.45 N51 343 E 2 ~
_ 1 ~ I I I ' ( ; PAM P, C9 51,05 285.00 50.98 572'59'18"E ~I
I ~ I I I I I I I I I I I I I I ~ i i UFFER ' I 0 { ~ I \ G 0 53,08 285.00 53.00 562' 1'17"E I <J I { 1 . t CII 31.55 35.00 30,49 531'21'55"E ~
~ I m I I ~ ~ ~ I I I , I I I / I 1 I I I I I ~ ~ I 1 ~I
1 -----'I I I I I I I , ~ ~ 2 .8 .00 65.79 N46 41 16 W q~ I- ~ 1 ~ ~ " I ~ _ ~ G13 65.26 50.00 60.72 '
II ; OT 54 'I ~ - ' ; I I , , ~ \ 554 46 49 W I LOT 56 i I . ~ C14 100,64 50,00 84.49 540.16'25'E N
1 r_.-_-- ~ ~ 14 117.50 sq, Ft~ I i ~ , LOT ~ ~ ~ I~ ' LOT 55 N ; 60,028 I I I { n v Cl5 19.01 25.00 18.56 N7 ' I i 60 028 ft. I , LO 5~ , ~ 609 4 W
li ; A I ~ ~A. 142,117,50 ft. I I I ~I , ~ I I I . ~ ~ ~ 'I ~ X50 375 ~ ' ft.' 1 I " N 0 'N ~ 1.46 Acres i,,. r 1 ~ CI6 120.68 335,00 120.03 564 4121E
I I , Q•q6 Acres , II ~ 1 I { g C 9 6 .23 300.00 61.12 508'04 46 W ~ { ~ ~ • \ c
~ ' ~ II ; I I I ~ w- I I• ~ I I I I, C20 22.03 350,00 22.02 512'0723"W I ~ o 0 A , J . - C21 49.40 350.00 49,36 506 16'35' W
I ~ V 1 s ~ W ~ ~ t~ ~ C22 47.12 30.00 42.43 542'46'02"E U
I'--___---- I I I _ t C23 47.12 30.00 4 4 ' " ~ N 2. 3 54713 58 W yJ
LOT 62 I ~ I 12P `I t' ~ ' 60,002 eq, f . i _ 121' - ~ ~ ~ C24 21.03 25.00 20.41 ' 17"
, ~v 1281 ~ - ~I J.~ ~ _ ~ a• CC~NG E N68 OS E i ~ ~ C25 49.50 50.00 47 ' " ~ ~ _ _ ~ oq MENT ~ W
I I ~I~,~---'-- I ~ C26 7109 50.00 FOU 65.25 ~ ~ O
~I 50' P I" ~ C27 75.80 50.00 68.75 N45'3q'46 ~V
I~ I, ~ 3211 , I I ~ 170' CRETE 321 ~ _ _ G28 42.10 50.00 40.86 566 4715E ~ ~ C29 27.55 35.C0 26.84 N65'13'04"W
1~ ~ cr- I I C~I M UMENT ~I I I I FOU . ~ - I ~ 1 ~ ~~1 ~ ~ I I f ~ ~ 1 ~ • C30 47.12 30.00 42.43 539 46 24 E
innRfly 1 1 1 I II ~ t ' ~ G31 21.03 25.00 20.41 N71' '5 '
PIN 360200533279 1 a, • i _.y ,.w: LOT B ; 1 I • p2 55.82 50. ~
P.B. 17 PG. 126 ~ I , ~ G34 ~
~~PP I I i " ~ C35 55.20 50,00 52.44 S7i 18 04 E '
r-'-'_ ~ I ~ I I p I I ~I ~ ; LOT 58 I ~ G36 27.55 35.00 26.84 N62'13'25"W
II I ~ 146 690 9G, ft. ~ ~ ~ I I r ~ - I G37 47,12 30.00 42.43 550'13'36"W C38 47.46 30.00 42.66 540'05' 6"E
II 9 II I.07 Acres I , ~ I BRAN7~LEY F L~ NT~EY F LY PARTNERSHIP ~ p9 4075 35,00 38 49 ' ' "
~ i 61 I ~ i 1 PIN >ti I LOT , 1 i ~ 17 PIN ~ 1880 Nbl 1411 E
,56,473 sq, ft,l ~ ( ~ I D.B. 85 I 1.29 Acres ) ~ I / ~ D.B. 1857 , 206 C.40 59.95 51,00 56.55 1 '14"W C41 159,25 51.00 102.00 '40'57"E
III ~ ~ \ C42 47,21 30,Of~ 42,49 S49'30'41"W
~ ~I ~ L---- I 9 / \ CA3 27,55 35. 26.84 51839'15"E C44 25.09 50. 24.83 N26'49'45"W
I I ! / I I r I CA5 92.81 50. 80,05 ' N40'43'13"E
I J I I ~ II / I I CA6 91.78 50. 79.43 50030'08"E
I I I I 11 ~ / I / 1 I Utz 21.03 25.00 20.41 7'59' 5"E
~I 1 1 I / I~ II / / / / ~ IRON / / I / / I
PIPE li?/ > ~ , I N F-
FDUND - 'I ' ~ / / I / / / I ~w
1 ~ ; ~ I / I I / / / 1 ~ I , ; I, LOT 59 ~ w~ a~
5 I, ~ / ; ~ 149,187 scy ft. 1 ~S ~
; ,'f' I 11 .w ~ I m~ ~
~ I l ~ { ~z s
. ~ u ,~8z{'gb 24 E 583'1 '48'~E 46 24 , 204, 8' 2031 ~Q s7 s w
$x,241 201 116.19 wu~ WOOD LINE N cN
PROP05ED RIGHT OF WAY N WQ
~ I FAQ ~ - 20 ACCESS EXISTING RWHT OF WAY I I RMATI ~ ~z ~ SD L NFO ON BASED ON USGS TOPO ~
~ EASEMENT PROPOSED EDGE OF PAVEMENT THIS SITE HAS NOT BEEN CHECKED FOR ~
WETLANDS, SKETCH MAY CHANGE AFTER
u F EXISTING EDGE OF PAVEMENT WETLAND DELINEATION,
~I BUILDING SETBACK LINE
r 501E DIVISION TYPE SYMBOL, SEE
- - DRAINAGE FEATURE U,S.D.A, SOIL CONSERVATION SERVICE _ _ MANUEL FOR EXPLANATION OF SOIL TYPES.
