20060463 Ver 2_Complete File_20060707

William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
July 7, 2006
Pinnacle Land Development, LLC
713 Daffodil Way
Rocky Mount, NC 27804
Subject Property: Poplar Creek Subdivision
Ut to Pig Basket Creek [030302, 28-68-3-(1), B, NSW]
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0463
Nash County
Approval of 401 Water Quality Certification and Authorization Certificate per the Tar-Pamlico
River Buffer Protection Rules (15A NCAC 2B.0259) with Additional Conditions - MODIFICATION
Dear Sir or Madam:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 149 linear feet of perennial stream and 5,192 square feet (ft) of protected
Zone 1 Tar-Pamlico River basin riparian buffer and 2,751 square feet (fl) of protected Zone 2 Tar-
Pamlico River basin riparian buffer associated with the construction of the proposed residential
subdivision as described within your revised application dated March 17, 2006, and received by the N.C.
Division of Water Quality (DWQ) on April 3, 2006. 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 (NW39) when issued by the US Army Corps
of Engineers (USAGE). This letter shall also act as your approved Authorization Certificate for impacts
to the protected riparian buffers per 15A NCAC 213 .0259. This Certification replaces the Certification
issued to you on April 7, 2007. 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.
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:/lh2o.enr.state.nc.us/ncwetlands

An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Pinnacle Land Development, LLC
Page 2 of 3
July 7, 2006
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:
Amount Approved (Units) Plan Location or Reference
Stream - perennial 149 linear feet PCN page 9 of 13
Zone 1 TPBR Buffer Impacts 5,192 (square feet PCN page 12 of 13
Zone 2 TPBR Buffer Impacts 2,751 (square feet) PCN page 12 of 13
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 404/40 1 Permit Application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality standards,
statutes, or rules occur;
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is
unavoidable, they shall be removed and the natural grade restored within six months of the date that the
Division of Land Resources has released the project;
5. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15 NCAC 2H,
Section .0500;
6. 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
rage s or 3
r ; July 7, 2006
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result in
disequilibrium 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 riprap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the
401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.
7. 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;
8. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate before
discharging into a stream as identified within 15A NCAC 213.0233 (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.
Pinnacle Land Development, LLC
Page 4 of 3
July 7, 2006
Signed and Notarized Level Spreaders Operations and Maintenance Agreement:
9. A signed and notarized Operation and Maintenance Agreement for the level spreaders must be
received in this office before any of the impacts approved under this Authorization Certificate occur.
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 Eric Kulz in the DWQ Raleigh Regional Office at 919-791-4200.
AWK/qm
Enclosures: GC 3402
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
'DLR Raleigh Regional Office
File Copy
Central Files
Sincerely,
Alan W. Klimek, P.E.
Filename: 060463PoplarCreekSD(Nash)401_TPBR MOD
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Michael E. Easley, Governer
Witliaru G. RiDw Jr., Seoratary
North Carolina Departmcat of Eovirmnent and Naiuml Resources
April 7, 2006
Alan W. Kl-rnr.6:, P.C. Diroctor
Oi: isicw of water Qua;Jity
DWQ Project # 06-0463
Nash County
Pinnacle Land Development,'LLC
713 Daffodil Way
Rocky Mount, RTC 27804
Subject Property: Poplar Creek Subdivision
Ut to Pig Basket Creek [030302, 2^a-6g-3-(l), B, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Tar-Pamlico
River Buffer Protection Rules'(I-5 A'N'CAC 213.4'59) with Additional C€ onditions
Dear Sir or Madam:
You have our approval, in acxurclnnce with the attached conditions and these listed below, to place fill
within or otherwise impact 120 linear feet of pereiniiai stream and 5,192 square feet. (W) of protected
Zone 1 Tar-Pamlico Ritter basin riparian buffer and 2,751 square feet. (fC) of protected Zolic 2 Tar-
Pan-lico River basin riparian buffer associated with the construction of thi proposed residential
subdivision as described within your revised application dated'March 17, 2006, and received by the N.C.
Division of Water Quality (DWQ) on April 3, 2006. After re-i ie:ving your application, we have decided
that the itltpacis are covered by General Water Quality Certification Number(s) 3402 (GC3402). The
Certif?catien(s) allows you to use Nationwide Permit(s) 39 (NV39) when issue[ 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 othenrise
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 Con-[ ol, and Non-discharge regulations. Also, this
approval to proceed with -your proposed impacts or to conduct impacts to wskters as depicted in
your application shall expire upon expiration of the 404 or- LAMA 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 anew application. If the property is sold,
rh° n°tiv owner must be given a copy of this Certification and approval utter 1ihd Is thereby responsible for
complying with all conditions. If total fills for this ;rn :>rt (iio k or in the future) excead one acre of
wetland or 15ir linear feet of strean, compensatory mitigation may be required as described in 1. 5A
NCAC 21-1,0506 (r). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
401 OversignVErpress Review Permits Untt
1650 Mail Service Center, Raleigh, North Carolira 2'699-1.660
2321 Crabtree Boulevard, Suite 250, Raleigh, North Cambe 27804
Phone: [phone]Mi FAX [phone]I'Minot n:1n:l'h2o.,enri.state nc ws rio etlands
&UM
iw%rw
An Egjal OpptunttyrlAtiirreative A:tion Employer - 60% Rcc rclcd4 Post consur er Paper
Pinnacle Land Development, LLC
Page 2 of 2.
April 7, 2006
Conditions of CertiOcation:
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 arc
approved including incidental impacts:
Amount A proved Units Plan Location our Reference
Steam - Perennial 120 ear feet PO e 9 of 13
Zone 1 TPBR Buffer Impacts 5 192 Lsquare feet) P a 12 of 13
Zane 2 TPBR Bu#fcr Impacts ^
2,757 care feet __ l?CN e 12 of 13
Sodinient and Erosion Conti:
Erosion and sediment control practices must be in finll compliance with all specifications governing
the proper design, installation and operation and maintenance: of such Rest 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 Manua t.
b. The design, installatkai, 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 Se&ment and Erosion Control Manual. The deti7ices
shall be i naimtained 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 titrtes.
3. No waste, spoil, solids, or fill of any kind shaft occur in wetlards, watm, or riparian areas beyond the
footprint of the impacts depicted in the 404/401Pamut Application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control Best
Managment Practices, shall. be perf* aicd so that no violations of state water quality standards,
statutes,.ur.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 xnnonths of the date that the
Division of Land Resources hu rid the project;
5. Protective Fencing - The outside buff<x, wetland or water boundary and along the construction corridor
withirs 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;
Pinnacle Land Development, LLC
Page 3 of 3
April ?, 2006
6, 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 bead cutting of
the streams. If any of the existing pipes are or become perched, the appropriate atream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shat': be rernoved and :e-
installed correctly.
C'Wvcrt(s) shall not be installed in such a manner that will cause aggradation er erasion of the
stream up or down sirmrrr of the culvert(s). Existing stream dimensions (including the cross sectirn
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert.
Placement of culverts and other S.ructUreS in waters, streams, and wetlands must be placed below
the elevation of the stroambed by one foot for all culverts Arith 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
disequilibrium of wetlands or streamheds 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 ofnative, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or outer bank hardening methods. If riprap is
necessary, it. shall -nut be placed in the streatn bed, unless specifically approved by the Division of
Water Quality,
installation of culverts in wetlands must ensure continuity of water movetnent 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 NCDNVQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the
401MIetlands Unit of the NC Division of Water Quality upon completion of the project, Please
send photographs upstream end downstream of each culver., si!e to document correct installation
along with the Certificate of Gompletion )rm.
Deed Notifications Deed notifications or similar niechanisrrrs 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 car, be downloaded from the 40 !/Wetlands Unit
web site at httpl/h2o.enr.state.nc.u::irrcwetlands. The text of the sample deed notification may be
modified as appropriate to suit to this proj ect;
S. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shrill be directed s.nd maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate before
Pinnacle lAnd Development, LLC
Page, 4 of 3
April 7, 2006
discharging into a stream as identified within 1SA 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:
Signed and Notarized Level Snreadexs Operations and Maintenance Agreement
9. A signed and notarized Operation and MaintenaLe Agreement for the level spreaders must be
received in this office before any of the impacts approved under This Authorization Certificate occur.
Ce to oPCom letion:
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 cOmpledcn to the 401IWetlands Unit, North Carolina Division of waxer 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
crftninat 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 LAMA 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 a4udieatory 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 1 SOB of
-the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing-
This letter completes the review of the Division of Water Quality under Section 401 of the clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian. McMillan in the Central Office in
Raleigh at 919.733-1786 or Eric Kuiz in the DWQ Raleigh Regional Office at 919-791-4200.
Sincerely,
Alan W.Khmek, Y:E.
AWKI[im
Enclosures: GC 3402
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
Eric Kul.,, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Fi7mom 0W463PapIa1C=kSWNssh)40J TPBR
WQC #3402
This Generar Certfication 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 AppendixA (B) (1S, 39, 41, 4" 43 anC 44) of
the Corps of Engineers regulations (i.e., Nationwide Permit No. 39) and for the Riparian Area
Protection Rules (Buffer Rules) .in 1 SA NCAC 28 .0200. This Certification replaces Water Quality
Cerdficat;on Numbers 3106 and 31t)8 issued on February 11, 1997, and Water Quality
Certification Number 3287 issued an 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 82-500 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 ardlor
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 bad and/or bank hardening are considered to be permanent stream impacts.
Any activity that results in a loss of use of stream fur.ctlons including but not lirr. ted 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 it 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 darn 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 or 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, drainirg, and flooding shalt be
considered wetland impacts. Enumeration of impacts to wetlands shal; include
activities that change the hydrology of a wetland when a 404 Permit is used
anywhere in a project.
WO-C #3402
• Lakes and Ponds - Impacts to waters other than streams any wetlands as
determined by the Division of Water Quality shall be measured as area. Permanent
and/or temporary water Impacts shalt 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 appl!cation and written concurrence to use'this
Certification:
• Total stream impacts of greater or equal to 150 cumulative fee`_ 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 113 of an acre regUire written notifcation
to and approval by the Division of Water Quality, and/or
• Wetland impacts of greater or equal to 113 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 Civision of Water
Quality except as specified below. Any impacts to wetlands adjacent to waters
designated as ORW, SA, WS-i, WS-11 or Trout or are designated as a North. Carolina
or National Wild and Scenic River and wetlands classified as StNL and/or UWL as
well as wetland:: described In 15A NCAC 2H .0505 (e) require a complete application
and written concurrence frcirn 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 ElSACE fnr the project;
• Written nottflcation to DWQ is required for all applications that propose to use
Nationwide Permit IS. This notification requirement will be satisfied by providing two
(2) copies of the PCN form to DWO 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
DWt3 deciaes 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 modiftcatior 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;
Impacts to any stream length in the Nause, Tar-Pamlico or Randleman River Basins (or
any otl-;er major river basics 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 28.0200. Activities listed as "exempt" from these riles do not
need to apply for written concurrence under this C:ertiftealton. New development activities
located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not)
within the Neusa and Tar-Pamlico River Basins shall be limited to 'uses' identified within
and constructed in accordance with 15A NCAC 213 .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;
Irrespective of other application thresholds in this General Certification, all impacts to
perennial waters and their associated buffers require written approval from DWQ sirce
such impacts are allowable as provided in -13A NCAC 213. 0212 (VVS-I), 28.0213 (WS-11),
2B .0214 (WS-111) and 28 ,0215 (WS-N?. Only water dependent activities, public projects
and structures with dirninimus 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 NO Environmer-Aal Management Commission before the 401 Water Quality
Certification can be processed. In addition, a 30 foot wide vegeta5ve buffer for tow
density development or a 100 foot wide vegetative buffer for high density development
Apr I Z ,JtD u5:50p r_ayne ec nsuy ojeisur L JL44 iA7J 1 N.,
WQC ##3+402
must be maintained adjacent to all perennial waters except for allowances as provided
ender the Water Supply Watershed ProtaCdon 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 -nay 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 then 30 percent. Site-specific stormwater
management shall be designed to rerrove 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(4) listed waters, as well as
watersheds that are c;assfied as nutrient sensitive waters (NSW), water supply waters
{wS), trout waters (Tr), high quality waters (HOW), and outstanding resource waters
(ORW), the Division shall require that extended detention wetlands, bici-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-spacific 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 28.0104(m) and 2H.1000 to.1007,
respectively, in addition to that required in this General Certificaton.
Alternative designs may be requested by the aoplicant and tiu18 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 specffied 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 Divisior: of Water Quality's
Wetlands Unit before the impacts specked 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 Un€t as well as
drainage patterns must be maintained in perpetuity,
• No changes to the structural stormwater practices shall be made without written
authorisation from the Division of Water Quality,
5. Compensatory stream mitigation shalt be required at a 1:1 ratio for not only perennial but
also Intermittent stream impacts that require application o DWQ in watersheds classified
as ORW, HOW, Tr, WS-1 and WS-li unless the project is a linear, publicly-funded
transportation project, which has a 130-foot per-stream impact allowance;
6. In accordance with North Carolina General Statute Section 143-215.30(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 troth 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, vVetland and stream
mitigation requirements shall be made for any Certification for this Nationwide Permit,
T 'he most current design and monitorirg 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 otherNise specified
in the approval letter. The-mitigation plan must be-implerr;ent'ed and/or constructed before
any permanent building or structure on site Is occupied. !n the case of public road
projects, the mitigation plan must be implemented before the read 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 CaroMna ,
April 2001, the restored length cian be used as compensatory mitigation for the impacts
resulting from the relocat'on;
8. For any project involving re-allgnment of streams, a stream relocation plan must be
included with the 401 application forwritten DWQ approval. Relocated stream designs
should include the Same dimensions, patterns and prvNes as the existing c^annel (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 turner
into the new channel until the banks are stabilized. Vegetation used for bank stabillzation
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-rep, 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 Interim!
Technical Guide for Stream Work in Nt>rth Carton , 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 DWt2 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 cons6 acted across FEMA-designated Foodways 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
aegradation, degradation or significant changes In hydrology of streams or wetlands;
WQC #3402
10. That appropriate sediment and erosion control practices which equal o? exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual"orthe "North Carolina Surface Mining Manual", whichever h
more appropriate (available from the Division of Land Resources (DLR) in the DENR
Regional cr Central Offioes) shall be In full compliance with all specifications governing
the proper design, fnstailation and operation and mairtenance of such Best Management
Practices in order to assure compiiance 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-speck 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 frorr coming into contact
w;th waters of the state until the txnerete has hardened;
14. If an environmental document is required, this Certification is not vakd until a Finding of
No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse;
15. V 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
Certififications. 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 utiitzed
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 dead
notification format can be downloaded from the 401/Wetlands Unit web site at
hft:t!h2o.enr.state.nc uuslncwetiands . DWQ shall be sent copies of all deed restrictions
applied to these lots;
111. When written concurrence is required, the applicant is required to use the most recent
version of the Certification of Completion form to notify DWC 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-compllance with or violation of the conditions hereir, set forth by a specific fill project
may result in revocation of this Certification for the project and may also -eau!,, n criminal and/or
civil penalties.
The Director of the Vorth 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 wagers 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 tt-e North Carolina
Division of Water Quality.
Effective date: March 2003
DIVISION OF WATER QUALITY
By
Alan W. Klimek, P.E.
Director
WQC # 3402

Certification of Com ?letion
DWQ Project No.: County:
Applicant:
Project Name:
Date of Issuance of Wetland Permit:
Certificate of Completion
Capon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifleations, the applicant is required to romm this certificate to the 401lWedands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be returned to DWQ by
the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of
these.
Applicant's Cerdfication
L , hereby state. that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality CertMeation and Buffer Rules, the approved plans and specifications,
acid other supporting materials.
Signature: Date:
Agent's Ce.iWficadon
I, hereby state that; to the. best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature: Date:
If this project was designed by a Certified Prqfessional
1, . as a duly registered Professional: (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically,
weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that -the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Cerdfleation and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature: Registration No. Date
4 1 SSUE
219@00MR,
JUL 0 e 2006
DENR - WATER QUALITY
NVEII AMDS A(Vp SrORMWATER BRANCH
i
r- va D6-0463
Pi
f
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits,. Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
w,Ar"7.saw.usace.ai*iny.mil/wetlaiids/Periiiits.litnil.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at www.saw.usace.ariny.mil/wetlands/index.litlnl, or contact one of the field offices
listed on page 3 of this application. The website also lists the responsible project manager for each
county in North Carolina and provides additional information regarding the identification and regulation
of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
iztti)://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 13
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 67 Fed. Reg. 2090 (Jan. 15, 2002), available at
htti):/hvww.usace.aniiv.mil/inet/fwictions/cw/cecwo/reiz/2002aMs ndf. Processing times vary by
permit and begin once the application has been determined to be, complete. Please contact the
appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at kitty://li2o.ehlir.state.nc.us/iicwetlands/fees.litml. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 13
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax.: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality Division of Water Quality
401 Wetlands Unit Ecosystem Enhancement program
1650 Mail Service Center 1652 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1652
Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division.
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3 of 13
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator
3855 ldlewild Road
Kernersville, NC 272849180
Telephone: [phone]
Mountain Region Coordinator
20830 Great Smoky Mtn. Expressway
Waynesville, NC 28786
Telephone: [phone]
Fax: [phone]
Alleghany Caldwell
Ashe Mitchell
Avery Stokes
Burke Surry
Buncombe Henderson
Cherokee Jackson
Clay Macon
Graham Madison
Haywood McDowell
Watauga
Wilkes
Polk
Rutherford
Swain
Transylvania
Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Pale 4 of 13
l
i
office Use Only: Form Version March 05
USACE Action ID No. DWQ No. y ?? o Lo - O 4 (o 3
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit X Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
X 401 Water Quality Certification ? Express 401 Water Quality Certification
2-Nationwide, Regional or General Pernut Number(s) Requested:- NW 39. and Tar-Pamlico
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: ?
1.
Applicant Information
1. Owner/Applicant Information
Name:W.M Garner --& Son Builders Inc
Mailing Address: _ 1423 Marshall St
Roanoke Rapids NC 27870
Telephone'Number:?252)-537-4767 Fax Number:-
E-mail Address:
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.)
Page 5 of 13 m @n %
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:-
E-mail Address:
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 I1 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:- P o n 1 a r G r o v e S / D
2. T.I.P. Project Number or State Project Number (NCDOT Only): N / A
3. Property Identification Number (Tax PIN): 3 g 0 3 0 0 6 4 7 3 9 9 U
4. Location
County: Nash Nearest Town:_ N a s h v i l l e
Subdivision name (include phase/lot number): P o p I a r G r o v e S/ D
Page 6 of 11
Directions to site (include road numbers/names, landmarks, etc: 4904 RED RD Located off of
Red Road North of Nashville NC
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):
6. Property size (acres): 5 .1 A c r e s
Name of nearest receiving body of water: UT to Pig Basket Creek Sub Basin- 030302 Stream
Index 28-68-3-(1) Stream Classification is B•NSW
7. R i v e r Basin: T a r-P a m l i c o R i v e r B a s i n
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://h2o.en.r.state.nc.us/admin/map
s/.)
8. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: abandoned single family residence surrounded b sly
agricultural land and woodland Some single family residences across and adjacent from
subject Rro gM
Describe the overall project in detail, including the type of equipment to be used: The overall
proiect is to create a 48 lot residential subdivision The smallest lot size is ap rox (68 ac)
The subdivision will be built us mP, a?
,khoe ceders bulldozers and other equipment used in
this tine of construction. Manual labor will also be used to and avoid any impacts
to streams, wetlands and buffers
9. Explain the
purpose of the proposed work: create a 4& lot residential subdivision
III. 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. Michael Horan of DWO (Raleigh Rew:9ag Office,) conducted an on site
buffer determination for the subject property.
IV. Future Project Plans
Page 7 of 13
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.
N o t a n t i c i a t e d
V. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary; must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: qWy impacts on site consist of (1)
stream crossing consisting of 429 linear feet
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance. to
Site Number Type of Impact (e.g., forested, marsh 100-year Nearest
(indicate on map) ,
herbaceous, bog, etc.) Floodplain Stream
N/A N/A es/no ear feet
Riparian Wetland, HWL
Total Wetland Impact (acres)
List the total acreage (estimated) of all existing wetlands on the property:
Area of
Impact
(acres)
0
0
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
Stream Name
Type :p: t
Perennial or Average
Stream Width Impact
Length
indicate on mav) Intermittent? Before hyact 1mear feet
Area of
Impact
acres
Page 8 of 13
1¢
Impact #1 UT to Pig Basket Road crossing

Creek
Permanent Perennial 2 .iZO•
Total Stream Impact (by length and acreage) 42CL,
! 44
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 Name of Waterbody Type of Waterbody Area of

indicate on ma (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact

N/A
N/A
N/A ocean, etc.
N/A acres
N/A
Total Open Water Impact (acres) N/A
5. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact acres):
Wetland Im act (acres : p
Open Water Impact acres): N/A
Total Impact to Waters of the U.S. (acres) N/A
Total Stream Impact (linear feet : linear ft.
' of I ?i ?t 4v?C Tr'
6. Isolated Waters
Do any isolated waters exist on the property? ? Yes X 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.
NZA
7. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N / A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N / A
Current land use in the vicinity of the pond:-
Size of watershed draining to pond: N/A Expected pond surface area: N / A
Page 9 of 13
III. 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: only one crossing_ for

the Buffer Rule with the outer 20 ft to be re veg
etated
The culvert used
11 wOuvV W
c?
for impact # 1 will be
boned 12 niches or less than 20% o f the d w te r of the pipe to provide aqu atic life
a
a N

curb and Vtter wil l be used.
oniv gms
swales to provide bette p
w
o
r nutrient removal
RN '4 TQmpro-1-I t^- f ac ' O,11 loft +M . n i v.? t Z2d a -d F.r 0. 0 1
-
O
2)0r- , OtJ • AQV AMD NLL fFFoO'Ts 0t LL $F r
-AA

IV. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
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
1.-ttp://li2o.eiu state nc us/iicwetlands/strm2ide litinI.