SOIL DELINEATION LINE
WpODLINE SaENERAL NOTESt
"SPECIAL PURPOSE LOT A FOR N~~,~VATiR ~
SPECIAL PURPOSE LOTS - 4
LOT 60 PROPOSED BUILDING LOTS - 70
302,273 sq, ft, 6.93 Acres 2. CURRENT ZONING A-I
1~ 2, MINIMUM LOT SIZE ¦ 30,000 SQ. FT. Drawn by.
AREA OF THIS SETBACKSt TH FRONT 50'
LOT NOT TO REAR 30' Approved by:
SE USED IN LOT AREA CALCULATION SIDE 15' TH SIDE CORNER 25'
FOR AVERAGE SIZE. 3, ALL CONSTRUCTION TO BE IN ACCORDANCE Date:
WITH NCDOT AND HASH COUNTY SUBDIVISION 6-16-2005
ORDINANCE STANDARDS, 4. OWNER/DEVELOPER Job name:
_ . EASTERN LOG SALES
P.o. Box 7723 WOMBLEBOUN4.DWG ROCKY MOUNT, N,C. 27804
PraONE 252-443-4040
5. LINEAR FEET OF ROADWAY PROPOSED Scale:
PRELIMINARY PLAT HARVEST DRIVE = 2,605.7 L.F, 1°=100 H
AA AH T F SALES RECORDATION OR CONVEYANCES S V NN COURT 545.03 L.F. ~ ~ HOB85 ROAp • 427,26 L,F, (V)
CONCRETE I I 5ENECA ROAD - 513.13 L.F.
MONUMENT E JOOUILINE DRIVE ¦ 1,024.27 L.F. 4T
IRON FOUNDM~- STAKE - G. TOPOGRAPHIC INFORMATION BASED ON FIELD Sheet No.
FOUND g0,2I MRS PLYER WEIRS LOCATIONS DATUM SCALED FROM U5G5 WEIRS _ TOPO SHEET REDOAK
Ng5'2~I'A2°w 3 PIN # 380200324320 0324320 7. TAX ID NUMBER 380200743181 of
NO DEED FOUND XJND

N IRON O
FOUND p N
IS$ • IRON STAKE SET ~,~.~,v WOOD LINE
EIS • EXISTING IRON STAKE PROPOSED RIGHT OF WAY I D1 ~
PKS ~ PK NAI 5ET EPK A EXISTI PK NAIL EXISTING RIGHT OF WAY S.R. 1437 ~ -4-~
PP ~ POWER POLE q ~ m
R/W RIGHT OF WAY PROPOSED EDGE OF PAVEMENT RRS • RAILROAD SPIKE SET m ~ ° N ~t ~ ~ ~
ERR • EX.RAILROAD SPIKE EXISTING EDGE OF PAVEMENT WZ o N ~ Z .y .a
NLS ~ NAIL SET SITE Q ~
ONE OVERHEAD ELECTRIC BUILDING SETBACK LINE CP 0 COMPUTED POINT '&bl- o ~ _ w _ ~ Cla ~
MON. a GRID MONUMENT _ _ _ CL DRAINAGE FEATURE m ~
CMP CORRUGATED METAL PIPE " E. BEUI<AN ~
K PED ®PHONE PEDISTAL L SOIL D INEATION LINE r l / WZ ~ N - .m o0
- ~w ~ XIS1-LNG E S rn rn w~
- ! L lg 30 RCP ~ W ~ N
P r I PK P 1 "T86 _ IRON I _rj - \ WEST BEULAH ROAD ~ N ~ ~ H
PIPE , - - 57 i I (60' PUBLIC R/I a U ULAN ROAD S.R. 1432 ~ • PI - 1 IS~"ING ~ .0 EX PUBLIC R/W) , q 3 = Z
FOUND 1 - t* K E - \ CONTROL I ` ® A. ~ \ , - II ~ ~ NTS rn ~
I KS 1 n CORNER S 78 J I _ 10 ~ ~p L I IS RCP k ~I ~ I I . C Q W I ~ ~
1 J P 125 - 1 - - 467 ~ Z .36 K ° I II ST8 I --------ww m o
I 48,0'!5 I ,z, ~ ~ 1 IZ5 I - _ , ~ _ 0711 F ~ _ I ~ ~ 485 _ .10 K~ L.
~ ; ~ 2 1,.__~ 25 i 1 ~ I•IO Ac. ~ ~ - _.125. r-- .23 4 c~ I L2 PK _ .125.. - , ~ ~ ' Q t9 T V) W Z
I IMPACT y. 2Jr r / I I I i r--------- 1-,
W~. .d ' ~ , ( 44,054 + I 3, { I ~ b ; + ~ I I I r----------- ~ - D.. _ _ PP I SS
/ I ~ I I i r--~'--_ r®-- I / //ryrye~ ~ ~ /,.,n ~ rn
I .q . I r sq, Ft. ~ I ft. I I ' I ~ 179 ~ ' ~i . 8 I , ' ~ I r I I I I\. I, ~ I , \ , , Lol A~. 1 , \ I I 55,6111 i a'" ft. - X79 I - + ~ I 9 O I \ 1 I I I I I ~ r-- ~ ~YJ
lA I LOT 7G r i\ ~ ft.. i `~i~. sq, I 31,179 I 1 158 ' I ~ I I ft. + 3 r I I I 6 1 I I I~ I I j I I j ,f ~ I I I II I ~ INL 31,158 I - I 3 141 I I I '~=_l'S'----r-- ~ I ' i I 1
I ~ I I ~ I 0 , t 2004 (!q, ft, I ~ Ft. I ~ 31,162 I I I ~ I I I I I , I I CopKigh (g,
~ I ~ A i I + ~ I I I LOT I4 I X82 i \ "7 i \ + - IP I i . I I I ~ I I N I ft. I I 31,179 i Q,I 31,175 ~ J q- i i I/ i I cnnroc AssoaAhs, P.A. I I X11 I O All Rlghts Reserved. ReproduNbn a ua I N A' eq, ft. I I ~ I I - I I I I I N tti Ft. I I i/+.t.L~G7~+ ~r I I of the content o! thb docunent, a
p~ I I \ I r 9 I I I I P.B. 17 PG. 274 ' ~ I ~ .I . ~y\ + - _ I l ~i v. •'l7 I• I 1 I i I I 9. I ' I 9e I I I I 1 I I 0.71 AC. I N I ~ I ~ ' 3 j i/ addttlone a ddellons to thla document, ~9 I I I A,, N ~1 I I B I I ~ i I ~ I I Q.71 Ac.. I I 31,175 I N ~ ft. I In while « in part, w(thout erltten con-
N PIN #380200544133 ~ - \ / ~ • • \ + , I , I I . I I \ ~ j I I ~ I I I I I I sq, ft. I I I n sent of dHLTEN ASSOpAIES, P.A., M I I 1 I I I I I I PRONIBITEO.
s ZONE A-I _ , _ / ~ + •i ' \ I L _ I ' I I r - ~ • • ~ I • °-J I I I I I ~ I I I I I I 0.71 Ac• I I I i I I I I I ' j
j p ~ \ `~j.` I • • ~ I ' , ~ 125 ~ \ 1 _ _ I I I ! I I I I I I \ I i - `~J I I\ I I I I I I I \ I I I I I I I I ------^I L__-__ I
I _V • • I i\ \ 1 1 LOT 75 I r., I \ I \ \ 125 ----J L_____------~ ' I I I I I 125 611 I 1 ~-------~°-J L--j--____- 1 I \ I
I 34 091 >!Q, ft. I ~ ; I ~ ~ ~ - 64 56 69'\. 11 , -J t.____-- _ 1_ .'i NON-BUILDABLE 74--- d61 ~ , ~ 1
I Y+.(SL.O~LtiIZ \ I . , I I I q ~ ~ - AI 841 ~1 I ~ - `i r-----------i r----------- II I
I i / I I ~ r----____ ~ ~ ~ J
' . . . ~ I I ~ \ I ~ \ I 37,551 \ ~ ~ / i \ , \ \ ' I \ I I; \ I I I I I I I ~ I I ~ , I, l , I I I I I I I
I I I I I , , ~ I
r-- 'c 1 ~ I I o ~ ~ , , \ 4735 ; I I I ~ I , T - ~ ~ I ~ x . eq, ft. ~ I 1 I, I I I I ,PN 1 , I I i ~
~ 1 - , I I ~ ~ ,~.L4.1~, I , 24G 1 31,000 s2p, ft. I ~ IL--= ~ ~ . ~ ~ I I 938 ~ \ \ ~ r I I I I I i` I I i I i I ~ I I I I I I ~ I ,246 , ~ I ; I , I I'~g I I ; 4 ; I ` m I~~
I ~ \ I \ , 1 ~ , , ft. ~ I g r , ~ \ , , 1~ I 1 A 1 ~ ~1 />6 A ~ I ~ I ~ ~ v 1 •~{4 AGk. V A \ I I I I I I I I I I I I, i i ' ~'I ft. ~ I I r~ I I X1981 i I 38,981 i i ~ I I I •I I I I /l I v1
PIN .8. 17 PG - ; I I - I I I I LL I sq, ft. I sq, ft. I I I I ~ I I i 1 1 1 a N I ~ I ~ I - 38,981 l 38,981 i i i I I 1 I I II ~ ~'`I
1 I I I Inl 38 948 I I n E'~I 0 t. I Ft, I I . \ I I ~ f ~ _i ~ F'^ I i i I I I~ I~ 0.8Q Ac. i sq, ft. i ttd 342 . i ~ i ~ ~
- I ~ ~ 0 I ~ ~ Pr' NAME I ` y I _ I ~ P ASS II ~ I P ; \ = I ~ I I I I saa~~"" I fQl I f' I ~ I I O \t I I. I I I I i I 1~ ft. \I i I N #
tT - - i i 30 100 ~ I ~ I A ~vv ~ v I 1 .I --2 - .I , , I I \ I I , I , I , I , I I ~ ~ ~ II ~ I I ( ~ I ~ I ~ I ~ I I ~ 1 ~ 1 \ I I I I I I I I .