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
Page 10 of 13
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
M i t i a i o n n o t r w i r e d
III.
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 httu://h2o.enr state nc us/wro/index htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N A
Amount of buffer mitigation requested (square feet): N A
Amount of Riparian wetland mitigation requested (acres): -N i A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N / A
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 X
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 X
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
IV. 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
Page 11 of 13
Regional Office may be included as appropriate. Photographs
applicant' s discretion. may also be included at the
L Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Cease), 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 fy 1? Yes X 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
ar iM 6
Required
A Wtiplier
buff77WRR uy Ymg
Miti ation
3 (2 fo r Catawba) N/A
1.5 N/A
1T,.
* 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.
IV.
V.
L-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 If burr m*r+on is the n licant
proposes to either nav into EEP or rovide buffer Restoration or E,nhanoement where buffers do not
exist within the same buffered basin
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 200%, please provide calculations
demonstrating total proposed impervious level: %Imuervious for proposed , - -- rision
follows: All discharge points for are as
road drainaQP will be ?reat?, to a level spreader desis?xied as to
per DWO Guldelines so that diffuse flow will be achieved before teT1 g +t,P Tar
B pamlico
u f f _
OVER ALL IMPEPIftS INCLUDIA(& g0Ae#1PH
?Al?S t S '1.13'/e
Sewage Disposal (required by DWQ)
OUT 3 u t `p, N0 S AND
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.
All Lots to have well and o site septic
Page 12 of 13
VI. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application? Yes ? No X
VII. 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 X
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
litty://li2o.en sttte.nc.us/11cwetJands. If no, please provide a short narrative description:
VIII. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing. time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N / A
10
t S HoPki -S '
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
PINNACLE LAND DEVELOPMENTS, LLC.
BRYAN GARNER
LAYNE M. NELSON
MANAGING PARTNERS
713 DAFFODIL WAY ROCKY MOUNT, INC 27804
BRYAN [phone] LAYNE (252) 452-481 1
FAX [phone]
PIN NACLELAN DDEVELOPM ENTS@GMAI L.COM

i
~ L~.~lI2 o
ISS ~ IRON STAKE SET EIS o EXIS ING IRON STAKE CURVE TABLE h
PKS1 PK N IL SET EPKA EXiS ING PK NAIL CURVE I]JC: RApI CHORD BEARING CURVE RADIUS CHORD SEARING 0 tD i
PPRb POW POLE CI 47.12 30,00 42.43 ' "W C29 41,96 725.00 41.96 ' ' ~ ~ I O C2 109.33 525.00 109.14 ' rW C30 47.53 30.00 42.71 '1 N 0 ~ ~
R/W RICH OF WAY RRS~ RAIL pAD SPIKE SET 1 r 1 r T' ~~r5 G3 92.91 525.00 92.79 II W G31 27.55 35.00 26.84 W H ~'AT
ERRo EX. ILROAD SPIKE C4 45.43 30.00 41.21 ' " C32 39.34 50.00 38.34 ' " CASTALIA ~ ~ ~
NL51 NAIL SET OHE OVER D ELECTRIC I A • I l a a 123.41 285.00 I .48 q3 78.54 50.00 70.71 o cv ~ ~
CP m COM TED POINT Cb 181.53 285.00 178.48 ' " q4 72.54 50.00 66.34 I' ' ' ~ ~Q. ~ C N 0 N C7 27.55 35.00 26.84 ' ' q5 48.07 50.00 46.4 ' ' ~ r r Q J .N ~
MON.o GRI MONUMENT C8 51.39 50.00 49.16 • ' ' Gab 21,03 25.00 20.41 ' ' SITE ~
CMP UGATED METAL PIPE C9 68.27 50.00 63.09 ' ' q7 47.47 30.00 42.67 ' p
PED ® PH E PEDISTAL C14 56.00 50.00 53.12 '17rW C38 108.35 285.00 107.70 • ' " 3 ~ 10 57 .4
SOIL DIVISION LINE Clt 62.83 50.00 58.78 r q9 186.82 285.00 183.60 ' " 7
NoA 5011 TYPE CI2 21.03 25.00 24.41 ' 'W C40 149.21 285.00 147.51 ' r N N I ~ Ci3 86.35 335.00 86.11 q ' " C41 27.54 35.00 26.84 ' "W 0~ I•- p0
CI4 106.95 335.00 106.49 ' " C42 117.87 50.00 92.41 ' " ~ W
WET ND AREA DELINEATED W Cis 83.88 335.00 83.66 ' C43 120.62 50.00 93.43 '1 '09rW rjq'S ~ Cl: N
BY R. MICHAEL KORAN DIVISION Ct6 81.30 335.00 81.10 • ' " C44 21.03 2 .00 20.42 r ~ ~ ' 0 N
OF 6~lATER G~JALITY. C17 42.86 30.00 39,30 '15' "W C45 112.61 335.00 112.08 ' Ir
P.S.D.E. Pi~OPOSED STORM DRAIN EASEMENT CI8 9.30 525.00 9,30 ' " C46 II6.06 335.00 115.48 ' " = Z C19 47.12 30.00 42.43 ' " C47 42.59 30.00 39.10 • q' ~ ~
LIMITS OF ~31STURBANCE p 0 i t I r ' C Q W C2 2 .33 285.00 20.32 31 C48 42.59 30.00 39.10 W Z p,
FLOW OF W~4TER C21 27.56 35.00 26.85 g ' 'W G49 66.78 335.00 66.67 '53'30" ~ ~ ~
C22 61,78 50.00 57.92 N( ' " C5O 84.82 335.00 84.60 571 I' r ~ V! _
C23 56.i2 50.00 53.22 ' C51 40.71 .00 40.9 ' Ir ~ O C24 60.95 50.00 57.24 ' I' 7'W C52 19.40 775.00 19.40 • 7' r ~ W Z
C25 59.65 50.00 56.{7 1 '1 " G53 44.84 77x.00 44.84 ' ' N ~
G26 21,02 25.00 20.41 0• '3 rW C54 86.84 475.00 86.71 '35'10"W O t0 ~
C27 23.89 335.00 23.89 y rW C55 198.95 475,00 197.50 I' I"
C28 47.12 30.00 42.43 N '10' 'E C56 47.04 30.00 42.37 Nll `37r
TIE LINE TO
A PK NAi1 °opj`'9'ii®' ~ SET IN THE PK5 ~ ' RP,ra,~~, „
INTERSECTION °r ~Itant °r'"i` doament, " addittom ar ddNwne to tllk doament,
OF RED RD. ~ ~ or M t ~sen oan-
GASTALIA RD. ~ 'IX assoaates, r.a., re
?0 p~~
/Jn t1'
i I W•m fi
b I PIN# 380300642890 I PIN# 380300755523 Plld# 380300840867 , - ~
PIN# 380300562800 I LINDA E. BRASWELL I ALFRED L. # SANDRA I VINCENT S. t S86 40'S5rE 3•
~ RICHARD T. FRITZ 1 NO REF. FOUN I G. WESTER D.B. 1422 PG. 679 IRON I ZONED A-I I IRON D.B. 2006 PG. 998 ~ JANICE K. HALL 32.10' ~ IRON D.B. 1366 PG. 261 ~
ZONED A-I FOUND L. - ~ - _ _ _.1 FOUND P.B. 31 PG. 177 I FOUND ZONED A-I , ~
IRON _ ( ~ GO~ROt„ ZONED A-I FOUND 586'39'45"E (TOTAL 581.78') ~ ~ ~ r a i I . -i a . -1 a 1 I OL .'1 r S86 4200E (TOTAL 1214.25) CORNER 586 4054E (TOTAL 480.54) 1
~ 586 3850E TOTAL 272.23 CORNER 586 4200 E w.~- 229 ~ 1bq' 134 234 272 256 44 198 77 ql 97 r r 70 r21, 83 FOUND Q
~ ~ -1--- D ~ - r i rr „ ly 1 I I Q I ! + I
rn I i I ~ - ~ ~ r----r-r- r r -r--r----+F-~--~ / -l ~ , r m r r ~ ~
- 33 24 ~ ~ I I I I I I ~ \ 883 t ~ - ~ N 34 42 Obb. ft, ~ • ~ 36, • sq,f • ~ ~ 30 517. ft. I = I 15 I in \ ~ r~, ' n , r p ~ I I 14 I \ t I ~ N 1 r, r r , / ~ ca O I H 1 r O r r ry ,
1 I r ~ ' s : 0 acres r s9, 130,356. sq,Ft. , 1,p • j / ~ 0 I I 43,291. sq,ft. I - \ / 0.% acres F \ ~ / . 0 acres - \ I ~ ham" 39,693. sq,ft. - \ 1 6 I ~ i r r , r nr , t~ / / ~,ft. Ig I I I \ 1 i r r , , ~ ~ 0.91 acres \ 1 33,830. sq,ft. , + + '
I 0.69 acres 'P~ I WETLA ~ \ I I 0.99 acres I \ 4/ \ 3 \ / .r v \ 1 0.77 acres rN , , r
J L I \ \ 45,376. sq,ft. 1 r r,~~~~--_ r , ~ ~ ~ ~ I \ 1.04 acres 1 t' Q ,
_ 186---~ / / ~ _ I \ \ 1 I ~ ~ ~ r , ; + .y. NOTE: LOT 'Cr
r~~ ~ / 20T • WET -1 ~ I ~ / ~ \ \ 1~ Q i , ~ r , 1 6x ; A SPECIAL PURPOSE 0 ~ ~ , ~ ~ >g I 1 I M u`~i , , . 10 ~ , H.t ' ~ 1~ ~ ~ I \ \ 1 ~ ~ ~ ; ~ r , ~ ~ ~ LOT fOR SEWER EASEMENT ~ [.y
~ r 1 ~ • EASE ENT I `~7' ~ I 32 \ a 1 1 , I I I 2~ I 1 I N- r, ~ ~ \ r r ~ r 0 J
35 I I 46,985. sq,ft. \ / I ~ \ / 22 i _ I ~ ~ ( ~ \ \ 1 1 ~ i ~:-i / 68,904. sq,ft. I \ \ \ 1 1 i , 16 ~ / ~ 1.58 acres ~ O
~ I 1 3 I I t.07 acres ` : I 25 \ / I I I 3 , OZ . sq,ft. 1 ~ 30 371. ft. - I I I ~ e \ \ 1 ~ , ~r~ 4' / , I I 47,221. sq,ft. \ 1 ' 9A /
( 71 r I ~ I .30,382.5q,ft. ~ ~ ~ ` ! I I 0. ac es I 0 I s{ei ' 0.69 acres 0.69 acres 16 i I I I h I I I I I I I t i \ \ V ~ , ^I ~ ~ 13 P 1,08 acres \ 1 oj,b / ro r ~ ~
- : ' ' 42, 244. sq, ft. I I L----- . I I ~ I I l 1 I. 0.96 acres 34,449. sq,ft. I ~ v ~ \ ~ ~ ; ; ~ / n , ~ EXISTING W ti y,~ 1 ~ / 0.80 acres I ~ I V A \ \ ~ ( r s' ~ ~--i8 RCP i / n ,
\ / - I \ ~ \ \ ~ ~ cRO551NG ~ l +
~-------J ~ I ~ ~ 7' --2 I ~ ~ I I ~ , ~ \ / 4 ! ~ ~ r I ~ i I I \ ) 38,653. sq,ft. / ~ ~ 4
A I 211 I I ; •r::. ; ~ ~ I_ -I ~ j~ r--------, I 31 I I i 0~ __J L______-~ I \ ~ ~ 0.88 acres / ~ ~ I \ \ / ~ . STORMhIATER
/ i 1 ~ / r I y - - - - I ~ \ ~ / / , CONSERVAT ON
w j I I I r 45,252 sq,ft. ! I I I 21 I ~ 36 I • . ~ u I ~ ' I 26 _ I I ~ - - - - 247 ~ I 1.03 I I ~ ~ 30,001. sq,ft. ~ 1 _ _ r ~ \ / l , ~ o~ LOT, TOTAL R, ~C ~
v I 31,023. sq,ft. I I •f.... I 46,633 sq,ft. I I 0 1 APPROX QSHEDSI I 0.71 acres I ' 1.07 acres ~ .68 acres ISTI ED'S ( I I 9 \ V \ / ~ AREA 24,521 sq, ft. ~ fn I - I \ ~ / ' I 12 I ~ 34,285. sq,ft. _ _ _ \ / ~ ~ ~9Gr~'a.
v- I I ~ I 1 a I I SEPTIC WELL TELL I ti' 33 606 t. I ) ~ i ~ _ \ \ r I , • aq,f I 0.78 acres ~ 3 \ \ / ,
I ' { I ~ - TANK ® I I ~0~ 9 I I - ~ I I 0.77 acres I / ~ ~ ~ I 1 I / i 35,082 sq,ft. A~ \ / , ,
- ~ ~ I r ~ I ~o N ~ I I I I 1. / 0.80 acres \9' v ~ ~ ! I ~ l c-_ \ ^tpr ~
. _ CULVERT No. 8 ~ ~ ~ I EXISTING I7 217_ I ~ / I r 40 825 t 17 I I ~ ' ~ ~ / 1 I I - - ,
- _ _ ~ ~ ~ / 18 RGP (GLASS I 20 I J I HOME TO f ' ' ~'f ~ I ~ r ~ ~ / I IV) - BE DEMOLISHED 0.93 acres 0,825. sq,ft ~ I&~ ; ao r 0,93 acres I I ~I' ~ ~ 1681 ,
31,745 sq,ft. } ~ ~ / ~:~rr.~ : ~rr'~ L_______-~ 30,001. sq,ft I I I 0.72 acres ~ ' / ~ 20' P.S.D.E.j - - - - - - ~ I 0.b8 acres I ---i I 199 ~ 4 P1
37 ~ ~ ~ / I I / ~ ! 1 ~ / -3~0 35 031. ft. _
I ' I , ~ ! - - SPECIAL r----------~ 0.80 acres 29 / / / ~ ~ PURPOSE 19i ~ / 2 / , , ~ ~ ~ I 10 34,012. aq,ft. / 7 , ~ ~ ~ Q~ I r - - ~ - - - I I ~ 0.78 acres / W~
I ~ 30,526. sq,ft / l ~ I I LOT FOR I Dftgrl I ) ~ / ( POPLAR _ I 18 ~ ~ 0.70 acres ~ / CREE ~ ~ SEWER ESMT. _ ~ I ~ 11 1 37,013. sq,ft. I F~ I / / / . ~ ~G ~ 33132. ftl I / / sq, 0.84 acres i / \ry, ,
/ hi I ~ 51 FOR LOT 27 47 548. ft. ~ \ ~ / ~ - ~ 2.41 ACRE I - - ' 0.76 acres I / I / r ~
I 1.09 acres I ~ ~ \ ~ r / / I ~ GOMMUNI'I'1' 1 27 I ~ ~ 15T ~ I ~ ~ ~ ~ \ ~ ~ } / 28 I N ~ 46 503 ft. i w I I - I ~ ~ / ' /34,046. sq,ft. / i ~ ~a I ~ ~ I I / ~ 0.78 acres
c~~' ~ / /30,722. sq,ft LOT I { ' I ~ i w_ CEMETERY CEMETERY I 1=1 1 / ry/ ~ + ~ ETERY I I i r / / ~ y~
I ~I0' \ / / 0.70 acres i ~ I I.O6 acres I ~ i ` IS TO BE '0 BE I _ _ _ - CULVERT No. b / / + i FESSIONALY ~ _ _ _ _ _ _ - - ~ 30" RCP (CLASS / / ; ~
\ ~ ~ ~ / ~ I ~ I ~ 1 33,288. sq,ft. PROFESSIONALY _ _ ~ ~ < < ~ t { I ' ~ RELOCATED. ~ I ~ ~ I i 0.75 acres ~CATED. I IV) ( / i
IRON ~ ~ - - ~ \ • ~ CULVERT No. 5 ' No. 5 ` ~ ~ ~ / r.
FOUND I ~ F~ I N ERT ~ ~ .a. L _ 18 RCP (CLASS ~ 18 RG i ` ~ P (CLASS rort for ~ - IV) (CLASS ~
I ~ ? ~ - IV) -1~ ~ nor a I > ~ ~ - \ i W ~
- _L- - - ~ r ' \ ~ i 0.f.,
~ + ~ ~ Z ~q'10'36rE r ~ OWNER: MYRL BODDIE HARRIS ~ W
I / / ~ ~ LAR / / ~ ~ POP I-AR CREEK ROAD f ~ ~ - ~ i E POP 205 _ - ~ ~ ~ ~ ADDRESS: 201 51XTH STREET
PIN# 380300437583 - I / / ~ _ _ _ _ _ _ _ - - - ,+i- - , , ~ NASNVI LLE, NC 27856 m
I 38 / / ~ No. 4 I w _ _ _ . LOWELL R. t / / / w I ~ CULVERT No. I - 2x72 ---r-------~-- _ _ _ - MARGARET J. HARRIS ! 85,740. sq,ft. / / IS RCP RCP (GLASS IV 20 SEWER _ _ _ _ _ r _ _ _ _ - - - - ~ r - ~ ~ ~ r r , NOTES: A - -I ! I ; / ~ ~ TOTAL NUMBER OF PROPOSEp LOTS - 47 c ~
I I b acr / / CLASS IV _ _ _ ) EASEMENT _ _ - - ~ I D.B. 1083 PG. 298 m .9 es / / / / ( ) 1 ~ ~ F - - - WITH N.C.D.O.T.- - - - - _ _ _ _ - - I ~ i I i~ ~ / CULVERT No. 7 ~ ° ~ ~ 2. MINIMUM LOT SIZE =30,000 sq, ft. ~ ~ / + ~ 'rn
ZONED A-I d I / / I WET D HEA WA ' ~ r , r i I I i / / / / I AR D 138.24' ( I I I I I i I I ~ ~ / 30' RCP (CLASS CULVERT No. 2 3. ZONING: A-i I ~ i/ IV ~ 60 L.F. 24r RCP FRONT 50' m a
I I y I I / / / / I ~ i I I I I / / I I / I I I I I I Wj, ) / t h~ I 4~ ~ ' t~JIr~ION (GLASS IV) SIDE 15' ~
of F- ! / I I I I I I / I 3 N ~ ~ i . ~ / RA E ~ ~ ~ { L~ - I i/ ~ ~ REAR 30 I N 46 1 ail 51C,N EASEMENT ~ SIDE CORNER 25'
1 / / / I a~ / ~ I _I ~ I -I I / / ~ ~ 42 I 72 179 ft. ~ ry 47
~ I / / 39 / / 40 I / / ~ ~I I ~ 43 I ~ 50 866. ft. 57 . - / s9, m I / / 69,697. sq,ft. 1 / 59,048. sq,ft. I ~ ~ ~ I , l I 52 923 ft. I 44 I 1~ I ' ~ n~/ EXISTING 4. PIN~t 380300fv47399 57,425. sq,ft. 1.65 acres ry~r 57,933 aq,ft, , n
'a / / / / 1.35 ones I / I I.I6 acres I I r ~ I I 1.60 acres ~ GI 1 ~ I 36,884. sq,ft. I 1.31 acres I I 1.32 acres i ~ 18 RGP 5. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH j ,ft. / ' ~ ~ ~ ~ CR05511VG THE NCDOT AND THE NASN CAUNTY UNIFIED rxr:q~/,r~ 7~. I I I ~ , ®.9;
I ~ / / 1 / I ~ I ~ PROP. 44.68' I I 1.21 acres I ' I / / / / I Q I I NEW ~ I I 10.84 acres I e I I I / ~ I/i / DEVELOPMENT ORDiNACE. I / r / ~ PROPOSED : ~ ~ b. OWNER:
o I/ / ~ I I ~ I i I I I I I Z / / / / I I (HOME j l I I I I I I I I / ? ~ i DRAINAGE/ ; ' ~ ~ i MYRL BODDIE HARRIS ~
! / / I t I t / ~ I I 41 j l I I I I I l / / / I ~ 11 ~ I I f I I I ~ CH ~ _ I T ~e ~ / 201 SIXTH STREET I i I / / ~ ~ i ~ ti; / NASHVILLE, NC 27856
/ / / I ( WETLAND (101,729. sq,ft. ~ ----_____J L_________J L_-- I J ._--------J ~--------J L~ , ~ / PHONE ~ ` V ,
~_____________J L__________-- IEASEMENT I 2.33 acres 1 --------J 191' 191' ~ I ~ I
3' 22T ~ , ~ 9 1. I 191 ~ 127' 127' 7' ~ 12 127 12 / W.M. GARNER < SON BUILDERS, INC. N
IR (TOTAL 675.10' ) N86'O8'56"W I FOUND IRON (TOTAL 1346.37' J N86'17'49"W 12T ~ iq8' 7 , ~ , ~ / 1423 MARSHALL STREET ROANOKE RAPIDS N.G. 27870 IrW ~ '
PIN# 380300533523 IFOUND - I I g 1 I-252-537-4767 5TORMWATER FOUN 8. LINEAR FEET OF NEW ROADWAY
SIDNEY R. GRIFFIN NOTE: WETLAND AREA ON LOT 41 ET AL. I IN A W N S PINit 380300637114 Cl CONSERVATION (CALCULATED FROM INTERSECTION TO CENTER Drawn by.