I I N ft. I o ~ ~ ' I , I 0 p ~ 'sW \ I 102 ~ ~ ~ I --~J,. \ / ~ I\ 'v LOT' I I ~ I \ ~ ~ . 1 I r 7 i II I I I 1" t I I I I I I l I I 1 I I I I~ I I I I I I F
I I I I_~.I I ~ i , i , 1 , I I I d IJ I I © I ~ I I I I I I I I I I \ I I \ I I 1 I O I I 0 I I I I N tln `}J
p. Or 12 I 1 . ~ ~ ~ ~ Z ~ - B. 17 I F ~ - \ ~ -J L--- ~ I I ~ I ~ I I ~ 1 ~ I I I v 1 [
~ , SIN J! ?7q ; 1 \ , \ ~ I O --J L_..__ I 1 ~ \ ~ ____-_-J - I r~
ZONE q-I 26gq ; _ - - ~ I NON-BUILDABLE ~ \ ~ ~ ~ \s ' \ - , w I m I { SEWER REP R \ ~ ~ 1` . ~ ' ' 7 i ~ . ~ 1 46 43+3 ~ v1 . / 1 '
s eI,Q_____ ~ I I A MAINTENANCE 1 ~ ~ ~ ~ ft, ~ ~ 1 0' I t: 1 V N
N - I E ~I 100 I ~ \ ~ r - 1 D 30, I I AREA. ~ ~ ~ . ~ I , lCI, ft. I $ 75,420 ~ 120 `IJ c~ I
1 I I O.6q AtAc• I ft. ~ ~ ~ ~ \ I LOtiO~ ; ~ 1 ~ I 1 ~ . Q. ` t- .c - ° ~ 1 ~
I ~ 1201 , . 120 i rr'' \ "~1
® ~ ~ ft. ~ r I~ ~ I y~q1 ' ~ P5', 681 ~•.y ~ ~ 0 ~ G.fe . I t ~ -
I I I ICI 135 55 ` • , , I I ~l_ 206 ~ I I \ .I 1 I - r------- ~ y
~ _ I _ _ _ r- I , ~ , . S VATI AREA i I I 1 r--------- 4 I I DENR. ~i ~ i~ i I 1 i 1 'i r----------_~ , ~ 1 y~ WATERQUALITV
~ ~ IrZ(1~'-SEWERI r- L DIYIS~ ~ ~Qi I i I• 11 ~ .I I I ~ ~ r i I i \ I I I I 1 I I + I , ~1$T 1 ( I I I I I I I 1 t' I ~ I r- ~ I I -"nrrr~~ppu,,,,, 'J~ I I I O I I I f I 1 - I I 1 '"'ry~'11 ~ °J
• ~ r"~- ~ ~i it i LINE I r. _ i I , ~ ~ ~ \ , + , II 1 I ~ 1 1 1 1 ~ ~ \ I / 1 I I ~ I 1 I I I I I I I
I LOT 71 , , 1 ' 1 , 31,995 i ~ ~ I 1 I I I I I I I I I 1 I I I 1 O F I ' I I I I I 0 I I + 1 JI' I i i i I _-~----116 I i I + "i"
1 I I I I I ~ I ~ I I 1 I 1 ~ i I I I I I I 3 I I ~ I I
I 1 II i 31000 1- , 1 i 1 ~ !q, t• ~ I' I I I I 1 I 1 I I I ( I 1 ..I 11 I I I 4~ I 1 42,673 i 41,876 i i 41,OB0 I I I I I/ i I i i 4
1 ~ _ _ 78 1 1' 1 ' I ~s••~ 1 ~ ' ~ ~ I I N ft. I - I 4x,11 I I, 1 = '1 + ~I /q, Ft. ~ ft: ft. I J~~~ ~ I :lq, Ft. I I ft. 1 ~ ® I ~ .I \ "1 I ffU A,~, I i 1 I 2 I 1 u+~eee. I ~Q4 AG. I ~ I r
I I I I ' I 304 1 I It I I ~ .I I 1' i I 1 I i I I I ~ ~ ' I I I I 0.92 A~ I 39,071 1
I\~ 1 I ~ 1 I I i + I I I I Ft. i ~ 40,064 I I , 1 ~ I I I I I + 1 ~~p'~ I ft. I I ~ ~ I ~ ~1, ~ I ~ ~ ~ I O.~ AC. I ~
~ 1 I I I .I ~ I i Ic~4 I i I l' I i i v.-~~'S~u'
I LAT 70 176 1 ~ - ~ F ASE I • \ ' 30 997 eq, ft. I 134 " i + 11 r I I ~ I r I I l~ ,I ~ I I I I , ~ I I \ I I I I I I 1 ~ 1 I I ® I I I ~ I I I I I I I a I I V
1 SL.1L~ i ~ I I II I I I I I I ~I ' i i ~ 1 i i ~ i I~ ' I I I I ' ~ .I I \ `I I I I I I 1 I I I 1