D.B. 835 PG. 43b 5 ETLA D EA EMENT, NOT LARRY K. ~ TE i L( TO BE DISTURBED OR DEVELOPED. RR AI LOT, TOTAL ~ OF CUL-DE-SAC) AREA 44,910 sq, ft.
ZONED A-1 WETLAND AREA OF LOT 25 t 26 L. WILLIAMS ~
TO BE WETLAND EASEMENT. D.B. 999 PG. 808 ZONED A-I ~ -PLEASANT GARDENS ROAD = 2542.54' Approved by. ~ -KINGSTREE COURt =537.83'
~ -BEAR PEN COURT =507.86'
1 -CHADBOURN COURT ¦ 598.72 pa~e~
-HEMINGWAY COURT = 317.42' 3-31-2006
9, ALL D15TANCES SHOWN ARE HORIZONTAL, AREA Job name:
COMPUTED BY COORDINATE METHOD, NO NCGS REDROAD.DWG
MONUMENTS FOUND WITHIN 2000'. 10. EXISTING USE OF ALL ADJOINING PROPERTIES IS
A-1.
li. TOTAL AREA OF PARCEL = 2,455,038 aq, ft. Stole: NOTE: NO ERO510N CONTROL MEASURES TO BE LOCATED 56.35 ac. '
IN PRdTECTED TAR/PAM BUFFER ARFJI. ( ) 1 -100 (H)
12. TOTAL AREA OF NEW R/W - 252,747 sq, ft. (5.57
PEAK FLOW NOTE FOR NA544 COIJNTYs ac.)
THIS SITE IS EXEMPT FROM PEAK FLOW ATTENUATION UNDER UDO 12. 13. AVERAGE LOT SIZE - 44,866.8 sq, ft. (1.03 oc.) 3.3.2.8.V. AS FOLLOWS: OVERALL IMPERVIOUS SURFACE 2.37 Ac./ TOTAL TRACT 14. TOTAL AREA OF PROPOSED IMPERVIOUS ROAD
BAR GRAPH 1'-100' ACRE 56.35 ACRES < 15x, 4.2x CALCULATED AND UTILIZES THE PERVIOUS PORTIONS SURFACE ON PARCEL - 103,500 sq, ft. (2.37 oc.) Feee .
mo, 2 g OF THESITE TO MAINTAIN AND CONTROL STORMWATER RUNOFF. 15. A PERMIT IS TO BE OBTAINED AND EXISTING AREAS TO CHECK BMP CALCULATIONS: HOME 15 TO BE DEMOLISHED. DEBRIS HAULED OFF.
\ 100 0 50 100 200 400 ~ gg~ IMPERVIOUS SURFACE ROAD SURFACE 2.37 ACRES INCLUDING DRIVEWAYS 16. CEMETERY IS TO BE PROFE5510NALY RELOCATED.
ACREGE WITHIN RIGHT OF WAY 5.57 ACRES f 14

r ,,,,.,.,,1,-.,,,b,~.,~,,,,,,,ra ~-r-.,..nn~...
1.:GE.R.2 6 ...r., _ e:.,
1°,5 • I ON STAKE SET - ElS c E (STING IRON STAKE i ° _ - . . Ill
PKS® P NAIL SET T1inrLZOIDn1, vrrcx vIn1ENS1oNS 5 E F DB F D PR f D PREPA A ANY I,ANp DISTURBING ACTIVITY GREATlwR THAN 5 ACRES REQUIRES CClMPLIANCL t,,~'tK~ O DBE R TION NOTES, N TI- { ; GO AI ON5 OF TWE GENERAL Pt*RMIT TO pl9CkARG!! STORf1 WATEtR UNRlaR TH: ~ ~ O
EPKA E (STING PK NAIL DITCH n,R s I%1 ss D n w r PPS P WER POLE I J I U B(Itl n v„ Stabilisation SURFACE WATER C NATIONAL PO~.hUTANT DI~NAR~,~ ELIMINATIgN 5Y6TEM (Ptrf~MlT N0. MCGQIOOQO ~ ~ 'ACE WATER CONTROL MEASURES TO BE INSTALLED
R/W RI T OF WAY N0. (H.V) DITCH No S,(961 SS DIrtJ W(hl B(IU n V,, Stebllization ACCORDING TO PL ANY PERMIT NON COMPLIANCE 15 A VIOLATION OF THE G~.1rAN WATER ACT AN ~ I ORDING TO PLAN. p ~
RRS~ R ILROAD SPIKE SET N0. (H:V) I _ AREAS TO BE SEE ERRo X.RAILROAD SPIKE 1 ~•I 0.5 IIS ~ d WITH AVAILABLE ' AS TO BE SEEDED SHALL BE RIPPED AND SPREAD MAY REQUIRE ENFORCEMENT ACTION HY THE NORTH CAROLINA DEPARTMENT N 0 p> ~ 0~ ~NVI~fiNM~NT HEALTH ANC NATURAL RE~URGES, ~ ~ -I AVAILABLE TOPSOIL 3" DEEP, ~ + U N
NLS e N I I'3~ A6 5~ ~ ~ , 6S 3: •S D •6t C 30 L SET 1 15 0•~~ I ( D L AG $ ~ s, 4005E ROCKS, RO 0• 2.16 ; i ?IS fl a .2$ ~ BE REMOVED FR0 iE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL CONTRAC CASTALIA R ~ m
ONE OV RNEAD ELECTRIC 3 ,025 .S , 2 p .o N C35D.~' REMOVED FROM THE SURFACE SO THAT THEY WILL TOR IS FULLY RESPONSIBLE FOR CONTACTING APP ~ 0 ~ PARTIES AND ASSURING THAT EXISTING UTILITIE ROPRIATE 0 q• N INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE PRIOR - S ARE LOCATED ~ C ~
GP o C MPUTED POINT 1 S 0 •0 0. I$(f ~ ~ NOT INTERFERE W 1 I .S OF VEGETATION. ; MON. o RID MONUMENT •s •S 0 o.a3 .2 SC JEGETATION. SURFACE FOR FINAL SEEDBED TO THE GOMf1cNCEMENT OF CONSTRUCTION. CALL ~ ¢ 0 N
•2 b.l~ ~:I I•S .Q3 2.23 S!J PREPARATION, AT CMP ORRUGATED METAL PIPE S 6S D D'~ 3.~ C REASONABLY SMO PARATION, AT FINISHED GRADES SHOWN, SHALL BE I-x-632-4g4q, A8 HOURS PRIOR TO COMhIENCEMEN ~ Q ~ UTILITY LOCATING SERVICES. T OF WORK FOR h 1~ "SITE° ~ ~7 N SONABLY Sf100TH AND UNIFORf1. ~ ~ ~
S I .l X4.38 I,S o O.Da C PED ® NONE PEDISTAL 6 1•S Q o 4. IF NO SOIL TEST I SOIL TEST IS TAKEN, FERTILIZER AND LIf1E TO dbM.~ ~ ~
L' ~ S~ S ~ d•o~ 2.70 6 GI,SD BE ACCORDING TG SOIL DIVISION LINE 7 2.00 2,79 1•S 0 .03 , ACCORDING TO SEEDINU SPECIFICATIONS ABOVE. CONTRACTOR SHALL VERIFY. LOCATION AND SIZE 0 ~ ' ~ ~ STRUCTURES PRIOR F ANY DRAINAGE ~'G~ . 3
Z b • 9 I•S 0 ,03 .7j IN ADDITION, PRO' NoA 0 .p~ I.$°e PHOSPHATE. :DDITIDN, PROVIDE 15 LBS./ IDDO S.F, OF SUPER- IO THE COf1MENCEMENT OF CONSTRUCTION. ~ ' ~ ~PHATE. ~ ~
'Rant I)Q~AE NASN 1. D• a~ !.3 i Q l•S .t~ 3.2Z IL TYPE r d ~ 5. IF A SOIL TEST IS ot~ rEam~c• 2.1~} 0•~9 3~1 I•S q .oq I s ' S ~ ~ z3 C 3.`i (y S~ LIME ACCORDING ' SOIL TEST is TAKEN PROVIDE FERTILIZER AND N r GENERAL NOTES: ~
i0 2.1 ~ I•S Q b. FERTILIZER AND LI ACCORDING TO SOIL TEST REPORT. I, STABILIZATION IS THE BEST FORA OF EROSION CONTROL. C1 H pp W ILIZER AND LIME SHALL BE APPLIED UNIFORMLY TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ~ W ~
ETLAND AREA DELINEATED 3•~ G 3 2'1 3.f I•S •0 1•~~ G C 30 It 2,05 s ~ 0 AND MIXED WITH MIXED WITH THE SOIL DURING SEEDBED PREPARATION. ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY T+ ~C f''t N
MR MI NA 3 • .0 .3 Y C EL KORAN DIVISION 3 G C ~ ~ a~50 3• ( I•S 0 O• 1.3g ~tla.C gCl.~ 7. ADDITIONAL EROS(( F WATER QUALITY, ~Z •b~ 0.5( l•S q 8 •31 J; REG}UIRED DEPEND V I CIN IT TIONA AP N L EROSION CONTROL MEASURES h1AY BE REQUIRED AS PART OF THE CONSTRUCTION ~aEQUENCE SHOWN ON ~ ~ 1- , P~ 0 ~ JIRED DEPENDING ON FIELD CONDITIONS. THE PLAN. ALL DENUDED AREAS LEFT EXPOSED WILL, WITHIN 15
•03 f IG SGI c~ ~l .9 0 .03 3,'(0 Ab Cf SD 8. MULCH TO BE TA( P.S.D.E. (PROPOSED STORM DRAIN EASEMENT I~ ,D°I D•51 a; I,f :H TO BE TACKED OR MECHANICALLY TIED DOWN WORKING DAYS OR 30 CALENDAR DAYS OF ANY PHASE OF ~ ~
p .Q; I.C2 Nq~ ~ Sd t? ,3 .b~ I.S 0 0.03 3•Sz !Sd WITHIN TWO DAYS LIMITS (~F DISTURBANCE I~ p,~ IIN TWO DAYS AFTER MULCH 15 SPREAD. F = Z GRADING, WHICHEVER PERIOD IS SHORTER, B- SEEDED AND MULCHED. ~ N
.lb 3~ t.S b ?•K C ZS •1~ a: I.5 0• 3.24 ~G I 6 0 1 0~ A.G ki FLOW 0 WATER ,i 2, SITE AREA.:'SS'.1$+/- ACRES C d ~,j DISTURBED AREA. 7~3L ACRES Z
~x N o ~7 f•{ Ada' 1 cc~ ~ GleQtti C ~~D 15 Pa rwlar•+~n•t ME..h t~ . - ~~EnDE~. (_t11ct S SEllIAZLNT BASIN DIMENSIONS ~ a m ~ O
- NOr~-G t~ r ~ ctii,,~ 6•.ee n SC I SO I S 't-n,E~vo r0. Nil - PanM.ana~~ i A S nlt~~fT. CSQ _ k1f,.~ B SIN SPILLWAY i' t^ ~ ~t( 1 N. ~ ~ 2 SPILLWAY REO'D FLOW STORAGE DIMENSIONS (tt) ~
t* / - S£ IL X H) VOLUME Icfsl d Icf) TOP BOTTOM DEPTH (n IJ.I
~ i freeboard ~ i I _Z 15'~ ~0 ~'ri 22 • 2 • N ~
_ ~Ck Ch'KkDAM, D 4 ~ ' I• ` l' I 3g 2' I~'x~0~ 2 ~ C
) ~ r ',c ' s~ ,11 Z' t0 ~
T ~ a N 3 r< -,o~,F ~`'S r `7C t' 2 S ~Q 53 K9 X~5
~ ' 10~~C I E (0'~C I~ I rh'10 . I Z l q S TIE LINE TO
LIP ~~P1~oMl ;3 cft) _ - ESIG~`•1~Tlo'V 14, , t4' ~ 131' 3d 5 A PK NAIL C~cxWntm, 2ooe X 3 2 SET IN THE PKS ~NR1FX ASSOaAtESRP.A,
- ~ r<+Sc 516~t~1'A- ~ ~ c, r i. ~~~E r---~-- 0' . 1 a. .L 2.3 ~ I~ qh ~ R~wrwd. praluctbn a uw N INTERSECTION of Ne oantmt of Mb doamenp a
~~KINw~~ tJ(Y<~ c`~~~'~'ASI~I a30 jOZ I , , aMitbm a dWtlaN to thN daum~nt, I ' I d~= .y2 OF RED RD. ~ m .na. a w. cat, wlNaut w~ltten
-8-~" SEDIMENT ,'FhCE ~~r ~ u.)0 " t;.~.r q ~~fl55 C~(SuJ o ~ p' I 27 Z S CASTALIA RD. PROH~ITED ~ ASSOpATES, P.A., a Z
I ~ 10 10r IE l0'?<1.._ 1,.3~`~_ .~_°lS... _.x?9... 3lxll Z' w.w.
I I.FVEL S~ AD't~ X _ J i I ~o ~ ~
2.~lac• I I ~m
~ ~µt't"f I PIN# 380300b42890 I PIN# 380300755523 r ~ ! PIN# 380300562800 eon I ~ry PIN# 380300640867 ~ w ~
~ I LINDA E. BRASWELL I ALFRED L. ~ SANDRA / RICHARD T. FRITZ I \y NO-REF. FOUN I - G. WESTER I VINCENT S. d S86 40 55 E 3
D.B. 1422 PG. 679 I ZONED A-I D.B. 2006 JANICE K. HA 32.10' \ 1 LL ~ ~
~ ZONE A-I ~ + IR ~ ~ (IRON PG• ~ D • ~ ~ ~ FO ND L- - ~ FOUND P.B. 31 PG. 177 I IRON ' ~ , w ~ Z•~rti! I ~ CONTROL ZONED A-I (IRON D.H, 13b6 PG. 261 3' I ~ ~ I FOUND ZONED A-I t
W FOUND S86 39 45 E (tOTAL 58(.78 rj ,t/p tp ~ '38'50uE TOTAL 272.23' • -'I COR ER IGONTROL 1 ~ r S86'42'00"E (TOTAL 1214,25') . " ,
t . ~i1 r-- ~ S86 42 01 7 22 ; I b 6 - - ~ . ~ - - - I ? 169' 1~ 234 27 CORNER S86 40 54 E (TOTAL 480.54) I IRO 56 o~O IqB q q7 f/ rf~ ' 70~ , ,
D' ~ ~ I f 1~ 6 lP ( ~ ':~d,: :r:~ n ~ ' v t , 3 FOUND - I I' Q, , r u C,~B ~ ~
m Q, ~ ~ -I .~,-xx.b.~ - M ' I I N ~ r~ l G C 2 / 8 ~
ra ~ of ~ 3 ~ • 3 I I in ro G,~~ •.k:~:~ 36, 3. ~ sq, t. ~ ~ ~ ~ ~ \ I N I I I 1 I~ Q e~ r~' m, r Q ,l ~ 'c~ 14 ~ I \ \ ? v I I~~ i r cr ; ~ ' ' ~ / tpSS ~ Rt P ~ 15 I I t~i ~ 1 ~ I h i(V I r I r~ ~ r~
I X30 356. t 1 I I N 4 sq, ~ s \ ~ r v 30~ 17. = I 15 r~ ~ , f . I ~ ~ SA ~ • a : 0. acres / 1~ r e5 sW I 2 ~ 1 T+ ~ ~ ~ .96 \ o \ 0.7 acres I ~ 43, I. sq,ft. h 0.69 acres ~ ~ I WETLAN - V 1 i r a r ~l ~ c~ 0 I. ft. I I 3q, q3. sq,ft. ~ - I A ~ti 1 r' ' ~ r 0 ; .fit nr r PAP ~l:~k pAN1. ~ ~ I \ 1 I 1 F- i , ~ /
\ ~ ~ ~ ~ A I ~ .99 acres UMttl h rv ~I g ~ ro , ~ AR A / 1 ~ ~ o J \ J ttS - O,ql es \ \ 33 83 . ft ' ~ ' ~ %r 1, r loo' ~ acres UM I I ( 7 1 r ~1, • i ~ i~ 0 ~ - ~ I p, / ~ 'fYt, L ~ ~ A V 1 077 i I ~ f,,, ~ ~ ~
1 s I 9 / h ~ I - ` b Dt Ix J L \ 45,376. ft, 1 acres ~ I~____-, i ' ' CIG Q q
~ C:~.. - - - ~ yr• , \ 0 186 / ~i ~ ~ , ~ . ~ ~ I V 1.04 acres 1 IN f _ ~ q ~ r \ ~ A ~ 1 I b I~ t , ~ r y NOTEt LOT 5 IS
- I - _ 207 - - - - - r ~ ~ I a ~ i ~ ~ Z, / ~ \ \ 1~ y. i 'bl ~ ~ ~ A SPECIAL PURPOS ~ a~ J ti _ T I Q t'~ I E
I 2 ~ \ 1 1 ~ ~ I ~ I• Z S i ~ t.cY ~ 3 ~ t~ el I I~ r' I ,9 ft. A 1 • I ? 1 ~ ~ 11 \ . \ ~ l I ,tip' ' ' ' ~ ~ LOT FOR SEW ~ 'N ~ , ~ 2 ~ I I ~ 1 I II I ~ r ~ ; ~ ~ ER EASEMENT 1 r 0 , ~
E ~ 35 ; I ~ / : Rt~ AP - I ~ B~ eaa SR ~ ~ I ~ 07 acres ~ ' \ / 22 ~ 1,023. scyft ' I ( I 2 C 8 I ~ f t~ 1 ~ ( ~ A V 1 ~ ~ ~ J ' ' ~ ' ' ~ ~ 0 r~ i + I \ 1 To ~ I ~ - a; 1 b8,g04. eq,Ft.
R Pry ~Nc - ~ i ~ ~ 371, ft. ` ~ F° I o 0.71 acres ~ I 0,38 ft, p,I,,~ + I ~ ~ A I ~ o I ~8 \ % ~ r ^ 2 ti ~ a ~ + I v v v / aa,ti - ~ 1,56 acres 0
~ \ I 1 I I :0 1 fr ,69 acr a -„QEES - K ItIE I I o :G!' 0.69 ac ~ 16~ JRlcltr~b t _ s~ ) ~ n ( I I I I I 1 l . I 47, 221. sq~, oo - - ~ " , _ , ; g ~ 13 I ~ ~2 rt tl - 'r t ~ / 1 ~ ~ I , 8 acres t ~G ? , W V \ \ t ~ A 1~ qj ~ Q ~
v Rt ~ ~ t 244 ft, f - r -_JI I h I - \ - - I• S M 71REL~5 ~ c I ~ ~ 7" i .•.in ~ ~ ~ ~ res ?v ~ ' ~ 't, ~ / 4, q, sq,ft. ~ \ V ~ ~ ~ / ~ . ; EXISTING N c~ r ~ r 0.80 res I \ \ r l W ti
L _ ~ _ \ ~ - ---I--~ ,s ~ nc ~ 3 _ g t \ / ~ \ 1 19g _ / / ~ r ~ n 18 RCP n'' ~ ~ \ - ' ~ GROSSING "~t \ ~ y ~ / , ~ ~
1 ~ I f ~ i Te o ce°D oEF I I 2 7 ~ I BJIWED ~ F4 ~ ~ 211' I I I j ~ ~ ' ~ - - - - f . - - - - I 1 ~ ~ t~ v~~., , I rv ~ ~ r~ ~ I ~ v 196 h / V
nrC O nl F- ~ - - _ - - _ I V , ' I l ~ ~ ~ 'G~PSr 6tTE- Po NAT ~ rt ~ I j ~ '3 i 1 IN I ~ ~ o I SI I \ ~ ~ / ~ ~ r r'31~ ~N, 1 v , ~P 1 . ~ 6 3. ft. / r ~ J---- I 9 v v Q~~ ~ O
° ~ ~ yK E N / ~ i 4 .0 a g ~ :qtr:::: I s w 1 2 ~ I 3 r I ~ NO B i - 2 i ~ \ ~ ~ ,88, acres / ~ ' ~ ,I ~ 9 i ~ / . , j , ~ STORMWATER
- I I co. I 1 j 247 N•AstF ~ I.3 I 26 _ ~E~P"J tl~ v 023. ft. ~ ~ 1 I i 30 OI i ~ ~ 7 - - - - - l o i i ~ s9, I ~ I ~ ~ ~ ~ ~f:~ 46 633 ft I ~ ~ _ ~ _ _ t _ _2 _ _ 1g \ / nU ,Y '0 1' ~ / ~ , CONSERVATION l o ~ ~ ~ - ~ ' ' St ` ~ LOT TOTAL
I : I SHED S I I . , I I f0 I ' PFRO I 0 0.71 acres ~ I I ~ O 6 I acres I . I • / 07 r I ac es o , SHED S - , I ~ ,r& \ / / AR A I . ~ 24,521 aq, ft• `4 12 f`~ 134 285. ~ ' i
-;~-rT~- ...:•`l I i I ~ 0. I ~ II I TI G ~ I S?, v I / ~ ~ ~ I' ! I I~ ~ ~ r ! _ Ti WELL , o •a; I I ~ I I Nl~t I~ ~ I I I ~ Z ~ , \ ~ r i 0.56 A.ct.~ I n WELL , 13 (006, sq,ft. I I ~Q78 acres ~ . r \ l ' t ~ qty
Z V ~ i - p A K r 1 ~ ~ - ~ 9 I t(> L--- ' I S I ~ , ~i ~ ' .77 acres / , s ~ ~ / ~ ~ I ~ \ /
I _ ~ ~ I R ' PT 21+57. I ~ ~ ` y . - t 3 2 oq, ~ r , ~ , I ~ I I ~ Q ~ ~ 19 R ~ ~ c ~ : acres ~ ' ; i
7 ' C ERT N 8 - ~ 1~ ~ ~ - _ r ~
- - ~ ' I CP C S y ` ~i~ t ..b ~ ' ;r' , N 30 r ;•1•; ; ~ nR ( 20 _ I OME ~i~ t 0 ` ~9 ~ - _ r . ~ q '0. ace ~ l ~ I ~I'~ ~ ' , ~ I' ,
' ~ ~ ~9a ~ 31 45 ft. ~ ~ ~ I - Y0. ac e I ~1 sq, ~ / ;1; : : - 30, I, sq,f I BE DEMOLI N I - ~ t .72 acres ~ 37 ~ / I 2 0. r I
~ 1 I ~~II 35 031, ft. t ~ ~ / I l ~ _ ' w rte, sW t-~ ~ i - - ~ I _ -6 iggt Q1 iql ~ I ~ - - ~ 0
0.80~y~es,~9 ~ ~ I S 34,012. sq,ft. / 7 ~ 4
f' ~ ' I f / POF'L rK?{ / OT FO I, _ r I 4 I 19 ~ ` 070 'ocr~ ~ r CRE K 'LSE ER S T ~ 19 IS 6 I ~ ~ ~ I ~ I ~ I ` i p I -i I -l I,--3'1, 013, sq, Ft. 0.78 acres r44 8a G , / ' r A ~ ~ ~
- ~ ~ I A ~ I I FOKt L~7 d7 s f r ~ lY /I ~ ~ J E a - P ¦ +52. 33, 2. sq,ft '1 0.84 acres ~ / / , ° v - 0. 6 acres I r2tP / I / `ry' ~ A ~
~c r i I I i ~ ~ t ~ c ~ ~ ' a ~ / I 27 I ~ Z b ~S Ink I, aC 1 ?+2q. ti u~~ ~ ~rP FW AI I 4,046._sq,Ft, ~ ,
~ t i' ~ ' i C ~ ~ \ 03 f ' R1 ~~tD a ' ~n'~ / 3 , 7 ft I E~ ~ ~ ~ ~ ZPz'71bc, 6~' 'S / / . ~ ~ ~.~A C ER CEMETERY ' (,(1KIT5 9 4 / .7 ac es I.O6 acres ~ ~ 1 ~`I / I / 0 7th acres ~ ~ EMETERY - I I F~~7c'R/ ry ~ r ~'tg I r
/ ~ ~ ~ . . ~ / / Q L ~ ~ i ~ ~ I Is To BE ~oF -t. ~ • 1 rt E~1Y I I n ~ \ ~ ~ ~ ~ - + PROFS I i TO BE + - ~ CUL E - ~ / ~ c9 ROFE,SSION L , _ - - " ~ / r w ~
~ 'D13T, ~ / ~ p (9 1~ - Z " i M 33,2 sq,f~. ~ r55 ON L1 _ _ ~ 9 v ~ III ~ ~ I RE TED. ~ - - - - - Ig , ~ x . ~ ~ ~I~ 1 ~ + I 0.75 acres
1 411G t .F. IK r /
FOUND ' 19 ~ ~i ~ ~ ~F ' I V RT I ~ avccu~ ~ \ o f, ~ ~ ~ ~ . _ 18 RC CLl~SS , ~V ~ ~ 8 R L S I ~ ~ wr M . se~rr. - 0 CL~ 3+ - a ' .a'b/i ry ,
~ I ~s n ~ Iv - w) t.F ~ I - - 'y~ FOR ,@ y I 1 I~ i L.t: 8 00 ~ .
\ / _ 9+ +Oti - , \ ~ Q
~~r - _ 012+ ~ Y I -+I - -I i- - - - -1-s - - , w ! / ' D t ~ t'1 i,{~q'10 36 E \ OWNER: MYRL BODDIE HARRIS
I ~ / / d -1 ~ ~ POPL ~ / ~ -r- . I N r K ~ - T ~r , - - ~ tie POPLA RAE s - -205' ' ; ~~s '~~e r'`~ 1 ° I ~ ~ St t ~ , ~ ~ ,y~ ADDRESS: 201 SIXTH STREET ~
PIN# 380300437583 - ~i 'I ~ / 0n IN ~ N ~I ~ ? ~ I ~ I II IN rt 7 I ~tS ~ Int t.o ~s / ~ / ; r G~ ..~5 ~ ' , ~ / ~ NASHVILLE, NC 2785b m
LOWELL R. ~ a0 Q~~ ~ / ~ J I, , 166 CULV RT o. I x - - 1 MARGARET J. HARRIS ' I ~r 7~• > 20'- S ERA AJ C ~ / ,122/ / I I, hCP C S V ~ ~ ; / , ~ ; x Tor~E CoaS7• NOTESt ~ / r ~ p
D.B. 1083 PG. 298 m ~ I 1.96 ages I - - - WITH ,0• EASE N ~ ? I ~o o x y ,TOTAL NUMBER F ¦ N w • I OF ~ / 0 PROPOSED LOTS 47 ~
I / ~ WET ND ~ \ s I 4J ZONED A-I I ~ (ARE N~AD LL I ~r I I q / I I ~ GUL ~ tS'r~RB ~ vERr No, 7 2, MINIMUM LOT SIZE ¦ 30 000 ft, .o -z I ~a y I ~A ~ / i / 30" RGP CLASS CULVERT No. 2 3 _ r to ti ` ~ , / ( , ZONING A I _
F, ~ I p ~ ~ ~ . ,p.A.ZD / $•6 • L. F ~ I ` s ~ l ~I ~ I I .r I I o ~ . I • ~ ~ I I I I I J W', / IV)y.}. L.F. V 60 L.F. 24 RCP FRONT 50' ~ a 3 . /r / Q ~
E~~C ~ ~ ~ A l lg {6 R P I ~ ~ I I SF.Qt) I- I k ~ I I :C~ ' ~ / I c I ~ I / / ~ (CLASS IV) 0 0/, ~ / ~rt~hf.lt- SUB I ISION ~ ~ ~ SIDE 15' ~ I Er~r~AN
3 e~EEk Rotas D ~ / / : ~ 40 0 /A I 42 - I I?% 28 CE n ~ REAR ' 0 46 q , ~ SIGN EASEMENT ~
ACCT c ~ m U = ~ . • - 50 866. t / 5 0 s 1 I f. ~ "O ST 9 697. ft. E aft• ~ ~ I I 45 I~ ~ . / 72 17q f . ~ ry/ ~ 1S0 ~ % ~ SIDE CORNER 25' 57 4 I I ` 0/; 47 ~e'\ EXISTIN 4. PIN# 380300(a473gq 2 . sq,ft, .65 acres ry f ~57,Q33 sq,ft. ti, G
CDA( 5'~ ~.d C~ m I / , A 48,E , ~ • r~ ~ I I 44 1~ I, acres / ~ ~ i.16 es 2,923 sq,Ft ~ urtFU~ra~t - / 1.6o es ~ I AL(. SEA I ~ 41 I I I I acres ~ I I Ft. 1 acres I I ~ 1.32 acres ~ 18" RCP 5. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH s~g,Ft. ~ ~ ,
r cn T.tLYS~ ~ / 1 / / ~ I 2 ~ _ I Zf f1o~~" I ~ 1.31 A~ IOI 7 9. f I I I I OaE-S •ro ? / / I ~ ~ -I.. 10.84 acres CDA!?QD!C? I~F.A~AS ~ o u I . I I ~ ~ / ~ GROSSING THE NCDOT AND THE HASH COUNTY UNIFIED ~n,,~ Gres /I' AR I I ti ~ / DEVELOPMENT ORDINAGE. ~N .••.0(/
0 / / / ~1- II I z I 2.33 \acres I i 7 I I ~ I . e~~ ~ s~bJ4D z , , ~ ~ _ _ 9 - , _ 8 ~ ar2~ \ 1 ~I r , _ I I ~ P ~ , 6. OWNER: Esslp •.9 °s ti.
~ , ~ / ~A ~ ,I I I - sE .4. S t l,~lt ~ ~ o I ~ I ~ I o eat ~ I I ~ I I I ~ o, j YRL BODDIE HARRIS ~ .
T ~K~ FoarJ sLS ~ \ ' J ~ I ~ 9ESR~ ~('l0~ of / / / / I I sr~Er _ ~ I C=~`~-~I T - - _ ~ L _ _"t I --r I ~ ; ~ C' / ~ 201 SIXTH STREET to ~E,~1L 3 _ J _ _ / I + i r~ / NASHVILLE NC 7 ,~2~ / 2856 L 3.:76
~L~~ S~F ---J 16 I ~ 4 ssr ~ ~ - ~ t'~ $~C, ~ 9 - - ---.t w ' s o ~ 191 I ~ PHONE # _ O. ~
+ ~ ~ 2-$. 33`'yq 22T 7q• L•~~~ f ;D 17 I f, S ~ g><tSt Ir16 E ELOPER •.D S ~v~. ~ II (~'~.(c ~ RO~vUhY W.M, GARNER d SON BUILDERS, INC. ° ~ ~•.U.~' VCS
I RO 2 127t 127 CONSTR''UCTION SEQUENCE: I FOUND (TOTAL. 6750' ) N86'08'56"W ~R IRON - _ ~ ~ ~ `-"~-~-F2a~_ ~ Iq8'~~'~._ 7 ' / ' ~ 4 ~ h c H 1423 MARSHALL STREET S, HOP`S ~ , ~ 48 NOT R t~+
I I (1'OTA~I .37 N8b 17 q9' I. OBTAIN GRAD( P Rrnr PIN# 380300533523 ~ FOUND ) NG E FROM THE NCDENR, ~ I V I 4q Et..EI~= IRO ~ ~ 3E O~OKE RAPIDS, N.C, 27870
S DNEY R. GRIFFIN ~ y, - LAND QNALITY SECTION. N 4 s.a IN~~ 2. SET UP PRE-CONSTRUCTION CONFERENCE ON-SITE WITH THE ET AL. h STORMWATER I Z FOUN ~ ~ r sT~ eR>5D • 1-252-537-4767 CONSERVAT? 8, LINEAR FEET OF NEW ROADWAY
'~1.G,5 ~ C V . s, ~,s,~ STONE PIN# 380300637114 EROS( CONTROL INSPECTOR (TELEPHONE 91q-571-4700) D.B. 835 PG. 436 .C ~ sa I ,E~ 1,MN N ; LARRY K. # TERRI TO DI USS EROSION CONTROL MEASURES. ZONED A-I ° lZ ~ I LOT TOTA ~ ~ (CALCULATED FROM INTERSECTION TO CENTER Drawn by:
3. INSTAL STONE CONSTRUCTION ENTRANCE, SILT DIVERSION ~ r-_ L. WILLIAMS DITCHE AND SEDIMENT BASINS. CLEAR ONLY AS NECES RY p~ $~ff~ ~ _ ~ D.B. 999 PG. 808 AREA 44 q10 ft. ~ OF CUL-DE-SAC 1."~ r ~ ~ ~ ) ~
1 _ TO STRUCT THESE MEASURES. (CAR$ SNOV~D Ai 7~{ •fC S'1'l4y ~ ~•.l~ , ~ g I~ ~'I ' RUCK ArroN Al TDE of O+N - zONED A-I 1.03 Acres. -PLEASANT GARDENS ROAD ¦ 2542.54' Approved by.
4. CALL 91, -571-4700 FOR AN ON SITE INSPECTION BY EROSION secolN4 nlzruRC uASS 1 P.osloN toNiREe STONE I CONTR~I. INSPECTOR, WHEN APPROVED, BEGIN CLEARING AND r,u~icEaaE RATE KRq O, 2 ~ K• 1~ ~ ~ I IIE{gd SEOUtwI Ai r arnl Q~~ ~ -KINGSTREE COURT ¦ 537,83' Y f ~
GRUBBING OF THE SITE, sER~cEA wPCOaA m I \ I 5. MAINTAIN EROSION CONTROL DEVICES AS NEEDED. KCBf LE5°~ a 4 uromwetn saa -BEAR PEN COURT ¦ 507.86
I e.o~ INI. / H I b. STABILIfiE .THE SITE AS AREAS ARE BROUGHT TO FINAL GRADE. SLED1NG "0T"' NE1'WAr fl1EA rAeN¢ cus9 r EROS+oN cDHIRa sla+[ 7. ALL ER IpN CONTROL MEASURES SHALL BE CONSTRUCTED IN ` /.fTER AIKUSr .s ux uNSwnrlEO sEwcu scm. C. WHCRC PCRKYNC MWINL I! PLANICD DR NEAT APPEARANCF. 1! DHINCD, R11T -GHADBOURN COURT • 588.72' Date: ~k -HEMINGWAY COURT ¦ 317.42' 3-13-2006
ACCOR ANCE WITH THE NC EROSION AND SEDIMENT CONTROL ~ro~EATµE11DDl PR~ES~mIE+c`~ A~iNro °u~E, ADD n te~ACRE NULLED BER. , , 1tIP-1tA.1 Al1tON DIMENSIONS PLANNING AND DESIGN MANUALS, US DEPT. OF AGRICULTURE, ~oEAR4wue. N<a+EVeR, "'TER ru0-APwE rc Is rrsereRABU ro scED TrrrwARr CrOSS SBCLiOfI s q. ALL DISTANCES SHOWN ARE H RI Job name:
US SOII? CONSERVATION SERVICE. NuRSe s ' ' ''di ' ' 1 BCTMEEn Mr I AND A04UST 16, ADD MI INKRC GCRI'LW PIIf11T OR BIL•KRC ~ Tax W.v teoQih fNp. Mc B. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY SCEDINL DATb~~ TO KAT I D0. APrrn ALGOST I! ADD ~ LLKR[ RTE(LRAIN). SD STRUCTURE N0. Vo ZONE LENGTH WIDTH DEPTH COMMEN' M Jn17TEO s S ,vin eF ,t+~RtCU~T~,~E 0 ZONTAL, AREA
MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES BElT PD!lIBLE rAL~i ALG. n-sErr. K Au4. zo.ccr. ss ~U~6ai. i .$I a TO MINIMIZE EROSION, THE CONTRACTOR SHALL MAINTAIN urE WINTER, rEe. Is.rux.:I rce.l-APR. B ~ ~ .5 c bS R.H TH COMMENTS ' L pis Fa0 TP~'C~ DE?KA•T tT COMPUTED BY COORDINATE METHOD, NO NCGS REDROAD.DWG ~ SDI ~ ICS `SD IL Sup,uEY dF N~,lN mwuN /11.C• MONUMENTS FOUND WITHIN '
CONTACT WITH THE EROSION CONTROL INSPECTOR ru.~ Is acsT raR Tug rescue AxD urE MNrrcR roR ~ESP~ETAS. waaEEDNw \ / ~ 011, ~onlS~+~d4Ttoti( SERJ 2000, ~ 5S R.?V tS 10. EXISTING USE OF ALL ADJOINING PROPERTIES 15
50 THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT or~~E~E~EU ovER rALL sc[DED rexuE .s vERr EffeernE. \ t ~ ~LUGFt f1t Z t 2 I •Z S APPROPRIATE STAGES OF CONSTRUCTION. APPIr unE ArD rERTIUecR AccoRDU14 To !aE ruT, oR AwEr N,cm wieRE \ ~ slulxD sat '\~~t r ~L L. ^A AND ALRKULTURAI E4IFSTMC NiD I, DOD.LKR! ID-q•ID FERTILQfA \ ~ UNa U`ll {lj~~' t• ~ ~L 5 Std EKE 2•a A-I.
q• 4.EM4~E T F.AJPo M14~Y p'Ett(CES fE~? dTpJ+~ APP~T ~ OW ILKRC LRAN !TRAM or EQIIVALENT CO/ER Of ANOTNeR lUITABLE \ ~ B ' ~¢,~I ~i- I ~/E~~~/~y ~ ItULCH. ANCHOR lTRAN BT TKAING NITN NPNLLTL N[TTIN:, DR pDVNY. OR BY fllpl fMUC I I f r L S L NOTE: NO EROSION CONTROL MEASURES TO BE LOCATED II. TOTAL AREA OF PARCEL ¦ 2,455,038 sq, ft. Scale:
l9 •ro 7yy L~(:'Y E LNY,J/{~PB • CRInPIN4 Nrt.1 A IkJLCX 4KNDR TCQ. A plY. NnN GLADE! M NEARET lTRILHf / - _ ' • J (~,L~j.f ~ Rt S QL{V,S Y RlP (+~0 IN PROTECTED TAR/PAM BUFFER AREA• (56.35-ac.) - - 1 ~~=100 (H)
• C~N 5f JNTENANCD A5 A MLCW ANCHOR NG TOOL. J I mAE. REIERTILIZE IN THE 5F YEAR L*"-15 GROWTH 15 FULLY AIMLIATE. MAY BE \ 1 ~1 PEAK FLOW NOTE FOR NASH CQ iNTY: ac IV I AL AKtA Ur Ntw Kiw ¦ 2521747 sq, ft. (5.57 CLA65 3: RI (V)
MCHED ONCE OR TRICE A YEAR, BUT MOWING 15 NOT MECE55ART. RESEED, / C NEYEAr 0 o etr m1 Z FERTILIZE, AND f'WLCN 0.vuGED ARGS IMEGATELT. 1-5 ILI 5 2 THIS SITE IS EXEMPT FROM PEAK FLOW ATTENUATION UNDER 13, AVERAGE LOT SIZE ¦ 44
BAR GRAPW 1"•100' Stone Sec-Jor a- I g $ 5) $ 55 3.3.2.B.V. AS FOLLOWS: OVERALL IMPERVIOUS SURFACE 2.:17 Ac./ T 14. TOTAL AREA OF PROPOSED IMPERVIOUS u f '21p ad. OTAL TRACT ROAD
c'o, 00, L'UuT 8 6. 1.5 CLASS -r Z ggq UNDER UDO 12, ,866.6 sq, ft. (1,03 ac,) S C 2 ACRE 56.35 ACRES < 15%, 4.2% CALCULATED AND UTILIZES THE PERVIOUS PORTIONS SURFACE ON PARCEL = 103 500 s ft 7 I' ASS -r ? OF THE SITE TO MAINTAIN ONS ' q, (2.3 ac.) AND CONTROL STORMWATER RUNOFF, 15, A PERMIT I Sheet No.
100 0 50 100 200 400 ROCK DAM DETAIL 62 = Ili 61101 ~i~77 NOT TO SCALE AREAS TO CHECK BMP CALCULATIONS: S TO BE OBTAINED AND EXISTING
IMPERVIOUS SURFACE ROAD SURFACE 2.37 ACRES INCLUDING DRIVEWAYS I6HOME E15 TO TF.p R BE DEMOLISHED, DEBRIS HAULED OFF. A, /'oc/'c -r,!a\ " - - , ,A" ~ . C~MFY 15 TO RF_ PROFES51ONALY RFLOCATGn „ ~ ~ ~

- - - ,
r-~,. ~ E.~ ' _•s,..._ ..,~w
ISS • IRON STAKE SET ' EIS a EXISTING IRON STAKE - a;- r - ~a~
uuvaaAnu a•aaa.aa uu,aay \J1VJwJ PKSi PK NAIL SET v EPKA EXISTING PK NAIL TIL4PL+ZOiUALDITCIiDIA9;NSI01aS SEEDBED PRE
PP`Zh POWER POLE Dlrcrl a,B s,l%) ss D(hl w1lu Buu „ ~ P T ANY LAND DI9TUREIIN ~ U~` HED REPARATION N0. ES. G ACTIVITY GRI:,gTER THAN s ACRf?5 REQUIRES C4hlp wt~K ~~n > CONDITIONS OF TWE GENI"RAL PERMIT TO p19CHARG~ STORM W T R LIANCE K,,. R WpT ASER p
R/W RIGHT OF WAY N0. Stabilisation - SURFACE WATER G( (H:V) DITCH O,B 5,196) SS D(f0 W(hl Blft) n V,° $teblll:ation NATI A A E UNDER THI p5N 8~ p 4CE WATER CONTROL MEASURES TO BE INSTALLED ~ L P(?LLUTANT D18CWAR~E ELIMINATION SYSTEM (PERMIT N0, NC Q ~
RRS• RAILROAD SPIKE SET N0. IH:V) ACCORDING TO PL, ERRo EX.RAILROAD SPIKE 1 I.I 0•s LS ~ d AREAS TO BE SEEI ANY PERMIT NQN COMP GQI0000 ~ ~ )RDING TO PLAN. LIANCE 15 A VIOLATION OF THE C~.EAN WATER ACT AND ~ I .5 TO BE SEEDED SHALL BE RIPPED AND SPREAD MAY REQUIRE ENFORCEMENT ACTION EIY THE NORTM CAROLINA DEPARTME x ry [
NLS ~ NAIL SET .3 C i~ 6 2 ~ 5 { ~ IS •6S 01"4 3~ D .6Z WITH AVAILABLE T AVAILABLE TOPSOIL 3" DEEP. 0~ ENVIRONMENT, HEALTH ANp NATURAL NT 0 Ol ~ R1;SOURGE5. ~ ~ h
ONE OVE HEA d' 2'16 ; I ,S ~ ~ 0 L hG $C (3!I ~ D ELECTRIC - e .2$ ~ s, LOOSE ROCKS, ROC E ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL y ~t' :EMOVED FROM THE SURFACE 50 THAT THEY WILL TRACTOR IS FULLY RESPONSIBL CASTALIA m
GP >n COt+1PUTED POINT 3 LO.25 I•s o ~ 0 2 .o Ai C 50~ BE REMOVED FROr MON. a RID M ~ ~ ISr7 .1~ L •5 ,03 NOT INTERFERE WI E FOR CON ~ V 1 ~ INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE PARTIES AND ASSURING THAT EXIS TACTING APPROPRIATE ~ ~
~ ONUMENT ~ .S I,S •T 7 OF VEGETATION ~ • 2 b.l~ I I •S .Q3 2.23 . S CMP CORRUGATED METAL PIPE $ 1.S S'd PREPARATION AT PRIOR TO THE COMMENC TING UTILITIES ARE LOCATtD 4~ N EGETATION. SURFACE FOR FINAL SEEDBED - EMENT OF CD C ~
' o o.oa 3,aq C $ ~ 38 S o PED m PHONE PEDISTAL ~ 1 I, p,01 C REASONABLY SMOG 'ARATION, AT FINISHED GRADES SHOWN, SHALL BE I ~0-632-4g4q, ;48 }~jURS N5TRUCTIDN. CALL ~ ~ tV ~ONABLY SMOOTH AND UNIFORM. UTILITY LOCATING PRIOR TO COMMENCEMENT OF WORK FOR n 4 ~ ~ u
• 1•S ~ ~ Z• N x Sd 4. IF ND SDIL TEST I~ SOIL DIVISION LINE Z.pp S ,p ,7 ~ 2.79 I•S 0 ~ Q~~ D 6 G J,Sp BE ACCORDIN SOIL TEST IS TAKEN FERTILI SERVICES. 51TE" ~ ~ y ZER AND LIME TO ~ ~
3 2 b• q I,S 0 .7 G TO NoA I ~69A ,yqs{~ I. D~ a: L3 ~ s 103 r) IN ADDITION, PROV CCORDING TO SEEDING SPECIFICATIONS ABOVE. TRACTOR SHALL VE - STRUCTURES PRI RIFT. LOCATION AND SIZE OF ANY DRAINA E ~ ~ >DITION, PROVIDE 15 CBS./ 1000 S.F. OF SUPER- OR TO THE COMMEN G ~
5Q~ L TYPE r:Re.K d~ I'$0 ~ l•S 3.ZZ PHOSPHATE. CLI• Scc~ Kuxn~c• 9 2.I~ 0•`19 3~1 I.S d d 3~ PRATE. ~ CEMENT OF CONSTRUCTION.