' I ~E ® ' 11 Ir r I ' ' j 1 ' ~ I I I ~ r I\ I _ Alm R/W) 4 1 , , I
1(~ - - 501 r1J++Ll~i I j 1 ' I I - - ~ 1 ~ r I 1 I I 1 I t' I 1 `1 \ I I I I I I ~ I~i~ I I I I I ~ I I ~ I I I I 1 1 I I .J I L-__-__ --J L- -~r-J ____-__----J L--___------J L..__------'-J
13q I 11 ~ ___J - ~ I I I _ ~ ~
I I 1361 z z • 12 Z I ~ T al - - eucGY
I I 1 - ~ i - r" ' B Y N ~Np i i r - I ~ { ~ 11 AX E `710 W ' ~ ~ ~ ga _ . _ _ _ . _ _ ERR IRON AXLE \ 1 ~ I 1 PIPE ND
I 1 I ~ ® 11 ~ 1 ,,gr, 171 I FOU ~ / I FOUND
FRANK L. 1 DORTHY 5. WINGO , 20' SEW~t / 1 ' 1 1 ' PIN #380200533279 1 I , i i i i i ~ \ I I ESIhT. I I I I I I I ~f rb A.wa 11
D.B. 1285 PG. bb0 I I I I I I I I I i.Y1~i.>~ © I' I 2 BOBBY G. MOORE ~ Z Jf Z N i~ '~ATTIE G. JOYNER
ZONE A-I I LOT 69 ~ i ; i r i ' I i 1. ~ qa8 sq, ft. i ' I ~ 9q2 ft. i 40,412 + ; ~ 1~0 , . ~ ~ ~ 1494 In I I I PIN ~ 380200729829 z H H ~ \ PIN 36020072 Z i ~ LOT I I w ~ W BY WILL I-7 -32 t I
I 39 >!Qr ~ I I 1 1 , 1 7 I V - I ' ~ 1 1 I 1 ~ / ~ ZONE A-I u P.B, 27 PG. 284 N z N z ~ 2
1 1 JL~Y+L..ou-soc 1 I I I ~ 1 ~ A K~ I 1~ 1~ .a
+ ~ I ~ 1 I I I I ~ / l 1 1 I I ® ~ 1 I y I I I I 1 , ~ 1 I I I ® , I ~ ~ u 501E INFORMATION BASED ON USGS TOPO g
I ' 1 ' i i ~ , i i i' , 1 ~ THIS SITE HAS NOT BEEN CHECKED FOR ~ A ~ A Z A z
1 I ' EE ~EET' I I I ~ S 1 ® I 2 I I II I I I ITCH , r ~ 5 WETLANDS SKETCH MAY CHANGE AFTER ~ w Z w - w - z z ~ a D DELINEATION. o to Z N Z N z WETLAN N
1 1 I I 1 I I i 17 - - - L__...._..----___ G SOILS NUMBERED I-4 SCALED BASED ON SO a+ ~ ~ ~ 0.
- - 1011 SHELR 2 SEE I REPORT ATTATCHED BY MR. FRED SMITH SOIL ~
SHEET 2 129' _ - . ~ CURVE TABLE SCIENTIST. EACH LOT SHOWN WILL NEED TO
129' _ CURVE RADIUS CHORD BE RIG BE EVALUAtED FOR SUItABILItY.
GI 46.88 30.00 42.26 5 '17r GENERAL NOTESt G2 103.44 350.00 103.07 10'41' 9" I, TOTAL NUMBER OF PROPOSED LOtS ¦ ?3 - 2 = 71
C3 47.12 30.00 42.43 ' '
C4 56.22 335.00 56.16 7' '
C5 39.24 525,00 39.23 ' ' 2. CURRENT ZONING A-I
C6 127.77 525.00 127.45 ' ' I " 2. MINIMUM LOT SIZE ¦ 30,000 SQ. FT.
C7 138.57 525.00 138.17 148 SETBACKS: C8 I1q.89 285.00 119.01 I'II' FRONT 50'
C9 46.00 285.00 45.95 '31' " REAR 30'
CIO 49,20 30.00 43.87 1 ~ SIDE 15' , 1 ~ SIDE CORNER 251
Clt 45.05 30'00 40'93 3. ALL CONSTRUCTION t0 BE IN ACCORDANCE
CI2 18.19 335,00 18.19 7 ' ' WITH NCDOT AND HASH COUNTY SUBDIVI510N
CI3 101.39 335.00 101.00 'll' ORDINANCE STANDARDS.
CI4 75.41 335.00 75.25 I•I ' ' 4. OWNER/DEVELOPER= Drawn by. CI5 276.48 475.00 272.59 I' ' EASTERN LOG SALES TH
GI6 47,83 285.00 47.77 I i P,O. BOX 7723 4 ~ , ROCKY MOUNT, N.C. 27804 Approved by:
Cn 47.Iz 30.00 2. rl
CI8 47.12 30.00 42.43 ' " PHONE [phone]
pEer FI nW NOTE FOR NAgH fllllNT_1't 41 , p 5. LINEAR FEET OF ROADWAY PROPOSED CI9 21.03 25.00 20. .JACQUELINE DRIYE ¦ 1,024.27 L.F. Date: G20 49.50 50.00 47.50 ' '
THIS SITE IS EXEMPT FROM PEAK PLOW ATTENUATION UNDER UDO 12. 3.3.2.B.V. AS FOLLOWSI OVERALL IMPERVIOUS SURFACE 2.03 Ac./ TOTAL TRACT 1 • WOMBLE WAY ¦ 2,605.27 L.F. 6-6-2005 C21 71,09 50.00 65.25 • ALSEY LANE ¦ 427.26 L.F.
ACRE 93.bb ACRES < 15x, 2.17 CALCULATED AND UTILIZES THE PERVIOUS PORTIONS C22 75,80 50.00 68.75 ' ' ¦ WALKER WAY ¦ 513,13 L,F. Jab name:
Of tHE SITE TO MAINTAIN AND CONTROL. 9TORMWATER RUNOFF. AREAS TO CHECK BMP CALCULAT'IONS~ 9 C23 42.10 50.00 40.86 ' ' .SAVANNAH COURT ¦ 545.03 L.F. WOMBLEBOUN2.DWG
IMPERVIOUS SURFACE ROAD SURFACE 7.60 ACRF.3 INCLUDING DRIVEWAY C24 27.55 35,00 26.64 1 " 6. TOPOGRAPHIC INFORMATION BASED ON FIELD C25 47.12 30.00 42.43 I ' " LOCATIONS DATUM SCALED FROM USGS
ACREGE WITHIN RI6Ht OF WAY i.7 ACRD TOPO SHEET REDOAK Scale:
SbIEEt. 1 "-100' (Hl
IMIN PREL IMINARY PLAT .EL 7 SALES RECORDATION OR CONVEYANCES • TAX ID NUMBER 3W2007431g1
NOT FOR SALES RECOR SOUTHERN TOPO SCALED FROM U.S.G.S. TOPO
8. ALL CORNER LOTS TO ACCESS INTERIOR ROADS.
AND SITE REPORT WILL Sheet No. g. A FULL SOIL REPORT
BE PREPARED FOR THIS SITE.
1 F.

N
O 0
15S ~ IRON STAKE SET PLEASE SEE EET TAR/PAM ...--r = ~n
® - I OF 2 ITGN EI5 o EXISTING IRON STAKE _ BUFFER D DITGN ~
PK5 ~ PK NAIL SET EPK ®EXISTING PK NAIL t - I , I PLEASE SEE SIdEE ' 1 2°II 1 ' S.R. 1437 ~ ~ N d, I o
PP ~ POWER POLE I OF 2 _ I ~
R/W RIGHt OF WAY r-- ~ I , , ~ . RRS • RAILROAD SPIKE SET ' ~ ~ - ~ - ~ - • ' ~ it m ~ N
P A5E SEE SHEET 2 2 ' r - 1'~ ERR EX.RAILROAD SPIKE I ' ~ ~ + ~ W ~ ~
NLS ~ NAIL SET i I ~ r r~ M ' ~ ~ Z o r ~z y
04aE OVERNE D ELEC r- - I I (1 I I y~ I I I CP ~ COMPUTED POINT I ~ i ; i ~ i i i ~ "SPECIAL t , N SIDE R d I "SPECIAL PURP05E LOT + I ~ ] >
I MONUMENT y. ~ I i I I / I ;PHASE I I I ,FOR USE A MOH, o GR D 1~ ~ I ' ~ ' I I I USE AS STORMWATER+ i ~ ~ ~ IFOR " I I ~
MP CORRUGATED METAL PIPE I LOT 68 I , ~ I / ~ , I , COHSE G i 61276 ft. I I+ I 1 / I I I + I CONSERVATION ~ , ~ ' S0 I i B~U~A~ ~
PED ®PNONE PEDISTAL I + 1 ~ I r,r~ I I ~ I I LOT ~ ~ 83,832 eq, ft, ~ ; N
1 , I I ~.OT 48 1 1 LOT 49 I ~ i 83 + I , + 130 aq, ft. 130,013 eq, ft, I i 1 I I N I I ~ I i ' L92...Asal~ I ' rn H
I ~ , ~ i I i i i i AREA OF I i = W ~ I AREA OF THIS I I W r I 1 I N
I 1'~ I ~ 47 ' LOT NOT I , , _ I I I vim I I I + I ~1SED ~ ~ 3~~809 fb. I ~ I I I I ~~LOT NOT TO I I ~ _ ~ ~"~15ED IN 1 , ~
I I i 1 , i i I LOT lAR6 I I 1 _ U I LOT (AREA CALCULATION + 1 0 N
~ ~ - ; ~ ' I r I ~ i ;FOB-~ ~ FOB_A~AGE SIZE. , 1 2
I I I I I ~ ~1_------I I ~ i I I v i 1\lA7 ~ N w
I I I ~L.r-- r-------- I I ~ ''nn~ 8 ~ ~ , I CREEK 15 PROPERTY LINE Z 4.