'I .oq 5. IF A SOIL TEST IS I /V $ ~3 LS D 3•`i G D Z,~ i•S SD LIME ACCORDING TI SOIL TEST IS TAKEN, PROVIDE FERTILIZER AND GENERAL NOTES: ~ ACCORDING TO SOIL TEST REPORT. N
W$TLAND AREA DELINEATED 0 G 3 2'f 3; I i•S .o I, 6. FERTILIZER AND LII' I I 2.oS 3: c G I ~ c 30 Bh MR, MICHAEL HORAN DIVISION •S ~ ,p ,3 AND MIXED WITH Ti LIZER AND LIME SHALL BE APPLIED UNIFORMLY I~ STABILIZATION IS THE BEST FORM OF EROSION CONTROL. nn 11 01 ~
G C SU1 ZS aL50 3~ ( I.S 0 0. 1.38 ~A~ scrSO OF WATER QUALITY, It .5 7. ADDITIONAL EROSIO TEMPORARY SEEDING IS N C W ~ "11XED WITH THE SOIL DURING SEEDBED PREPARATION. E ESSARY TO ACHIEVE EROSION CONTROL C W n 'ZONAL EROSION CONTROL MEASURES MAY BE ~ LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY [ W N
.bl o I is q P.S.D.E. ROPOSED STORM DRAIN Q '31 AG SLI~ '`~.q 3: g,l{p REQUIRED DEPENDII EASEMENT I~ ,(p) D.51 a: 0 ~ C($0 8. MUL H A Y ~ RE VI QUIR CI ED N A I SP T RT 0 MA o` F THE CONS RED DEPENDING ON FIELD CONDITIONS. TRUCTION SEQUENCE SHOWN ON NTS ~ ~
LIMI s D I•L2 f) Z7 3 g 3; C TO BE TAC TS 0 DISTURBANCE ~ww+^•r•- ~ S I I.S 0 D•a3 3•$z 1Sd WITHIN TWO DA I TO BE TACKED OR MECHANICALLY TIED DOWN THE PLAN. ALL DENUDED AREAS LEFT EXPOSED WILL, WITHIN 15 a N WORKING DAYS OR 30 CALENDAR DAYS OF ANY PHASE OF • 1~ U N TWO DAYS AFTER MULCH IS SPREAD. Q.
I~ , b o,~p x Ys , 1 3 • I.S I. ~ q FLOW OF WATER ~ « ~ C I ~ . ~ ~ 3 • I •s 1 D•D~ 3.2Z GRADING, WHICHEVER PERIOD IS SNORTER, BE SEEDED AND MULCHED. Z
~ -L S?I:EnDEl2 NOI~-'T f•{ A/s'tia CQ_~l 6leaul C ~'~0 15 '~o~wtar~+ln'~ Mu.j'Ft~ _ ` 2, SITE AREA.' 55.15+/- ACRES Q~ ~ SDDIIIILNT DASIN DIMENSIONS DISTURBED AREA: 7.3E ACRES . [ Q ~,j
_ Ltuc ~ , S ~tE~t(T uo+~G r ~ c>xw 6~.ee n SC l Sp •s 5 Ta o ra I ~ ~ Z a
BASIN SPILLWAY O SPILLWAY REO'D FLOW STORAGE DIMENSIONS Iltl 1- ~
N0. (L X HI (L X HI VOLUME Icfa) (f~ Icll TOP BOT70M DEPTH
_ Freeboard ~ , , - ~0~ CNEC!-,'JAM. Q 15 ~ 7' fn W C7 ;x a0 x 22 2 Z ;:i
4 J 1 ~ ' ' I' I 3~ 2' 1.4'x40. N ~ '
51 ~ N 3 fA y,:y _ o~;t CC~_ O t1. • ~ ' ' S~ ,11 ~ 2'
~K 1' 7Cl z s~B ~s~93 ~~><~S
~I ~~Pr7o~( B tFi> ~ 10''~I~ 1 t ' 1' o~ 140 ,i1 l q 5
~ - - VV1, ~~SfG rh.. ~T tb d vt~l,vw6 ~J.Tc TIE LINE TO ld` 131• 30X53 2' A PK NAI cap~nt , coos
c a' g4lliElf ASSOgATE$, P.A. 1 a• 2 PKS '1.• 3 7 I~ N Z • SET IN THE ~ All Right" Reserved. Reproductbn or uw
-~--14-x+- t~ ItinEN T PFkce v` OLD ~ ~S I I~ ~ 30 j 0 Z I , , INTERSECTION of the content of MIe doament, or I r ' I d33 ,.1 ?j 2 • addllbns ar dNetlons to thle doament, ~.i
SS ~ '~~r ~ v.~0 v C~~ ~l~s a I C~i• I C ~ I. I 2q q Q~~L OF RED RD. ~ h wnde or M pat, wlthaut written can-`f (i S C~ sent of aNL/EK ASSOgA1ES, P.A., Is S, r 2 • CASTALIA RD, pRa,lel,Eo
S~READ'E~ 10 I o' I' I LEVEL ~ ~ _ _ to xl 1,~.~`~ _ .~~95.. _.x74. 3(x11 2'
I 4, 2,~.~,~~, I I ~~w
dnt QTY I PIN# 38030064 ?o ~ P ~,m
PIN# 380300562800 C'0A"~``~ 2890 I PIN# 980300755523 l; L•T• I LINDA E. A RICHARD T. FRITZ BR SWELL I ALFRED L, ~ SANDRA ~ry
f; ~ ~ NO REF. FOUN D,B. 1422 PG. 679 ~ I G. WESTER PIN# 380300840867 I yiNCENT S86'40'55"E _ 5, ~
I? :I IRO I ZONED A-I !IRON D.B, 2006 I I ZONED A-I ~ ~ L.- ~ ~ PG. 998 IRON _ FO ND _ _ ~ FOUND P.B, 31 PG. 177 I + 3 JANICE K. HALL 32.10 ~
w ~ FOUND •i ~ a , ~kSlal I - - - - - - - - - ~ 586'39 45 E (TOTAL 581,78 rj ,vQ ~ Y I CONTROL ZONED A-I ~ IRON D.B. 1366 PG. 261 U I~ I FOUND ZONED A-I ~ ~
„ . '38 50 E TOTAL 272.23 ~ - b _ 22 GARNER ~ ~ ~ 7 _ I \ I ' ~ 586'42'00° u ! !4' 586'42 00 E (TOTAL 1214,25') I CONTROL _ ~ ~ ro r
~ ~ ~ , ~I - - - I •:2,, 69 1~6 i 234 27 m I I ~ 1 + ~ I ~ ~ C$'• 1j - - ~ - I CORNER 586'40'54"E (TOTAL 480.54') ~ 56 0`0 I q8 77 q ~ r-, I R
Q, 1 - - - I~ I NAT d ~I G C '1 _ q -I ~ - - ~ r ~ 2 ~ q7 r~ r r 70~ r r~ 3 - ~ I-------- - 1 - , i ~ , ~ r~ p r FOUND
J 1 0 ~ 3 ~ ~ ~ ~ 34' u+ ~ro I 0 ~ oL~ ~ I I N 1 T :,•.a.•.• : ~ 36 3. s fit. ~ - ~ 23 ~ N I I I ~ \ ~ ~ r r-~ r r r l r r b
~ 130 356. ft ~ 4 \ , a ~ ~ I ,ut y ~ T\~ s 1 I ~ ~ I- I ' 1 ~ + ~ ac S, .d~' a 0. res ~ t r 30, 17, sq, 15 I 0,69 acres ~ ~ T ~ ~ I 9 I 2 I - I 1 Q r m I I 14 ~ ~ ~ \ ? I ~ 181 rV', r r Q r ~ ~
~ ~ ~ 'P\: I ~ WE7LAN i , o ~ 0. acres I ~ 43,11, sq,ft. I lv \ i g ~ r- m ~ \ ~ - 3Q ~ ~ \ 0 1 ~ I li .~(V\ i i~ r r N r l ~ l tPSS QI P N ft. I , q3, sq,ft, \ \ 1 , r ur_ r T• ~ sq, ~ I I nr I I i r, n r . ry; r l ~ O 0 ql \ I~ \ I 1>/ r ~ s nr f"' r C.l1~'~ per' S- res 1 H I ~ r,. ~ 6hP
n~ (v ~ ~ AR A • 1,1~ I ,99 acres ~INu'rs OF rr b ores NM1'r I \ r , , ~ / I ) V 1 33,83 , sq,ft, 0 + ' ~ ~ ~~n, r~ r oo• ~ V 7 1 I h I r p~ r ~ L I OF -1 0.77 acres ~ ~ I , I ~Y ~
-J - L _ _ ( l:': - t ~ Dt o + ~ ~ ~ NRB \ 45,976, sq,ft, 1 i~-----~ '~n , ? 0,% f~ ~ _ q
2071 • - - - I ~ ,a~ - ~ ~ I \ 1.04 acres \ I I" , i V 9 ~ N ~ r C~ / ~ 6 ~ ~ I Q 1 / / ~ A ~ 1 , I 1 I b I t!,
I J / ~ ~ . ~ ~ I \ \ 1~ i ibx rr ~ / r 1-.' ~ NOTEI LOT 5 IS 11 \ o I u, rt~l , iQ' , e , A SPECIAL PURPOSE
~ 35 l I I 4t~ 9 Ft C~ I T" T3~ •AU ou SITE I E ~ 1 / { ~ _ ~ 2 I I ~ \ 1 1 m I II ,tit r r ~ , ~ LOT FOR SEWER EASEM O `N ~ ~ , , ENT ~ ~ ~ \ 1 i , +r p r ,
I I 07 Rte A? Q R Pft, n1G - E023, sq,ft I acres '1~ I 2 ~ + / 22 I ~ 0 0.71 acres ( ~ ~ ~ C ~ I ~ r ~ v v ~ 5 ~
~ ~ I,~ 0,38 ft, ,371, ft, ~ ~ I - 1E ~Rl~ltNb o•~ c~ES - ,~K Itc I p { I A.ntil I I ti I A d3 ~ ; ~ n 'rG! 10.69 ac I I f .69 acr I6 I A ~ . 1 \ \ \ p~ t~``?b '~itn ~ / 1.58 acres ~ O
P ARt+a I ~ { I I S ~ :a _ ~ ~ r N1 s ( I 1 s-y-v M t'~S • -CIRF.~ o I - - - - i p . I I h ~ , 2A~? Ft, g ~ 13 A \ 47, 221, sq~, 0 ; • 1 ~ - , ' A V acres \ '~1 ~L: ~
r ti I J ~ t ' ~ . co \ . 5 L _ _ 4 ~ res _ • `fa 3 - M S ~ ~ P - \ \ ~ ~ s3~ 1 ~ ~ r ~ EXISTIN ~ ~ 0.80 res 1 v O , ~ G e~ `ac \ ~
I ~C . . ~ ~g__ ~ ~ - - I ~ I ~ BJ~Ea c(~ 1~i~ceD OEF o ~ !I ~ ` I ~ \ 8 / / ~ . n 18 RCP ti ~ ~ ~ ~ V \ - ' ~ ~ CROSSING
r~ i e I I7 2 z II ~ _ 2 1 _ D I - t 0 ~ I- I - G 0 N~'T i f ~ - - - p ~ 1 f ~ - I 6R"E - - o ~ I ~ 1 ~ r .a. Dr ' rW~ ~ , , ~ ~ ~ ~ I ~ ~ ~~-196 - ~ i kOD ~ 4 r '~I c~
o I ~ ~ N I 3 cn 1 \ _ $~fzta ~l~.Lk I ~ ~ ,r '3~ 1 0 I o I I I •-o ~'t" 3S ~ w 1 45 X52 I ~ • ~ ~ I a ~,a~ L---- 9 V >k ~ ~ l . ~ 6 3, t / I v qr sq,f . ?C
N~ co• 1 ~ NOB ~I Y I I I ~ I I ~I ~ ~ - ~ llF,.~ T3Y tf ~ 21 EaP I 1 1 ~ f I ~ 26 v I t 023. ft. J • : I ~ _ _ 247 ~ ~ ~ ~ ~ ~ o _ ~C I • , . Acres / x f~ 9 / ' ~ 1, , rtORMWAT~R ~ V ;
I o 0.71 acres I I ,633 qq~~EE ft. ~ , ~ o '-If } I 51•If D I~ s ~ O ~ V / ~ , . / n~a' ~ , CONSERVATION 'i ~fDS ~ / I ~ st
~ t r ' • ~ I Pi~ROX I ~ ` 06 ~ - 4 - - - - - - I I 1' ~.':'a4U. I ~ 1.07 acres ~ ~ Gk: es I 1 \ --i-;~+-~- I / ~ ~ ~ ~ I ~ ~ ~ I ~ EXI TII~G ~ I ~ I 1 _ ~ r1t~ v / / , ~ LOT, TOTAL . I 12 ~A 13,x1285 ~ ~ AREA 24 521 Ft. I r l r f sqr
• , : ~ ~ WELL I I I ~ r z ~ I I - I~ I I lC ~ f ~IELL I - 3 606, ft. f 2 ' ~ - h \ r r N ~ I ~ ~ I xlr ~Q78 acres ~ _ ~ \ / r
- - ~ -i ~ - - 9 1 I ~fA K + I I ~ :•r... I ~ ' ~ ~i ~ - - ~ : r: ~ s 77 d i • ~ acres I / ~ 3-- \ \ / , ;
L ~ PT 21+57, ~N I ~ I ' 2l7 0 ,I ~ ~ i ~ C ERT N 8_ - - - - F I ~ I I a a~ r, , O R ~ ' 4 ~ \p', v 1 g r
~ _ - ~ /I :1;: ~ Y I IS I ~ 30 ~ RCP C S f 98 N'. ~ . n ( ~ t I I I ~ ,~t+ ~ ~ S ~ ' acres i v ~ - n, / ti t I ti ~
~ + ~ 31 q5 t ~ ~ ~ I ~ ~ 20 I OME • f, I ~ l ~ ~ ~ ~:~:a};' 30 I. f BE DEMOLI ~0• e : r~ ~ Q ~ 9 - / '~'o. e I % I r,r ~ ~ r - q
37 .72 acres _ ' xL I _ _ _ ~ ~ ~ I ~ •I,.a 2 ~ 0. re ( I I I 031, ft. 1 ~ i r,. x1f ~ ~ ~ ~ l - ~ h ~ 168' ; r
I ~ ~ - - tip!! _ I 0.80' es 96 d ~ ~ i I _ I '6 _ iqq' 4 _ Iql ~ ~ ~ ~ 4 "1
~f ~ 0 26'. tl~ ~ 1 I , s~,f ~ I ~ UR OS , X19. , ' ry ~ I ~ lr P~L ~ OT FO ~ I • I I _ i r r~ X10 34 012. ft. / ~ \ V
I ~ ~ , ~ 0, 0 ~acr~s' ~ / I r~ GRE ----I - ~ SEWER S T ~ - I 19 - ~ eJ ~ l ~ A I ~ ~ L 9 I ,r ~ ~ I I 37,013, sq,ft. 0.78 acre - - n q 4 I• ~ ~ ~ ~ / w 33 2, ft ~ ,S / V
' F ~ ~C Y /I ~ ~j I ~ I~ 1 I OR LOT ~ 17 s f ~ ~ a i I i 27 ~ t ~ t ~ , ~ a ~ ~ _ P +52. Orb ~ ~ 0,84 acres 1 / A aw . acres I , r~tP ~ - = I+ / I / A ~
i ( I I I ~ r , y , ~ 0 ( r"~8 N ~ c "C"b $rbshk 1;09 acres I ~ 6~' tVltT n'd ~ / ~ 3 ,,722, ft I 4 Y~03 sq,ftl~' ~ , v I I I r- ti~ f ~.I F+~T t ~ ~ ,55 3 / ~ P J . 1+2q. i hl H°-3 i I ~ R'rP CIA/ ~l 4,046. sq,ft, _r~~r . ~`2
, ~ 9 ~ ~ .O6 acres I C ER CEMETERY ~ ~ ~ ~ ,7 ac es ~ I II , ~ ~E~- of I ~ 4 i ~ i ~ \ 9p IETERY I ~ FrtTCQ/ ry/ 0,75-acres ~S /
~ I I ~ ~ , ~ ~ ~ ~ ~ ~ PROFE lON L ~ 9 0 ~ Z ~ ~ + ~ 3 2 ~ _ x a ~ III ~ I ~ a ~ t 88, sq,f~, ~ '0 BE I , ~ +FE~SION L ~ - ~ CUL E ~ - / / ~'L
IRON ~ i,~, ( 4t 1 ~ i 0.75~res LOC TED. V \ s; 9 a r ' i..F. H, OCATED. _ 0 ,RCP S / ~ ~
F 19 ~ ~ + Rfi 6 N ~ F ~ I V RT I SPFGIA4 P t'I~ L .F. Br~,Sr / ' ~ F / K , e f o ~ ~ /
\ I~ ~ / ~ ~ ~ 8 R L ' ~ _ 18 RC CLASS '8 I ` 5 I ' LOf M 3t~~r. ~ ~11 8 ~ II ~ \ IV ~ ~ -1 Fae - IV t,p. . ~ J r 0 .F• Q
~~j ~^~h,.-W,,~,, ~ - - z
x ~ n !7+ +Ob • i~i`~, ~ ~ ~'i~ _ I --bpd 1 I I + • 9+' - :'~Ob• 700 ~__.r,,.,>{ h
I A~ / - -hr--+~- A / f-`~ +1-- s - s . I-+.r - - ~ li I~ ~ ~ / ~ - ~ ~ / ~ I ~ , vi -d / ~ ' ~ ~~A / ~ N
PIN# 380300437583 - I ~ ~~I ~ ~ •I - POPLA N co I ~ ~ 1~ p I I~ IK ~ pOPLA CR~.EK 05,' - ~ ~ ~ ` - OWNER; MYRL BODDIE HARRIS Stt 2 r ,~~s. ^~CZc ,r'x ~r ~
LOWELL R. ~ m rr, 138 I A 1 ~6 1 13 ' IN k 7 i ' t3 , !nl c.~ t~3 ~ MARGARET J. HARRIS ~ ' I 85 740• ~ ~ I I _--16 ~LV RT o. I x ~ ' I s ~ / r r ~ 9 Nh ;'~'.:,~o: l/ ADDRESS: 201 SIXTH STREET I ~ / ~r r/-- G ..2 '~,~'r~. ~
I I i ~ ~g2-'~ / d ; 1 1 > 201 S~IER~ C ('S~ nr D.B, 1083 PG, 298 m ~ I 1.96 awes / ~ F~CP C S V u i i JCS , 3 r,r.J~tt?~~> ~ / r NAS~IVILLE, NC 27856 I • r , l 5p ''1;' E' CDIJSI'. to ~ ~ I~ f.
ZONED A-I I ~ ~ ~ i 1C ~ ~ - WITH ~ , ,0, EASEr'QEN .o . ~ ~ m ~ I ~ b ~ WET ND ~ , ~ r I ~ .o t.1MtTS y / A ! / 6 - gyp' • y0o NOTES: I I o~ I ~ / x ~ I, TOTAL NUMBER OF PROPOSED LOTS = 47 A
Q ' I ~ ~ ~ / ~ - i f HEAD LL. w ~Ir I m a~ ARE I ~ ~ w ~I o R 5 r~ i ~ ~ ~ I ~ 9tsT~RBo~ 1 CULVERT No, 7 c I I ~ I ~A I l ` r / 30" RCP 2. MINIMUM LOT SIZE ¦ 30,000 sq, ft, ~ o NZ I ti ~ (CLASS .CULVERT No. 2 3 , _ r
S~QU ~~Ct : ~ ~ b AItSfA 18 " ~ Rc P ~ s l * ~ I I I ~ ~ I ~ I I ~ ~ I ~I i I J W'r / / IV) .l.f. ~ b0 L.F. 24" RC • ZONING A I N I ~ ~ ~/r ; / "4`} Q ~ P FRONT 50' ~ a t.
3 --o a a - h I ~ 4/~ , 3~1~~f.tt- SUBpI ISION / ~ (CLASS IV) , I ~ L~ - I 0~ (0 r r / ENTVA ~ SIDE 15 ~ R NC
P LfV ~ ~'f~EEtr RoA D w I i i / ~ ~ I I r I ,4~T~R- i , - 40 ~ /A I ~ so - I D /ET t0~ m ~ m : ~Ia:~::•: ~ ~ i ` I 42 I ~ f5 CDI~fs"f ~ C-~ ';,O 5`C m I ~ 9,697. ft. ~ / 5 ,048,~sq,ft. ~ ~ l ~ I - 50 866. q3 ~ I I 1!i ~ ~ `uO Q' i~ ~ 28 SIGN EASEME 7 ` REAR 30' 45 I~ ml ~ 72 17q s f . ~ ry/ ~15~ N ~ : I
pIMEU'rKT~(- ~ ~ I>~ ~~:4;~:::;:; • ~ 61 ft, I I ~ ~~f~ (,C d0. U. SE I~ ~ I.60 acrees ~_~3~ acres ~ / ~ > I N .16 ae es 2,929 sgfft I qq 57 r W r 47 , ~ SIDE CORNER 25 57,42 , sq,ft, Iln 1,65 acr ry0/' X57 q33 t EXISTIN 4, PIN#
~ 41 I I I ~M~" ~ i / / I ' r.• .21 acr ~ I i3 ft r~ ~?n0(~ r~r~t,S•f1Re-S 7o v I 1~~~ (.3t ~ lol 7 9, f I I es ~ I~ I / i r sq, f, ti, G 380300b473gq ,ft, I acres 1,32 acr ~ 18" RCP 5. A I ~ ~ es / LL CONSTRUCTION TO BE IN ACCORDA
a C.o a ~ / / I , ~ I I I --~1. 10.84 acres 2EAN\ • E S(-(eJ4D ~ z ~ ~ / /r \ N°` p ~ { zu { 2.33 acres I s ~ I ~ y ~ CROSSING THE NGDOT AND H NCE WITH T E HASH COUNTY UNIFIED I I I ti IL'f I DEVELO M A
~ ~ ~ I t 0 17 I I ~ I 1~S LITtC~ / / / ~?A ~ { 4 ~ I 8 I. T~K~~ T ~sE ~ ~ o I I \ . ~ ~ I 9 ~ I I P ~ F / PENT ORDINAGE H RO - I . I I Tai R~ ~ ~ '~.y rvlti~ ~ ~ i 6, OWNER: C~.• g .N SED R ~ ~ E sr . q o
I J I d l A( OF FtGw) sS,S• i~ A ~ I i 176 I I 9E 5 R• PT / ~ / / -~-_V I ~ , ~ o I I I d , ~ ''9•f' / MYRL BODDIE HA I t'"` N
~sscBL ~ F..,~ ~ ~ ~ L-- L-- m 19 so X16 ~ ?4'' ~ - ~ I tit 4 ,,6, / RR S ~ 9~ - ~ L - - - - - - / ~ ~ ~ i~ _ f Q. / 201 51XTH STREET - J L - _ _ _ _ J I ~ ~ ~ ,,Zp / NASHVILLE, NC 27856 _7r.,
_ - ~ • 33~~0 ~ 227' ~ + - ~ - - - 19T'~_ 191' I --'_F2~ I ti PHONE # ,r u„76 s. 17 I I ,7 ~ O:
IRO 79 r l ~ L••• 73 l Iqf '..---t_ ~ ~ - i ~ ' CONSTRUCTION SEQUENCE I FOUND (TOTAL 67510' ) N86'08'56"W 86 ~ 127 12Z1_ 12T'----___ I , . \ ~ S ~ R / EX ST 1N 7, DEVELOPER, ~J. i ~ , 7. t Ro+~~Y W.M, GARNER d 50N I ~4` SURV ii
I. OBTAIN I # ~ IRON _ 27 ~1-2- N-~_ Iq8 + I Q BU LDERS, INC. ~ ~t~ ?h I "W--___ _ _ 48 cN ~tOT 423 MARSHALL STREET S, HpP~ ~ j
LAND GR,~DING PERMIT FROM THE NGDENR, I P N 380300533523 ~ IFOUND ~ { 10TAt-I .3T) N86'1TggRW---- OUA ITY SECTION. SIDNEY R. GRIFFIN ~ ~ ~ - ~ho i 2. SET UP PR -CONSTRUCTION CONFERENCE ON-SITE WITH THE ET Q,L, ~ h s,a wn ~ SY Tv 3E ROANOKE RAPIDS N.C, 27870 ,,„.,,:~,twi i Fl.E1!= IR ~ STORMWATER 1'1~•S$• FOUN ~ ~1sTUe¢ED • I-252-537-4767
EROSION ROL INSPECTOR (TELEPHONE [phone] ~ ~1. , J S) wisli.D STON[ \ CC D.B, 835 PG. 436 ~ r PIN# 380300637114 TO DISCUS EROSION CONTROL MEASURES. ° w t +v uldu u j LC CONSERVA I T 8, LINEAR FEET OF NEW ROADWAY
3. INSTALL 5 E CONSTRUCTION ENTRANCE, SILT DIVERSION ZONED A-I ~ IZ ~ I LARRY K, # TFRRI DITCHES A D SEDIMENT BASINS. CLEAR ONLY AS NECES RY p~ $dFF~4S • ` ~ = r-~. L. WILLIAMS AR LOT, TOTAL ~ (CALCULATED FROM INT \ ~ ERSEGTION TO CENTER Drawn by:
To coNSr T THESE MEASURES. (t",o,~ SH°~LD 4~ 7 TO s'rAr oar ~ I • ~ , - ~,I ~ D.B. 999 PG, 808 4. CALL qlq-5 I-4700 FOR AN ON SITE INSPECTION BY EROSION sECDING nlxTURE u~s", ['osrol+TDaEEi ~ a1uN _ r' II A/R~ EAA ~44, q10 sq, ft. ~ OF CUL-DE-SAC ~}y ~ ~ ~ ) 111
CONTROL I SPECTOR. WHEN APPROVED, BEGIN CLEARING AND s o E \ o o ZONED A-I SPECIES RATE (tB/KRe) ~ O.2 ~ K, m^. ` I. I¢ XEMIENI Ai 7' Btltll
GRUBBING THE SITE, TALL fESCUC w I 5. MAINTAIN E 0510N CONTROL DEVICES AS NEEDED, sERicEA LESPCOCtA ao 1 , KOBE LfSPEDEIA p 4 ~ 3 ~ -PLEASANT GARDENS ROAD = 2542 54' ~ - ~ Approved by: KINGSTREE COURT ¦ 537,83
6. STABILIZE E SITE AS AREAS ARE BROUGHT TO FINAL GRADE. I e.o' I I Imols,w+Bro saL SEEDING NDTES~ I. ARER AUGUST 5 USE UNSCARIFlED SERICEA SCED. ~~A` fY,,EF IA614E CUS Y ER061pN CpHI(gL S,pN( 7, ALL EROSI CONTROL MEASURES SHALL BE CONSTRUCTED IN Ww+eRC PER~colc na.IING Is PLANNED oR NuT APPEARHKe a DeslReo, orllr i -BEAR PEN COURT ¦ 507 ' ~ .86
ACCORDANC WITH THE NC EROSION AND SEDIMENT CONTROL 3ETD ENTEND PRAY. ESErEDING DATA ~O JUNE, ADD R15 LB/KRE HULLED BER- PLANNING D DESIGN MANUALS, US DEPT. OF AGRICULTUREI c~ovo RRNS, HOWEVER, AFTER nID-APRIL IT Is PREfERABL[ To SEED TEnPptAp'( 1tIP_l~, ~ -GHA ~ DBOURN CAURT = 588,72 Date:
US SOIL C SERVATION SERVICE. CroSS Section AIRON DIML+'NS10NS NURSE PLANTB: 7 : I ,ide ~ ; , ,N, 8. THE CONT OETWEEN MT I AND AUGUBT K, ADD IO LC/KRE GLRfUN nIIEET OR IkL/KRC •bY• maK. wrv to RI •VP• ^10i R,sjCTOR SHALL DILIGENTLY AND CONTINUOUSLY woANGRASS PRIOR TD rur I aR ARER AuGUSr l5 ADD Ao LWKRE RrE(4RAw). -HEMINGWAY COURT = 317,42' 3-13-2006
MAINTAIN A L EROSION CONTROL DEVICES AND STRUCTURES SEEDING w,TES' gyp, STRUCTURE N0. VR ZONE TO MINIMIZE EROSION, THE CONTRACTOR SHALL MAINTAIN BEST P°9S1°LE LENGTH wlorH oEarH COMMENTS ' r tA.oM~ Jn1YTED sTPr ES aCM,Q. , eF R Ct1t.T~t~E q• ALL DISTANCES SHOWN ARE HORIZONTAL, AREA Job name:
TALL: AUG. n-SEPT. IE AUG. xo-aT. n ~ VU16~.% t ,$I f CONTACT WI H THE EROSION CONTROL INSPECTOR µTE 91 BEST f0R TAL®fESCUE AxD LATE WINTER fIX2 ILE'S LDElAI. oV[RyEppNG ~ p C 50 THAT P RIODIC INSPECTIONS CAN BE PERFORMED AT Of KOBE LESPEDEIA ovER rKL sEEDeD fcxue Is vERr EfEECTIVE. ~ / , J C {~S R,I~ COMMENTS ` S~IL ~P(rS r - ~ r'~''~~' ~O t r• COMPUTED BY COORDINATE METHOD NON S
SOIL AMENDnENTS: ~ 1 I LVC ~ "I~ V 1 ~ I ~ ' n APPROPRIA E STAGES OF CONSTRUCTION, APPLr unE AND fERTIU:ER AcccROING TD saL TEST, oR APPLr .1,000 LBiicRe ~ ~ 1~ . S `L 5 GkouND AGRICULTURAL LNtLATpIE AND I,dWII/KRE N-W10 fERTIIaER, \ µaSI~~D SWl 1`E{A `I•, ~~.d4 ,oti( sEQVlcc `soc,: sua~~Y dF N>~N mvt~y N.c. MONUMENTS F N ~ REDROAD.DWG ~ bs R.1D Sp« ~ohlS T OU D WITHIN 2000 ,
4LCMo0~ TF.,HPoa4P.Y pEJICES fE~d ~ sT~ "~LDH. ~ 81, T~1~7 f ~/~y APPLT ~ CVO LNKRE 4RAw STRAW Gf EWIVAIFM CWER Of ANDTNER SuITABLC 1 CL 5 SfE ?'KE 2•a 10. EXISTING USE OF ALL ADJOINING PROPERTIES IS A-I, L NOTE: NO EROSION CONTROL MEASURES TO BE LOCATED II. TOTAL AREA OF PARCEL = 2 455 0 Scale:
To ~ VE~I r ~fNf • nULCN. 'LIfJY1R STRAW BT TACT iNG W,TN ASPHALT, NETTIIG, CR ROVING OR B, ~ ft,lp E,Vp~ / 11''" I• L CRIt1PING WITH A IYJLCH ANCItlR TWL. A D5R WTN BLADES SR NEA0.LT STR14NT ~ / TN- ~ ~ I Y , CAH BE USED AS A FIVLCN ANCNDRING TWL. , S I, ~ [ T 1.•E E1/I QL S Z la IN PROTECTED TAR/PAM BUFFER AREA, 56 35 ~ r r ~ sq, ft. r
osaro:NANCEL ~--~----_.---.J 1L JY lT'IY
R7wE0 DNCC OR TWICE A TEAR, BUT 1'17IMM IS NECESSARY. RESEED IERTILIZE, AND nULCN DA'YLED ARCS Iri11EDIATEL EL7. 3.11 IfITWAY ~ 11 CnI 1'~ ^ OF NEW R/W . 0a ms Rl ~ PEAK FLOW NOTE FOR NASD COUNTY 12 TOTAL AREA 2521747 sq, ft. (5.57 l^)
BAR GRAPH P-100' Stone Sec;io; 5 2 s z (v) THIS SITE IS EXEMPT FROM PEAK FLOW ATTENUATION UNDER UDO 12. 13. AVERAGE LOT SIZE ¦
Lgcn, e5 1 8 S s~ CLL55f~-bq_ 3.3.2.B.V. AS FOLLOWS: OVERALL IMPERVIOUS SURFACE 14 7 8 f ROAD
,oo o 50 100 200 4W CLASS-r z So ROCK DAM DETAIL ACRE 56.35 ACRES < 15% 4.2% CALCULA 2.37 Ac./ TOTAL TRACT OTAL AREA OF PROPOSED IMPE ERVI OUS S ROAD CLASS Z TED AND UTILIZES THE PERVIOUS PORTIONS SURFACE ON PARCEL ¦ 1,500 ft. (2.37 oc.) OF THE SITE TO MAINTAIN AND CONTROL 57ORMWATER RUNOFF. 0TAIN sq, D E X XISISTING G Sheet No.
9 NOT 10 SCALE AREAS TO CHECK BMP CALCULATIONS: I5. A PERMIT IS TO BE OBTAINED AN D
IMPERVIOUS SURFACE ROAD SURFACE 2.37 ACRES INCLUDING DRIVEi__!AY5 HOME 15 70 BE DEMOLISHED, DEBRIS HAULED OFF.

ISS ° IRON STAKE SET
EIS ° EXISTING IRON STAKE PKS~ PK NAI SET
EPK~ IXISTI G PK NAIL CURS CURVE TABLE N CURVE ENGT RADIUS CHORD BEARING CURVE LENGTH RADIUS CHORD BEARING O
PP~'Q~ POWER POLE _ GI R/W RIGNT OF WAY - - _ - _ GI 47J2 30.00 42,43_ _K7 '55"E --C29- -41,86 - -725.00 -41,86 -
~ C2 RRS• RAILROAD SPIKE SET rr C2 202.24 525, ~ " ~ " N 00 200,89 N6 14 W C2q 47,53 30,00 42.71 54 071q E
ERR° EX,RAILROAD SPI D C3 NLS~ NAIL SET KE I C3 45.43 30.00 41,21 535' ' 8"E C30 27,55 35.00 26.84 5'48'46" N ,k ~ 00
C4 OHE OVERHEAD ELECtRIC C5 C4 123.44 285,00 122.48 S 0'44'56" C31 39,34 50,00 38,34 ~ ~ n 5'49'1 I" C5 181,53 285.00 178.48 551' 4'17"W C32 78, 50,00 70.71 N41.43' " ~ CA A IA m ~
CP a COMPUTED POINT ST L D. ~ O ^ C6 27,55 35,00 26,84 N 7'47' "W C33 72.54 50.00 66,34 1'q ~ "
MON. o GRID MONUMENT C7 C7 51,3q 50.00 4q,16 N85'I ' " C34 I "W N 4 48.07 50.00 46.24 Ir I ~4 0 ~ N
CMP CORRUGATED METAL PIPE w C8 C8 68.27 50.00 63.09 NI6'44'48"E C35 21,03 25,00 20.41 0•gq~r,~q" ~ 0 N
PED ® PHONE PEDISTAL ~ Cq SOIL DIVISION LINE ~ CIO Cq 56.00 50,00 53,12 N54' 7'17"W G36 47.47 30.00 42,67 N48 '4 "E ~ "51TE" ~ w N
rn CI I _ CIO 62,83 50,00 58,78 ~ " , " 0 ~ ~ ~ 557 7 39 W C37 151.62 285,00 14q,84 570'4q 57 E ~ - CII 21,03 25,00 20.41 N45'33 "E G38-- 159,37 285.00 157.30_ - ~ ~ _ - 'D_
SOIL TYPE - - - CI2 - _ - C12 86.35 335,00 86,11 9'34 0"E Q 0 ~ S6 'Ib' " G3q 133.3q 285.00 132,17 510'08'41"E ~ ~
CI3 `V - _ - CI3 146,95 935,00 106.49 545'44'14" C40 27,54 35,00. _26.84_ 5'48! 5" V1
- - - N - ! 83.88 335,00 83.66 - ~ 5 9' 5'05" C41 gl,bq 50,00 79,37 N 4.11'06"W
CI5 I' CI6 CI5 81,30 335.00 81.10 ~ " ~ ~ 1- d0 151734 C42 84,44 50.00 81.01 SOq'10'I " C W ~ CI6 42.86 30.00 3q.30 ~ " ~ " W
b~ ' a Flo 3 N4q 15 59 E C43 21,03 25,00 20.42 N 0'5016 W ~ C N CI7 9,30 525.00 q,30 - Sgq• I' " -C44- -112,6t 335.00 112.08-. SO6 ~ I"E _ - NTS _ . ~ ~
- CI7 P.S,D.E, PROPOSED STORM DRAIN EASEMENT C18 - ~ 0 H . C18 47,12 30,00 42.43 5'4 ' 4" C45 - 166,74 335,00 165,02 530'15' i" N U
Clq ' I" ~ n. . Clq 20.33 285,00 20,32 1'1311 " C46 117,45 335,00 116.85 ~ " 554'33 I E = Z
C20 C20 27,56 35,00 26.85 g '4 ' 7" C47 81,87 335,00 81,67 571'3(x'14"E !n
C2I w C21 61,78 50,00 57,82 NI '58'4 "E G48 43,21 30,00 3q.57 0~ "W " ~ c Q W Z a
C22 ' C23 22 56,12 50,00 53,22 N54'34'10" Coq 47,12 30,00 42.43 548.55'36"W TIE LINE TO m 4 C23 60,85 50,00 57,24 55 • I' "W C50 64.25 775,00 64,23 J88• 6' "E 1•-
C24 l " A PK NAIL ~ _ C24 5q,65 50.00 56.17 SIO 4417 C5 86, 475.00 86.71 N85'35'10"W PKS 7
C25 C25 21,02 25.00 20.41 N '49' I"W C52 IgB.q 475,00 Ig7.50 SET IN THE N Q ~ * ~ " N68 1'01"W _ INTERSECTION W Z
- - C26 26 23,89 335,00 23,8q _-5011 I C53- -47, 30,00 42.37 NII 5'37" - - _ - - OF RED RD. ~ -
C27 C27 47,12 30.00 42,43 N44'10' "E PIN# 3~3430084p867 CASTALIA RD. N ~ oa
VINCENT S. ~ cp ~ JANIGE K, HALL
PIt` '0755523 ' D,B, 1366 PG, 261 2S o•
I A I PIN# 3803 LF "SANDRA PIN# 380300562800 00642880 ZONED A-I ~J~ ,um
RICHARD T. FRITZ I LINDA E. BRASWELL I C` a, qq8 ~ m coPS~a"t zoos dNLTEK ASSddAlES, P.A.