I I ~ 1 ~ + ' REEK NA5 BEEN FIELD LOCATED. m O ~ / , , ~-C 1. ~ + ~ ~ _
~'l- I I a/ I 1 I 1 / 150 I I ~ ~I ' ' K-------I--~-- ~ to ~ , + 7 <C C7
u? i I }dOBBS WAY ~ W 11``~~! , I
I I C3 5a' ~1FFER i ~ I ~ N ~
LOT 67 , 11 60 13q sq, ft. 50' SLIG R/W , 100' 81 41 ~ DWQ.I I I O a. 8 41 i ~i i i ~ ~ ~
IRO r • 1 loo I 1 7 I ~ ~I loo ~ I I ~ i ; I I i \
~ PIP ~ ~ ~ \ ~ ~
~ I j I r--- i •F, FOUN I ~ I ~F,,_ ~$r' i i I + i , 1.0151 I I cmr~++®, zoo,
I I A I I I rL ..1... I ` ~ I I I I I t 46,458 ~ ~jt. j j ~ dNLtE1( ASSOgAlES, P.A
~ j ~ I I I I I j + I I 1 I I ~ I ` ' ' ' AN Rlghtt Rwwved, Rgroductbn a up I I + ` ' I ' ~ of the conieni of fhb doama~t, a I I 1 11 ~ I I oddtlonD a detatlone to thle doament,
I 1 1 , , N1 whoN a M part, Mt~out NAtten ocn- I I ` '1 I 1 ~ ~ flnt o} dNL1EK ASSOCIATES, P.A, I"
/ ` I I ' I I I I / ~ I I ~ i I I 1 I 1 1` ' '1 ' 1 I ~ PROFN&IED. I I i 1 1 ~
D I r I\ I I I I I I , ~ ~ , IMPACT ~ 2 PLANTED V4ARDWOOD BUFF 30' IN WIDTH
r -------~I(~------~ '1 I I i i LOT 53 I_ I LOT ~ ~ i ~ - t L0~~56 I LOT 55 I~ ~ I- t s ~ ' - , LOT 52 ~t , i i ~ , ADDED TO EXISTING STR 141,213 sq, ft. 1` ~ t , TH T IS CURRNETLY NON-BU RED.
W I 3600 Ift 3~ ~ °W ~ 41,213 ~ ~ I I r q62 sq, f : 2,600 sq,l ~ .;2~ ~ 1 1 I ~ _ ~ I Q+~
~ I mo' I 0 74 Acres I I I I ~ ~ l I I I ~ t
v N I i N 70 i I + I I I r { I I / I ? I I I I I I , ~ + i I PATTIE G. JOYNER
~ - i / I f ~ I I~ i+ ~ i , PIN ~ 380200721494
i./ I ~ I 1 i I i I r I ' I I I i , i ' '1 i '_1~ BY WILL I-7 -32 I I XONE A-I
1 I I I ' I I I I I 4---'-_. 'n I I I 1 _J l_-------J ~------"J ~ 1
CIO" . / ~ 1 LOT bb ~ I ~ 160 002 ft. I \ I ~ 1 ~ ~ ~
~v ~~,,I,r 1 1 I 1001 ~1 i .L `I v ~~N~ 1 \ IMI I t 16 100 ~ , , i ~ __t- 1 a
- I ~ I, '1 1 ~ ~ n
I t t Ry 0 , I 1 1 ~
I I I I + I ' 1 I I I + ~ ' I \ I (TI I , I I ~ I I
1 \,I I / I I f I I ~ I I ` `i I ' ~ + I . ~ r I I ~ f~ I,
l______-- - I I I I I I + 'I I' I I 1 I r , I , 1 I + ` ' ~ \
I T 57 , I ~ ' I LOT 5q \ ; 4 17.50 sq, ft1N , ~ ~ I I ' ' d , LOT 59 ~ I + \ N
~ ~ { + ~i. ~ ~ LOT 58 ~ I 60~,0~~28 ~e,q~,~ `ft. rr ),028 eq, ft. , LOT`, , I r,, p ~ 1 + ft.
1 I I~ Ij~. I I I 1+~.~ 1~ I \ I 142,In,50 ft, , ; J.46 Acres 150,375 t ~
, + ' + i' 0~
lil ~ I W' ' / I i I I ~ I' I U1 I' I I I I I / I I I ~_______"__..Jr t ~ 1,
1 I I I I ~ N I 'N c~
I I Jj( I 1 V + 1 1 rt~ ~ `N 1 V' 1 • \
~ W' ~ I ' 211 l ~ ~ 121 I ~ ~ ~ RETE ~ G(~NC I
~~~~'~'I I I ~ I 1/ ~ _ ~ _ MENT ~C t~ --c- t ~ ~ FOU 0
I ~ \ _ - .