D.B. 1422 PG. 67q I NO REF, FOUN I 177 ZONED A-I I ZONED A-I I IRON .I All R eproductbn a ua I $86'40'55"E 3 or Neh~,R~"~ i doammt, a
IRON _ L_-- FOUND odditlon" ar dd~tbn" to thk daeumenl, I 32.10' ~ J h .nd~ or ~ "«t, rltAo„t •rltt«,
FOUND S8b'3q'45" T ~ IRON i - ~ E ( OTAL 581,78) FOUND " I CANtROL I IRON / gent of q'AITEK ASSOpAlES, D.A, h PROHIBITEd. - _ - - _ - (FOUND_ _ ~
_ 22q ~ 5 , ~ 586 38 50 E TOTAL 272.23' CORNER r t'--~I------ T yl3T~ 135' ~ ICOnTROL + 586'42'00"E TOTAL 1214,25') , " ~
I 1 ~ 1 134 4 27; CO .HER 586 40 54 E (TOTAL 480,54) I 272 256 44 198 77 R
N I V A m I u 31 \ y y \ a ~ ql FOUND ~ I--------~- - - _ - -
J 3 42 066, sq,ft. \ ~ .9, \ 23 -1 - _ ~ 2 1 ! O.q6 acres \ s 'A\ W \ 30,925. sq,ft, ',517. t I - - - - - r--- r----------- 4 I I I _ I\ \ 1 I I
130 356. ft 1 o S, ~ \ \ \ ~f • I Iq xL w a / \ \ ~ \ 0.70 acres / ~0 acres I I
I O,bq acres \ u \ q 1 / 43,281. 1 \ ~ y / g C I I OAq c 43 - 13 I N I V ~ I I ~ a ,291, sq,ft, Ig I 3q,bg3, sq,ft, I I \ \ ~ ~ I I / ~ `ry +
OA9 acres I _ I 0,9i arcs I I \ \ ~ 1 5 I I 4 / ~ ~
~ - L_ e I y - ~ ~ y J L I \ \ ~ 830. ft. I ' I 68,804, sq,ft, / ~ . \ \ 6 s9. 1,5
I i ~ ~A ~ 207-- f ------~3q_------- w '96- I \ \ 45 376, ft. 1 10.77 acres I 8 acres \ / ~ ~ ~ \ 1.04 acres 1~ 1 I I g.9,--
~ ~ - n I' ~ ~ ~ y ~ ~ UI ~ W ' - _ _ ~ ~ I \ o, j y W N I 1----- A - 1 - L--~37
33 I I 30 SOIL \ / W o 1 I
I I 46 q85. ft. DIVISION \ ~ W y ` `N M ~ 21 I - I I 3,023. sq,ft. I A ~ , ~ LINE 1 ~ ~ 24 \ u ~ a` I 1,07 acres yp ~ 3~ X71, sq,ft. I s _ I 0.71 area ca 134 I i ~ \ ~ l ~ , RI
_ I _ / 1 I y ~ ,853. sq,ft,~ , ~ q acres I I I I I o w 1 0.75 acres I I 15 I I \ 7 \ \ 1 1 ~ ~ ~ , ' S3i cJ O I , , ~ l~ I I ,22. sq,Ft. > ~ 1
- - - - - ~ I ~ I I 42 244. I I ~ ~ I I I ~ - _ _ - l , sq,fi ---J 2,244, sq,ft, 1 - -1 - - _ .08 acres... 1-_ 0 C _ _ nn ~
. J W w ~ ~ I N I I i O.qb acres 0 qb o 34 94q. ft. I r\ \ \ Oti 9 ; , ~ / ^~I acres 1 ~ , ti / ~ sW ~ I \ ) ~ EXISTING ~ V \ N u / 0.80 acres I ~ \ ~ \ ~ ~ ~ / ~ i--IB" RCP rnrn
3~q w ' ~ I ~ Iw ~ I I I - ~ ~ n ^~f I I \ \ \ \ i ~ / ~ CROSSING 1 ~ I \ 3 ,
I' ---?II'-- I ~ I I ~ I r- ~ I 1~ ~ ~ ~ __2?~! I \ / . o g I I ~ \ Z ~ ~ , ~ I , 88, sq,ft. /
w I I 45 252. ft. 1 S I I L-------~ ~ - ~ ~ h - - - - - - - ~ _ I \ _ G - - _ 1.16 acres--- ~ - _ ~
v I 31,023. sq,ft. I 1,03 acres ' 1 ~ r- _ _ _ _ _ 3 I 20 I ~ I w ~ ~ y/ m -1 -247 \ ~ / c6 ~ ~ o
I 0.71 acres N I / ~ F- ~ Y, I O, OOI . sq, f t, I ~ - - - _ . I I L W y ~ I a ~ ~ I O,bB acres - - 247 ~ ~ - - -
~ I o I I l y ~ W I I u I ~ I I sheds I V t / ~ v~ D I e \ ~
I y y I 25 I ~ 1 16 Ib I I I 34,285. eq,ft. \ c, y ^ - - - \ / ~
I ~ 9 ~ y I 74,ig3. sq,ft.l I 140,825, ft, I - - - ~ ~ I ~ 'a L - ~ ~ N W y I .70 acres I _ I O.q3 acres 825• ft I I I 4.7~ acres ) ~ \ \ / + N 'N ' sW ~ _ U II 1 / / \ ~ 'cs 1.93 acres I - I I i 2 \
1y' 28 ~ ~ . ~ ~ y I I ~ 2 - - - 131 745 ~ y _ -209 ~ , . sq,Ft. 1 I ~ , ~ I-SF ~ = 33 606. ft, l i \ ~ I a' I ' ~ ~ tJ 35,765. sq,ft, ~ ~ c~ I i / + 0.77 acres ~ / \ U
r I m ' 0.72 acres ~ ~ ~ ~ / r y ~ J _-alanN:~ I-SFD I - I I ~ c _ _ 0.82 acrq / + TIN: a - - ~ ~ -•v - ~ ` . . ~ / _ - - - - - - - - - _ - t~
I I ~ m I ~ ~ ~ / 1, l I I I ~ I +aa ~E Tc ~ i 35 ' w 1 ~ / ~ ~ y ~ I - - - - - ~ - I lq I Lee ~eria.isNe~ 1 w J ~ _ _ \ - ~~y BE DEMOLI I I n~ ~ ~BIG+ - ~ V V s~~ ~ o~ ~
35,031. ft, I ~ ~ ~ / / 19-I- ~ ~ I 30,001, sq,ft. I ~ _ I ~l ~ r- _ _ 366 'V
0.80 acres L' ~ 27 / i I -I- - - - - - - - - I 0.68 acres I , / 247 I 1 ~ 30 526, ft. / / I ' I I - I r 4~ 247 - - - 191' ~ ~ ~ / ` - P (/1 ~ - ~ Q
I ~ sq, / ) I I ~ ~ 0.70 acres / I I I ~ i _ I -n r- I ~ ~ ,
- \ I I I L-------~ I _ ~ 1 I q u I ~ , 4~' I ~ 37 013, ft, I I / . ~ ~
I ~ ~ / ~ l of I I ! 17 17 10 ~ I I r sW / `~v 7 r 48 I ~ ~ f 0.84 acres I +
I ~ ~ ' ~ \ ~ / / / I crv . I I ' - - - - 1 47, 548. sq,ft. 5~ / I ~ 6 \ ~ 26 r I0~ ~ 2' ~ / / I CO~rS ATIONI I I -I a, I acres , • sq,ft, ro 33 132. ft, ~ / ~ P + ~ I,O~ acres I a' ~'0 076 ~ I a~l I ~ 7a,76~ a,ft. ~ p l ~ acres I hl 1,83 •s /
I~ ~ \ S ~ / 30,722. sq,ft, I w E I \ ~ ~ ~ / 0.70 acres I I AS ENT I CEl CEMETERY I I _ - ' - I - o I / ' _ Q'•~
/ l - 1 ''PTO BE I f l ~ ~ ~ PROF. I _ _ _ _ _ _ _ CULVERT No, b ~ L
\ ~ ~ ~ I 33 288. s Ft. ~ \ REI IRON ~ ~ ~ ~ I I ~ I , a ~ ~ \ RELOCATED ' L _ _ _ - - - - - J L 30'1 RCP GLA55 / . ~ ~ ' ~ + - _ I ~ - _ - _ IV)-~ ~ S~ - -
FOUND I 36 ~ - - - ~ I 1 I 0.76 acres ~ 1 85 740. ft. ~ ~ \ ~ I ~ I ~ I I~qb sW ~ l \ \ I ~ A L_----- b s~
I acres ) CA 03j , \ \ 'N ~ l- - • ~ ~q ~q c, ~ .SFi7NC~ ,
/ 6 65 412' ~ ~ , 178 / ^ \ 120 ~ 6 t85 178 _ - c~ ~ . r ,
I may, ~ ~ I / / ~-v, Cq~ - - - - - _ _ - - - - ------_pOPt~,R-CREE OAl3~'_,__ . _ _ _ _ 50'-PUSNC=R/ _ C51 , \ ~ ~ -
~ 23 ~ ~ ~ CSC, ~ ~ ; ~ ~
PIN# 380300437583 - I / C LOWELL R. ~ ~ I / ~ o~ ~ ' CU 14 % V LYERT No. ~ CON ERVATION \ _
No.4 4q II ' 8 I / / / ~ " ~ 8 r50 83 MARGARET J. HARRIS ~ / 18 RCP ~ IS" RCP CLASS . EASEMENT ~ CULVERT No, 7 ~ _VERT No, 2 F- ( _ _ _ ' ~ 30" RCP + " E _ _ ~ / , GLASS F, IV) _ _ _ _ _ _ ~ 125 320 ft, ~ ( 24 RCP
D.B. 1083 PG. 2q8 m I / / / > I r 34 M~ / ~ ~ ~ ~ ~i
ZONED A-I I / / / (CLASS IV)~ ZxGO"CM+' J Q _ I / 37 / / I ( 1.2bA.Au1M• / r----- ~ ~ I ~ SUBppIVISIDN~ 6~ ~ N 4 ENTRA ~ - w I i • ~ . , NCE ~ w ~ ~ #
~ / / bq bq7, s ft, / / I WIT ,C,D.O.T. I I I I om l a I s I I I / ~ SIGN EASEMENT z ~ I N - _ - - _ -
I / p~/ 1,60 acres / / I ~ H ALL / I I I - - - . , \ ~ I ' 1 / / 38 I a ~J y 4/ I I I 40 C~ _ I I 'tip / , ~ w a
w / / : / 5q 048, I ~ / / I I 138 783 r+ I / / / / , sq,ft, Q ~ N / m 39 ' ~ I •Q . ~ owN R: a N ~ b I I , \ . , E PINNACLE LAND DEVELOPMENT I- ~ ~ > i I ~h, ~ Z ~ w
m I / / 1.35 acres I _ ~ ~ LA / I I 10,8q xre4 `-n / / / ~ Q t~ ~ V~~' w / I ,750., ~ ft. - I -.,1 I , I 41 I lV l i ry , ~ ADDRE55~ 713 DAFFODILS WAY ~ w ~ l l
I o I / / / / I ~ ppC ~ / 1,78 ^,.,_*s ~ ( 1 ril I / / / / I~ u l I 1 I I , 134,46q s4. ft, I l l ROCKY MDUNT NC 27804 l l N I ~ , I . EXI ~ ~ ~ o 3.08 acres I I . l ~ ; d STING a 0.m N
~ / / / I ~ I ( I ~r I I I l l i ,r ~ 18 RCP NOTES l I l . / ~ Vl m QwN •p
I / / ~ ro ~ I I ~ / / I I / I~~ I a I I I I I / / / I w rL ~ n- I I I I I I l ~ ~ ~ ~ CROS5ING I, TOTAL NUMBER OF PROPOSED LOTS ¦ 41 c A I- N I I I i ~ l ~ ,,~L1` 2. MINIMUM LOT SIZE ¦ 30,000 sq, ft, o w Q Q Dw
/ / l I z I ~C I I I I I I I ~ l w ~ w w- I I I l i + 3. ZONING: A-1 'N U? o /
L-------------J L-_ I w (CONSERVATION I I I I I ~ ~ i . is ~ 4' ~ FRONT 50' > - z N J ~ N N - I ; / AG l ~ ~QQ > U?>>Q l ~ . ~ SIDE 15 W W?-WO
I EASEMENT - I I I I - I i _ _ - i ~ l , 0 / REAR 30
,C(r~3(Yd~ 260 , I 2.26 ac, ~ ___--J L-----~ 27q L-___ l ; ~g SIDE CORNER 25
~~0~31b ~ IRON 11' I , ~ ~N~ i TOTAL 675 I ' ~ " , 133 2 ~ , ~q FOUND ( • 0 ) N86 08 56 W 50 65 127 - - - ~ l I 4. PIN# 380300647399 t , I ~'i %v 5, ALL CONSTRUCTION T IN
QQD I NOB (IRON Z 9 FOUND (TOTAL .1346.,37:_- _ N86'1T4~ 412 0 BE ACCORDANCE WITH - } Y ' ~q' - _ _ _ THE NCDOT AND THE HASH COUNTY UNIFIED y~~i 1T:_)- N86'1T49"W ARQ M
~ I PIN# 380300533523 I ) I SIDNEY R, GRIFFIN I IR ~ ~ /N hqy DEVELOPMENT ORDINACE,
I ET AL. I P1N# 380300637114 FOUN b. OWNER Essrpti.,9.~ 1637114 PINNACLE LAND DEVELOPMENT 9<'•
_ . _ 0 _ _ I _ _ _ _ _ D.B.. 835 PG. 436 . _ L-__- _ _ _ _ _ _ -I~tRRY K' ~-fiE1eR1--_----- I ZONED A-I I L. WILLIAMS _ _ r..~.-....,.._ -T~-__----- - , _ _ ------_-713"DAFFODILS WAS ,_r...._ ;
D,$. qqq PG. 808 CMS ROCKY MOUNT, NC 27804 ` - u A, 808 PHONE # [phone]. ~ ' 9. O.
ZONED A-I 1-I + 7. DEVELOPERS t'~
SUR:~ ~y ~ PINNACLE LAND DEVELOPMENT ~ ' + 713 DAFFODILS WAY S, HOP ,
_ - - - - -u1- _ - - - - ROCKY MOUNT NC 27804
PHONE # [phone]
8. LINEAR FEET OF NEW ROADWAY (CALCULATED FROM INTERSECTION TO CENTER Drawn b .
OF CUL-DE-SAC Y
TH
-POPLAR CREEK ROAD ¦ 2542.54' Approved b , -GARNER COURT ¦ 537,83' ~
-NELSON COURT ¦ 507,86' ~
-DAMES COURT ¦ 588,72' Date; _ - - - - _ -FLAHERTI' COURT ¦ 317,42' 6-8-06
'r';. 'i 'r~:.
9, ALL I A D ST NCES SHOWN ARE HORIZONTAL, AREA Job name:
COMPUTED BY COORDINATE METHOD, NO NCGS
MONUMENTS FOUND WITHIN 2000', REDROAD.DWG
10. EXISTING USE OF ALL ADJOINING PROPERTIES 15 A-I,
II, TOTAL AREA OF PARCEL ¦ 2,455,038 sq, ft, Scale:
n i~~ ~t
1 "=100' (H) 12. TOTAL AREA AF_NEW-R/W ¦-252,747 sq, ft, (5.57--
0c.) (v)
on BAR GRAPH 0.100' * SOIL TYPES FROM UNITED STATES DEPARTMENT OF 13. AVERAGE LOT SIZE • 4q,217 sq, ft. (1.130 oc.)
AGRICULTURE S01L CONSERVATIONS I o Y .C. SEE PA 14. TOTAL AREA OF PROPOSED IMPERVIOUS ROAD
° so tD0 200 COUNT N ERV CE SOIL SURVEY OF NASN e yg GE 2-A, SURFACE ON PARCEL ¦ 103,500 sq, ft. (2.23 a.)
15. A PERMIT IS 70 BE OBTAINED AND EX15 IN Sheet No. 440ME IS TO B 7 G E DEMOLISHED, DEBRIS HAULED OFF.
16. CEMETERY IS TO BE PROFESSIONALY RELOCATED.

to _ - O Q _ _
_ _ _ _ - - _ _ _ -
l~+Nd QRSTUI~IING ACTIVITY ~EArT1dR 'TiIAN 5 ACR1~5 REQl11R:E5 CQMpLIANCI r N
TGi D~NS10D I Vlsl Vtl~'[~ Ql~f~t.tT~` ..u,.,•..v....,....,aa.... uwaauwiww ~,PJ~ZOIDAL Dl 1TC,HDnv~NSioNS pITIQhtS ~ TWE ENERAL R'~RMi'l' TO ARCj~ >~T WATER UNDER TWG I S~EDHED PREPARATION NOTES; DI~A~ LLII~JNA't'1GN 9'>'eT~M P$RMIT-NO. NCf~p10000, ~ 00
CulveR lnatallation ~~R E WATER ACT AND ~ t\ u A,~JY p'I~ NQN C.~F'LIAt^Js~ liy A V1t?I.A~` 4F TN ~ d• 1 eltq ' n "Vw.. $ ,SURFACE WATER CONTROL MEASURES TO BE INSTALLED I~+AY R~IR~ f~'M~Id1e 1~Y ~ ~ CrAFtQL1NA DEFARThIENT rn
' l stream rofiles need y,,tm sera ~ - v t'lrlverts uixod for this projett shall be installed En such a maru?cr that the oagu>a P nrrcr+ a„ s,t~t as veto wtm alw a VM.. s"•bun.aa+ orrc?t nH sd><I ~ nq a+:vi ACCORDING TO PLAN. ~ H NA'M~RAi Rlw'3f3U5. V ~ p ~
. Exisli stroarn dima~eions (inaludmK the cxos~ cation dimensions, pattern, and rip, tN:ul no. Q are not altered ~ 0 BE SEEDED SHALL SE RIPPED AND SPREAD ~ t'IE ' ' 2 I~ AREAS T ~ N D L•~ ~ ~ WITH AVAILABLf TOPSOIL 3 DEEP. ~ ~
to must be maintained above and below locations of each culvert. (lrlverrs shall ~ G ,v l' long~tuduul prof'') r t head cuttin of ,S D 6 (sb .GS 0.'1.4 3• ~ I•~ uatic life movcme>rt es well as to p even g j O,s I .~i A ~ l3 w 'tolled to allow for aq . N ~ be designed and rns .0 s. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL 15 fULLY RESPONSIBLE FOR C.ONTAGTING APPROPRIATE _ - G- N
. if an of the existing prpos arc or become perclral, the appropnate stream gTOdo shall _ ' 1.~6 , t S-- _ •ZS _ _ _ ~ Z- ~ the $tTeam9 Y BE REMOc!Ei) FROM- THE 9URFACE~SO THAT 7HEi' WELL _ - PARTIES AND ASSURING "THAT EXISTING UTILITIES ARE .LOCATED NOT INTERFERE WITH THE ESTABLISHMENT AND MAINTENANCE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, GALL
I' or if the i installed in a perked manner, the pipes shall be removed and : e- • tied v 0. ~ ~ cASTALIA D. be re-establie P P~ 0.35 .S 1• o ,S .d3 I-800-632-4949 e~8 #•IOURS PRIOR TO COMMENCEMENT OF WORK FOR . ,d3 .37 OF VEGETATION. SURFACE fOR FINAL SEEDBED UTILITY LOCAT~NG SERVK.ES. •p
f led correctl . . ~ D.l•F • I I tnstal Y ~ .S ?.S •1 O ~ ~ PREPARATION, AT FINISHED GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. ~
4' .p $ .1 a~ LS Q ad in such a manner that will cause aggradation or eroswn of the S I S 0 3•~ ty Glilvat(s) shall net be rnstnll ~ 6 GI 0 SOIL TEST IS TAKEN FERTILIZER AND__LIME TO - ~TR~T~ 'SHALL. VERIFY. LOCATION AND SIZE OF ANY DRAINAGE - ~ ~ ~ _ -4. If N _ , STRUCTURES PRIOR TO TI.1E COMMEND N N
• I down stream of rho culvo~(s). tixistmg stream dimensions (including the cross section ~ ~,S L• • N " " 4 ~ stroarrt up or d above and balow locations of each , 9 5 0 ~ 03 • ~ ,09 BE ACCORDING TO SEEDING SPECIFICATIONS ABOVE, EMENT OF CONSTRUCTION. a0 IN ADDITION, PROVIDE 15 CBS./ 1000 S. F, OF SUPER- ~ ~ 00
SITE ~ ~ ions, orn and longitudinal profile) shall bo ma~ntame ],.pp 2••t9 1•S 0 •K3 ~ b A[ ~ dimena .Pate 45 a 3• a ~n PHOSPHATE. GENERAL NOTES: ~ W r
~ ~ culvert. p, a: la D •0.71•s~ , o I.3 3 ~ 5 IF A SOIL TEST IS TAKEN PROVIDE FERTILIZER AND ION IS THE BEST FORM OF EROSION CONTROL. C W N 3 , 1. STABILIZAT ~
• and wetlands must be laced below ,f .qt .eq S 13 4 3 •ulvoAS ud other st*uclures in waters, strearra, P 1 Z. t~• 9el 3• I I- Placcmau of ~ , 'nchcs 3 ~ 1•S I • LIME ACCORDING TO SOIL TEST REPORT. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL- C ~ I• 6 ~ _ WHEN SPECIFICALLY ~ p - -b. fERTILiZER--AND LIME SHALL BE APPLIED UNIFORMLY ON LARGE DENUDED AREAS AND ESPECIALLY _ Vl U
' ' n of the streambod by one foot for all ctlvctts with a dianu.ar heater than 48 t f0 ~ •S ~ 2~ i 1hG elaVattO AIA~ sG~e'~ AND MIXED WITH THE 5011 DURING SEEDBED PREPARATION. pS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON . P1 0. d ~ REQUIRED _ Z
culvert dinnoeter for,atlverts having o dtametar less than 48 inches, to allow ~ ~ .SD ~ I,S 0 sad?0 percxnt of the s and other structures I '2.f)~ •S 9 e •R~ •3 G ~ _ f water and a vatic life, Design and placemont of cttlvort -G p,p'a a• 7. ADDITIONAL_EROSION CONTROL MEASURES MAY. BE - -THE PLAN; Ala- DENUDED AREAS-LEFT EXPOSED WILL, WITHIN 15 2 a•'b ~Ib 1>~ ASE OF » N 0 REQUIRED DEPENDING ON FIELD CONDITIONS. WORKING DAYS OR 30 CALENDAR DAYS OF ANY PH
low flow passage o 9 be conducted in a manner that may result is ,g S I ~ , orosioa control measures shall not Z •~1 0 1 • ~ t ~ 1 ! H TA ED OR MECHANICALLY TIED DOWN ERIOD IS SNORTER BE SEEDED AND MULCHED. a r,,.~ C Q W 0 ,/,j 8. MULL TO BE GK GRADING, WHICHEVER P , Z p•
NTS including ~ wv strearr of the ~ .S 0 of wetlands or streamhed~ nr borlks, adjacent to or upstream and do ~ I., I • ~ ~ ~ Z7 .S disoquilibrium lbe ~ 0.41 0 3• WITHIN TWO DAYS AFTER MULCH IS SPREAD. 2, SITE AREA,r''$s.t$t/- ACRES m ~ a.~a ,a, r~ ES ~
' evidence that tho c uil'brttun shat j; J•S • q, The a licant is required to provrdo q . . abovo struc'ur PP ~ I ~ - r't ,1b 4•~0 a • 1.S •a3 I.tu DISTURBED AREA 7 3L AGR ~ _ - _ fn
I .END mairxsrinod if requested in writing by DWQ. ~4 i~ SLrDIIMrNT IlASIN DIMLtNSIONS 7 Q VI W ~
5S • IRON STAKE SET Na H R c~ re BYO t ION STAKE er ft stream bank stabilization teehniquos o ~ ,w,~• . Igo EXISTING R • hment of native, woody vegetatton and oth so La n C t S T~ SQL ' ~Qr~~ CONSTRUCTION SEQUENCE= _ _ Z • _ - - I _ -_BAS1N ----SPILLWAY REO'D --FLOW - - -----STORAGE-0IMENSIONS Utl - 1. P~rc FFiQ'I THE HCI7ENR~ N ~ _ - _
ET The estab is t • c~~. 6 roe. ~ 1 S4 KSA PK NAILS I where racttcable utstead of np tap or other'oanlc hatdenutg methods. If ,tprap _ IUDr}G Ark _ PKA- EXISTING PK NA L must be used p the Division of ;Sf~7' N0. IL x H) VOLUME Ic1s1 u,Np ~/,~n Q Q,
P~O,s POWER POLE ecrasa it shtrll nut be placed in the streambed, unless specifically approvod by • s,a ~ Ici) TOP BOTTOM DEPTH 2. ~ COFIFfR9IGE ON-SI,CE WIT4f Tllf Is ~ ~ ?'gat' 2 • E~osloN carrRa. INSPECTOR (T11.EPFIOHE 91457f-TOO) ,
I 7 OF WAY n rY, /W R GN Water Quality. ~ r"+ .gym ra • RAILROAD SPIKE SET rreeuourd >a r„ .m,m soy To olscusa EROSIDN caNTRaL MEASURES. t ~r ) . • 3. INSTALL STONE CONSTRUCTION SH.7 DIVERSION
R5• AILROAD SPIKE a deli ed ~ ERR EX.R t' of watermovornottt and b gn ti 1 • 1 3~ 2 b' I~'x~0 ~ ~ eASINS C~ LFONLY A9 NEC d!°FZ`145 . Drrtl~ AND sEDR~ srhr Odl' ~ a r ' $ ~ 2 • TO CONSTRl1O'F THESE MEASURES, f GUS ~'H0~0 ~ 3 , t1
lotion of cttlverta ra w etlands must ensure con mwty ~ r , a , NLSA NAIL SET ]petal _ - CALf. 9M-5TI-~'1aD FOR AN ON SITE INSPECTION BY Eia0510N c.P~~nt®, sooe P.~ - rx1' 2 s SSK93 . `}~xqS CONTROL. INSPECTOR VIN81 APPPoOV@, EfE61N 0.EARlN4 Mb dNL1EK ASSOCIATES,
0 ERNEAD ELECTRIC to adequately uxoatxnodate high water or flood conditions. a M ~ ~ ~ E V Cp m COMPUTED POINT ass + o pvu= All Rl~+te Reeened. Reproduotbn a uae ee tmutra At r lOr~ t • I O ( S ~ ~ of the eonlent of thU document, a eddtla+e a ddetkne to tnhmdocumenA • 5. MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
orlon of the 'ect, the A;aplicaat shall complete and return the enclosed "Certificate or \ MON. o GRID MONUMENT Upon coa?pl ~°1 work aicludcd to the ¢401 Certification has been \aeKlMp r . G. STABILIZE :THE 51T'E AS AREAS ARE BROIK,Ft'f TO FINAL GRADE. M ehde a In pat, wltheut t rna~t (1 13 I ~ 30X53 Z • 7. ALL CONTROL MEASURES SNAIL BE CONSTRUCTED IN - eem of CIVK,tDC ASSOCATES, P.A., M
t notr NE;AWQ wlxnt nll a <ft> ,---.,I 1Mp11 RUGATED METAL PIPE Completion' farnt o fY n return tt to tho CMP COR ~ble ere shall eoroplc~e the attached Evan a d '0''* ~,a rwx aA~ ~ - e~TFD, l4tq rwac NTN-THE NC EROSION-HID SEDIMENT CONTROL. PROM I a' ~ 2_ 3 ~ - X10 - _
s PHONE PEDISTAL completed. '1'he response P Y , PED ands Unit of the NC Dtvtston of Water Quality upon completion of the proleet. Aiea~e - - - . _ PLANNING AND DESIGN MANUALS u5 DEPT. of AGRICULTURE, _ I , I e~~ q,ay u~ saL CONSERVATION sERVIC~
- - -SOIL DIVISION LINE 401Niretl o each solver: silo to document correct insta!!nuGn Cross Section send photographs upstream nrtd downstream f ~ Section ~ , , ,u, 0. THE CONTRACTOR ~Wl DILIGENTLY AND CONTINUOUSLY ~ o_+._ I tit Z_ S _ E - -MA(NTAM Au.L EROSION calTRa DEVICES aND sTRUCruREs
along with lke Certifuxtur ujCun+p!elwn jurnt. NoA SOIL T(PE _ P I TO MINMMIE ER051011 THE CONTRACTOR SHALL MAINTAIN • 10 lo'x±'__ 1,~I~_ l~S,•, .x.'~Q.. 3(xll 2• CONTACT wITH-.THE I Caltaa INSPECTOR - o
SO THAT PERIODIC INSPECTIONS CAN BE PERFORf1ED AT V D ~ l a APPROPRIATE STAGES aF CONSTRUCTION.
M DRAIN EASEMENT l ' 3(, rr ~ .S.D.E. PROPOSED STOR 2xtio0 /',~„wt, sa • Meat."- t a~IPe Wty CEJIC6~S lfn jT~1 - ~ - s E~ICt . - _ - 4. ~
tf D • E' N' ~ ' ' E lZ v VcUE~-T nISTP~cA'T c~~l ~Ei~ ~ ~ / ~ rua n~w~ , LIMITS OF DISTURBANCE ^"+^^^"'r•" CO~t. l OG t l0~ Si<QU~~ ~ Z vc•~r ~iew• . ~ .r ~
'volt the stream during the ~~-----------J ppPtp~ C'R
FLOW OF WATER You ma use cofferdam or sand bags to dl \ y first i e and then • \ FR- cod Co~StQ~! M6Al'(~1~~ TIE LINE TO
- yet. spa~ved he first i e. Then divert the stream to the p p b - ~E rnstallafion of t p p Stone Sec;io:. i f the slo es below the fill (i,P~c~ echo;. cC A.GC. SE01 ~ A PK NAIL ~
~ cond i e. Install s It fence at the toe o p I Q . install these p p G>~5 5 ~ ediatel . C, ~ ~ tabl6zed Imm ~l. ~ PKS O L M~~•~RE3 ~ 5ET IN THE •t(10 ~
= sEp~,KFu~ ~ts~,~ he inlet and the outlet. FIII above pl es and s n _t TtflCf~ • ROCK DAM DETAIL i 3 ~ 27 I~ ~~F s({4t)GD ~ INTERSECTION ~M DETA e ~
too A ~ K~, ~ , MAST raT to sort ~ - C DAM . . G'[ (o ~ PtT Z K L - Bock ctl E k 1, ~ . u~ Lf ~ 1' Rd'T~ _ , J ~~C'~ O C K. RIP-RAP D[Ml;NS10N; E ~ A S L ITtL~ OF RED RD. ~ N '~((+~tt( TD _ LASTALIA RD.- ~ O
'~'7~ l (-f I _ APRON w Rt 0 I~At' 2Z • _ - OF FaDw~ ~ - # 380300940867- _ _ ROND[Ivt1rNS10NS - .3R,J~~ Er PIN sFE sty W ~
tsT ~ JM : C t:AS 4 A . s-ro~F ~ I.~~'nl S Tv ~5~ Esc . Qc.F.,~ vINGENT s. ~ ~r. ~ ~L~ti .HALL 2 ~ ~ COMMENTS JANIGE K. Q
D - . ST q~C~ !0. V, ZONE IENCTH WIDTH oEa b ~<<1~HUCE~ REAM 'BAKK ~ ~ J 'H WIDTH DEPTH ~ ~r 1r q ' ~ • 1366 PG. 261 LO D.B. Wm
~ l ` t~lb. Vu16~. - I m ~ ~~P~o~l C I SD 1`11' ~ ZONED A-I .S CG 9 ry rC
• e I2tP lt+lEO Nl t'[ F4 ~IAf~ S ~ ;7t1~C'f 2 1~ ~ ~ / - O1~ ~ ~ 3~ IN# 380300755523 C p ~ I. ~ c~ -ACT( , P ~ ~T_t I. S S86 40 55 E 3
i ~vrAfNa6 DtT vT' ~E'( t O . • • r = I •Z ALFRED L. ~ SANDRA , l 1 + I ~~V r I . S L la l 32.10 O
rFkCt' L ~ ~ D 1 ,WESTER ~ -~-;~•-1°' SAD IMEN T S = (Q 42890 I G I r r Rt I
CI'A` S 5 0 t.~Fl IN# 3803006 D.B. 2046 PG. 998 PQf~;} A<l.(~r,~ l2 A E. BRASWELL I LS~~>~ OR-f~IJQ l LIND LFVE P.B. 31 PG. 177 '1f Gt 2 .5' ,5' S Z (IRON I i ~f O 5 ~ I FOUND t ~
PINS 380300562 ~ (CID t•F NO REF. FOUN I D A-I 8• FE I t I ZONE ,i ~ _ , RICHARD T. FRI ,=MpgCT, T 5 ZONED A-I I IRON • 8 -__w_p~ - _ ~ _ _ _ _ f-. -1.5-- CI. - _-I CONTROL _ _ ~~I~~-,~--~ TOTAL 480.54' ) _ IR
u1,U~ 1422 PG. 67 ' R• ~ lip' ~ OUND - _ 1- r-- D.B. G~ ~ ~ ~ - - J F CORNER ~ ~ r D t- W 'I"'
A-I SD e/ _ L------------- .421~I~E TOTS ZONED • I ~ I \ ~ CONTROL S86 114 25' ao,al ~ ~ FOUN 00 E TOTAL 2 7 9 ~ ro Cs~B • cJ 198 ~j 56 -
IRON u A 581.78' ~5!!~1 OUND S8b'38'50"E TOTAL 272.23 RNER 27 `.n '3 45 E (TOT L ) ~ 23A FOUND _ ~ _ T ~ .~137`~. 13 1~6 34 r--- . O
- - f r, 1~ 1,4 - - - r - _ - - - I- I ~ I I i ~ V
~ \ - ' ~ ~ y \ a f ~6 22 ~ 1 I I ID \ o ~ / c t3 I i _ ~ ~ I I N \ ~ N 1 l
I I ~ C \ W \o. ~ 3 I N , 4 I_ I I ~ ~ ~I G 3 y y ~ t 517. eq, ft. ( I I_ 13 I \ 1 I I 4 \5 / H "I I b ft. \ I \ ~ ` • 5 b8 904. t. I , ACi~ 3q, sW I \ p
I 0 9 r f 0. acres I ~ 43, • ~ I I~ I N I ' W y y ~ .70 re ~p 8~ 0 acres I • I ~ ar s ~ ` I a1tSTe3 I o,91 ? ter • 1.56 ~ \ati 5I ~ N cn b ~ fTe3 1 0. awes I , ,
32 ~ ~ W I ~ NRB 1 , , ~ RAQ C •D41~ ~ •}d I \ 45, 376. sq, I I ~ - 1{f~ ~
- 130356. ~ \ y ~ ~ ~ I 3 8 * ~ ~ ~ I _ 69 ? ro ~ \ V - ~ ti 196 ~ ~ ~ _ . I \ \ 1.04 atxtis 1Lj 1 ~rO 0` ~ r
N , ~ I 186' ~ SG ~ ~ ~ S I ~ - - - ~ - ~ _ ~ _ - -fit .
- a AI ~ ~tAS 1
- - - - - y o' r 'cK o~rl I ~ ' 1 ~ Rte eNt 207' r~° v \ ~ ~ ~ 4t I I - I I \ \ 1 I~ ~
9 ` ~ r\ ~ 2 rb ' \ \ o/ I \ 7,221. sq, 20 . / EXISTING ~
w l ~ ~ I ~ 3 DI I51 ~ 2 i3 ~ y th I 15 5. ft, ~ , ~ ~ t . .69 , s4, ~ !3 853 sq,F . I 1. acres \ \ ~ ~ / l-18 RG 12 - \ ¢ ~ / ~ \ \ , ' q ~ CROSSIN - a
3E ~ oK 5 C?E I 33 I ~ I. ac LIE ~ I y s 1 244 sq,ft 1023. aq,ft I - - I ~ ~ ~ I , o w y y a` r ~ I lld acres ; ' 0.80 res I I \ \ 8 111 2 /
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ME 'P _ 2 ~ 1 i ~ ~ I_ I NO ~ , " ~ _ : ~0 31 74~. sq,Ft. ~ / y I ~ - EE DEMO?.I ~ t ~ ~ Y lb I ~ a L - - - - - J i SLIP ~ a6 - - - ~ , OWNER: NKacc.E (,PL~~ D1;v~U~~T m ~ w r 1 PI ~ ~
2>! - ~ G ~ v ~12 acres / I ~ 30, I • aq,f . I - ~ ~ I ~ t ~ FtL~° ~ - ~ ~ ~ ADDRESS= •'fl3 L)hFFooI~E t~~1 I E , ' 191' ~ P RAP ~ . w4 ~ a m
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I ~ I y - l 35 ~ .V ~ I y I m D, ~ ~ / r ~ NOTES= 37,013. sq,ft. ¢ Z I ~ ~ R OF PROPOSED LOTS ¦ 41 ~ Q p p Q ~ ~ I res ~ '~45(Af ~ I \a Q 1. TOTAL NUMBS o w ~ w ~ w ~ w -
/ ~ y I es ob i 2b Ft. g I ~ J p 0.80 ~ ~ ~ / h / Dttc(4 - I 17 ~ . 10 0.84 79 7b2. ft, / T 51ZE ¦ 30 000 sq, ft. ~ I- N w f , ~ 2. MINIMUM LO , _ _z N,E N~.__
0. 0 / . / I ZG ~ ~ 548. . 3,132. Ft, I _ I ' ~ , I ,8 acres 182 / ~ ~ ~ p a' 3. ZONINGt A-I ~ ~ ~ ~ 0.76 ac es t`I - ti • ~ _ - ~ L FRONT 50' _ - LY pC
19 ~ ' r I I I ~ + I, arcs I ¢ ' y / I ~ t t0 ~ 1 188 I I _ I rx - / ~ - , I , • cuLV No. b ~ / r SIDE 15
- ' ~ ~ N ~I Z 7 861 X79 CEMETERY 1 0 ~ ~ S A I+ 30 P (CL SO / REAR 30'
~ ~ ~ ~ / ~ 1 I TO BE P I ~ ta`m' ~ ~ / ~ / 30 ft. ENT I 8q ~ REL TED ' SI I / ~ _ -SIDE CORNER 25' - 1 ft t ~ _ _ - 6 6c t T ~Slp / • 4. PW# 380300647399
I i bi d` / l ~ aL• ~ _ / 7 ~ ft. ~ i ~ 33 288 ~ t, J Z ~ 1 / ~ • ~ F NC's / UCTION TD BE IN ACCORDANCE WITI•I I 1 a ~ Tc,~ F ~ 5. ALL CONSTR I LED '?h
~ ~ - 0 I 0 are r ~ P' W?S VI.Vc~.T rl A a.T P• 9 ?k ~ ~ C it JM C t,t1E ~ r c' ~ A / I '~6 ~ ~ Nr l TIE NGDOT AND THE HASH COUNTY UN F ~ CARQ '
- 19 ~ ~ o I N ~J ~~I u ~ ~Lt ~0 r i ~ ~ , r _ I AGE. - ~ ` , - , DEVELOPMENT ORD N b~E
IRON r 36 ~ ~ 12 ~ \ F. I • , ~ FOUND 85 . yr4 ~ ' W CtH ~ , I L \ b. OWNERr ~H L~ L~
I j ~ 6 .212 ~ • ~ ~ 1.96 , E A lT Z~ / ~ CULVERT No, 2 '
\ I \ / _ SC ~ ~r ,CULVERT No, r 60 L,F. 24 RCP = '~Od~• / tJ a ~ • , ~ HONE # 7 $Q , ~ A
/ ~ Idf _ - - • • CULVERT . 5 ~ , ~ - - - - - - I ~ ~ IB" RGP GLAB~ RT . 5 ~i`' , RCP (CLASS ~ GLA55 IV) P 2 . p P GLASS e.s~ I~/ ~ / 7. DEV GAGA \t~:~,
/ / ~ 8 .0 8 'D I 4f NI IV) 6• 6• r ' 1 ~ t~NE Cb T q ~ S, HOe
/ ~ " a~ ~ cF , ~ ~ nk t~t~~ ( , ~ ~idTl~~` T ~,•ev , •r S Z• 4$Il ~odct
3 ~I ~ o, - 16 t~cP 2z PIN# 38030043758 ( / I/'' r^ •Kt~' iU I t4 0. 1s t•0W i ~ ~ ~G ~ - - - ~2 ~
J. NARRI3 / ~ " ~ / tt lJertE' ~ ~ ARET .1 I ~ ~ MARG ~ I ~ ~ . A'iSellt: ~ r,. ~ ~ v }'r ~ ~ ti~ ' EAR 3 ~i~' ~ ~ : ~ ET OF NEW ROADWAY Z v ~ I ~r, 17.8r ~ ~ r ~~C~ 8. LINEAR FE NTER Drawn by, / ~Q ,Q, .$ZR~• h r et~S1 (CALCULATED FROM INTERSECTION TO CE
D.B. 1083 PG. 298 m ~ / ~ ~ ~ I I I I ~ A-I ( ~ ~ -1 ~ ~ 40 I ZONED r m ~ ~ ~ / I I o ~ , 1 ~ TH ~ ~ 0 r ~ ¢1 D ~ OF CUL-DE-SAC) . ti ~ , '
Q- I A m r 69 69Zr xl,~ 7 ~ ' I y ro rp ~ . r . 1 • ~ ~ I I 783 sq, ft _ I `I'I I a ~I,60 t~BJ • ~ ~ acres M , ;Cr ~I / I P ,b ~ y EXISTING o ~ 2542.54, Approved by
m N ~ I I 89 I I- I ~ / 17 ~ Qh ~ \ I 469 'S'? ~ D ~ ~ 18 RCP -POPLAR CREEK ROAD ~ ~ 469 59 D' CROSSING 2006 -GARNER CAURT ¦ 537.83 3~r , . ~ 0 6 I F
/ / 9 t§~e. s2I;'' . y i aq I I I (3~r r a~ ~ 4 L 1 ' ~ S~~- -NELSON COURT ¦ 501.86 Date, -i'1•C6
w res '(r S~ 1 \ I ~ / / ~ . ~ / 08 SOIL DIVIgI J,\ m / / ~ '1 tl / •7S~,1 I I LI I ~ .OSI~• 7~ D ~ : PJ.L~ I COURT ¦ 598.72' S TD •3a5 RA , R.WAjE I,~IBRPNE - H D • 317.42' I
- / / 131 I I I . I / ~ / '~L>IiW ~.oc I I 17e I~ tP ~ ~ , 76 G, / ~ DES gtQR~ FLA ERTY EGA = Fll.'CEQ , / P / ~ Job name•
~ , - a• 8 ~ 1 I I u ~ I . ~ ~ AREA q, ALL DISTANCES SHOWN ARE HORIZONT L, $Ih• S~•t3 ' ,f , l µ6 NCGS ROAD,DWG I 0 ~ - - RED o a , ~ - ~CIST OORDINATE METHOD, NO
p / / / ~ I 176 l I _I ; S. S ~ E ,t COMPUTED BY G ~ I ~ r Q' / ~ RdA'D~l` MONUMENTS FOUND WITHIN 2000 .
/ / ERVA ~ O I 174 I ~ / \ \ / 5to # II / ~ -I II ' • ' ~ - -J tibT N USE OF ALL ADJOINING PROPERTIES 15 ____~t L__ r u 10. EXISTI G
/ 91MEls l l ~ M ~ ----J ~------t ~ 2 _ _ I _ _ L-LD~ _ 3_ ~ .S~_ _ - I. I a. . 172 ~ ~ lSN>Q•~~ A-I. Scale, i
r s ~ 397 701' 4 - AL AREA OF PARCEL ¦ 2,455,038 sq, ft. „ , i _ _ IR ~ - _ - _ II. TOT 1 =100 ~H~ - _ - EI.E~/ OLIN (56.35 at.) ft. 5.57
/9 9~ ~ 260' Z 7q' (~"OTA~i3 ,3T) N86'1T49 . ~ IRON ~ .SS F 12, TOTAL AREA OF NEW R/W •252,747 sq, ( I'19
IRON TOTAL 675-10' ) N86 08 56"W ~ 1~f~ ( IFOUND ~L>6~5~ ttl0'T~ A r 1130 ac.
I FOUND 12 / 1 . .t I I. ~ ClAlit aanaruu,37114 \ , 13. AVERAGE LOT SIZE ¦ 49, 217 sq, ft. _
I n"' PIN# 360300533523 ~EIS~ 1 P(eti I ~ E75 (`A/A t'ON IA. TOTAL AREA OF PROPOSED IMPERVIUU:D KWAU
I NEY R. GRIFFIN Tl LARRY K, t 7ERRI I S D ZZ I L. WILLIAMS Er AL. ;fie IZ sc SnB~ps(~1 0~03d2 a PG. SURF ACE ON PARCEL • 1031500 sq, ft. (2.23 ac.) Sheet No. ~
I D.B. NE M, 436
ZONED A-I A. = 61A56 CA15u) If Lc-P, U D.B. qq ZONED eoe a ~ ~ cy, 15r) DOFF, 14 HOME IS TO BE DEMOLISHED. DEBRIS HAULE f Of
,4AC. tr 3totl5 # 12 N 0.100' ARTMENT OF BAR CRAP SOIL TYPES FROM UNITED STATES DEP _ 16. CEMETERY 19 TO BE PROFESSIONALY RELOCATED.
y 70Ps IZ Kw COUNTY SOIL CONSERVATION SERVICE SOIL SURVEY OF NASN
too o goo ~Co k I~• AGRICULTURE t 50 'oo $ N.C. SEE PAGE 2-A.
~t e g