I I I ~ I ~ / ~ ~ ~ ~
+ i 01 CONCRETE N ~ ~
~ 17 MONUMENt 1 I _ r I FOUND ~ ~ ~ ~ ~
' 1 I ~ ~ d /
FRANK L. / DORTNIr 5. WINGO , i ~ ~ PIN ~ ~ ~ t
LOT B I ~ 1 I P.B. 17 PGi. 12G 1 I I N
--~----i I I r---- I , I ~ ~ ~ ~ ; LOT bl I
I I ~ 146,680 eq, ft. I ~
~ i 9 ~ ~ .1.4I~im! i ~ FAMILY PARTN I ~ , I BRAN'pCEY AMILY PARTNERSHIP 1.
LOT 64 1 ~ i ~ ~ PIN ~ 380100681880 380100681880 1857 PG. 206
156 473 ft ! ~ ' I ~ D.B. 1857 PG. 206 I , yq, , ~ I i ~ I /
1 I~ / I
__1~PI3~ ~
1 J ~ I / ~ i
~ i /y i
I ~ ~ r I/ j rr r i i I
IRON 1 ~ ~ r r PIPE I~/
r 4 FOUND '1 , , , I
i rr rr ~ / I - ' r % r 1 /LOT 62 I
I ~ r / ~ I
+ rr i ' r I 1 , , ~ r ~ I I r r r/ • 1
~ ~r ~ /
I 2031
201 w..uw WOOD LINE rn c .N
~ PROP05ED RK++Hr OF WAY ~
,<AO, ' 20' ACCESS EXISTING RIGHT OF WAY IL INFORMATION BASED ON USGS TOPO a~i 50
EASEMENT ~ PAVEMBrT THIS SITE NAS NOT BEEN CHECKED FOR ~ PROPOSED EDGE OF
WETLANDS SKETGEI MAY CHANGE AFTER EXISTING EDGE OF PAVEMENT WETLAND DELINEATION.
F BUILDING 5ET'BACK LINE
r SOIL DIVISION TYPE SYMBOL, SEE
- - - DRAINAGE FEATURE U.S,D.A. SOIL CONSERVATION 5ERVICE MANUEL FOR EXPLANATION OF 501E TYPES,
SOIL DELINEATION LINE
i,,apDLINE
"SPECIAL PURPOSE LOT N
TER N FOR USE AS STOR!'~lA WRVE TABLE
CONSERVATION' CURVE LENCTNRADIUS CHORD BEARING
LOT 63 3021273 sq, ft. GIA .00 .95 N73'31'40"W N~ ERAL NOTE5=
6.0.3 Aubs A 206.00 47.77 7' " ¦ 71 Drawn by. C2 47.88 3 I, TOTAL NUMBER OF PRC~P05ED LOTS
i~! GI 41.08 80.00 42.26 '17" 2. CURRENT ZONING A-I TH
AREA of TNIs C2 46,57 30.00 42.04 ' " 1 " 2. MINIMUM LOT SIRE •30,000 5A, FT, Approved by:
LOT NOT TO BE USED IN C3 49.20 30.00 43.87 SETBACKS= G4 46.06 30.00 40.93 ~ ' " FRONT 50' ~
LOT AREA CALCULATION G5 119.89 206.00 119,01 I'll" REAR ~ Dote;
FOR AVERAGE SIZE, C6 171.00 886,00 174.75 ~I " SIDE 15' ~ -
1 " SIDE CORNER 25 6-5 2005 G7 271 47$.00 2'72.59 3, ALL CON9TRUCTI~1 TO BE IN ACCORDANCE
CS 306.58 525.00 301.29 I' 8'36"W WITH NCDOT AND HASH COUNTY SUBDIVISION Job name: C9 56.22 336.00 SG.Ib 7' "W ORDINANCE STANDARDS. WOMBLEBOUN4.DWG
CIO 47.12 30.00 42,43 ' "E 4. OWNER/DEVELOPER=
Cil 47,12 80.00 42.43 ' " EASTERN LOG SALES
C12 47.12 30.00 42.43 1 " P.O. BOX 7723 " ROCKY MOUNT, N.C, 27804 Scale:
. , . ~ ~n 91Ifn 9RM Mdl Nu~lwrl c
PRELIMINARY FLA I CI4 49.50 50.00 47.50 is"w PHONE [phone] , uu th, RECORDATION OR CONVEYANCES K,25 " 5, LINEAR FEET OF ROADWAY PROPOSED (V) NOT FOR SALES CI5 71.09 50.00 WOMBLE WAY • 2,605.7 L.F.
CI6 75.80 60.00 65.75 ' " SAVANNAH COURT ¦ 545.05 L.F.
CONCRETE CI7 42.10 50.0 40.66 115" HOBBS WAY - 427.26 L.F.
MONUMENT IRON FOUND CI8 27.56 36.00 P '13'04"W 6, TOPOGRAPHIC INFORMATION BASED ON FIELD :No . CIq 47,12 .0 42,43 158" LOCATIONS DATUM SCALED FROM USGS
STAKE
FOUND M W 380.21 MRS PLYER HEIRS C20 88.K 800.00 86.34 511741-59-14 TOPO SWEET REDOAK C21 105,44 1 W= I .07 ' " 7. TAX ID NUMBER 9802007491011 Sheatf
N65 2~' PIN * ~0 NO DEED FOUND