20051853 Ver 1_Complete File_20050930

W AT A?'9pG
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
November 7, 2005
Mr. Ronald Mikesh
POGO 1, LLC
12620 Port Chester Court
Raleigh, NC 27614
Subject Property: Hampton Park Subdivision
Neil Creek [030607, 18-16-(0.7), WSIV]
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Mikesh:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-1853
Wake County
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.189 acres of wetland and 205 linear feet of intermittent stream, and 0.25
acres of open water for the purpose of development of residential subdivision lots at the subject property,
as described within your application dated September 26, 2005, and received by the N.C. Division of
Water Quality (DWQ) on September 30, 2005, with more information received by the DWQ on October
28, 2005. After reviewing your application, we have decided that the impacts are covered by General
Water Quality Certification Number(s) 3402 (GC3402). The Certification(s) allows you to use
Nationwide Permit(s) NW39 when issued by the US Army Corps of Engineers (USACE). 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, Non-discharge,
and other regulations. Also, this approval to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA
Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
Conditions of Certification:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet http://h2o.enr.state.nc.us/ncwetlands
Noy` Carolina
Aurally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
POGO 1, LLC
Page 2 of 3
November 7, 2006
Amount Approved Units Plan Location or Reference
Stream (Intermittent) 205 linear feet PCN page 4 of 9
404/LAMA Wetland 0.189 acres PCN page 4 of 9
Open Water 0.25 PCN page 5 of 9
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. 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 40I/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;
POGO 1, LLC
Page 3 of 3
November 7, 2006
7. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this, permit and monitoring report forms may
be found at htti2:11h2o.enr..state.nc.u.rlvu/Fornis Documents.hhn.;
8. The applicant is allowed the stream impacts listed in this permit application, including fill slopes,
dissipaters and bank stabilization. This certification does not allow the applicant the freedom to
impact the entire easement area.
Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert. Therefore, you must provide plans with adequate details that indicate that the current
stability of the stream will be maintained or enhanced. You must receive written approval from this
Office for the above plans before the culvert(s) is installed. Culvert(s) must be installed according
to approved plans.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result in
dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the
above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. If rip-rap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
POGO 1, LLC
Page 4 of 3
November 7, 2006
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.
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.
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.
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 Alan Johnson in the DWQ Mooresville Regional Office at 704-663-1699.
Si e ly, L
Alan W. Klimek, P.E.
AWK/ijm
Enclosures: GC 3402
Certificate of Completion
cc: Barrett L. Kays, Landis, Inc., P.O. Box 30069, Raleigh, NC 27622-0069
USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 051853 HamptonParkS D(Wake)401
•I
Landis, Inc.
October 27, 2005
Ms. Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
NC Division of Water Quality
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
Re: Hampton Park Subdivision
DWG Project #05-1853, Wake County
Dear Ms. Karoly,
D 1.D @ C lJl O
OCT ? 8 2005
fW 1
Thank you for you letter dated October 11, 2005 regarding the subject project. On behalf
of Mr. Ronald Mikesh, I am hereby submitting the additional information you requested:
1. Please provide a location map for the project.
Response: Please find an attached USGS map print with the site location labeled.
2. Please show all stream impacts including all fill slopes, dissipaters, and bank
stabilization on the site plait. It is unclear where the stream impacts are
occurring based on the drawing provided The culvert structures with fill slopes,
energy dissipaters and bank stabilization should be shown on the plaits.
Response: Please find attached a complete set of the site plans and roadway
profiles drawings for the entire project. The plans show the culvert structures and
energy dissipaters. The plans also show the extent of the fill slopes. The impact
maps previously submitted are based upon the extent of the fill slopes. The
impact areas also include the entire drainage easement around each of the pipe
inlets and outlets. While not all of the easement is shown to be filled, my
experience is that using the entire easement area is the conservative way to
estimate the reasonable maximum amount of impact.
3. Please indicate proposed lot layout as overlays on the site plan. The entire
proposed built-out layout should be shown on the site plait.
Response: Please find attached site plans that show the lot layout and the
proposed maximum building envelopes.
Barrett Kays Page 2 10/27/2005
4. Please provide cross section details showing the provisions for aquatic life
passage.
Response: Please find the attached cross sections of the crossings. The cross
sections show that each of the culverts will be set at an elevation to maintain
stream low flows through the culvert. In addition, we are not impacting the
perennial stream on the east side of the project. And, we are not impacting the
second order stream that runs through the middle of the project. The largest
amount of wetlands is located along these two channels. The road crossings are
located on first order streams and above the point where the wetlands have
substantially narrowed.
5. Please specify the percent ofproject imperviousness area calculations based on
the estimated built-out conditions.
Response: The built-upon area for the project is 13.6 percent (note impervious
data on sheet CD-1). The state low density requirement for WSIV is not to
exceed 24 percent; therefore the project will be about than one-half of the state
standard. In addition, the minimum lot size as shown on the site plan is 20,000
square feet.
6 Please indicate the diffuse f oiv provision on the site plan. If level spreaders are
proposed please show them clearly on the plan and include calculations to meet
DIVQ design standards.
Response: The WSIV low density standards recommends the use of grassed
swales which will be used on the subject project. The project has been designed
to meet the low density requirement of WSIV. No DWQ level spreaders are
proposed for the project.
I trust this that the attached documents provide you with the additional information you
requested. If you have any questions or need further elaboration, please contact me.
Sincerely,
Landi
Barre ays, Ph.D.
Licensed Soil Scientist
,vww.harrettkays.com
Cc: Mr. Eric Kulz, DWQ Raleigh Regional Office (w/ enclosure)
Mr. Thomas Brown, USCOE, Raleigh Field Office
Mr. Ronald Mikesh, POGO 1, LLC
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Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit Riparian or Watershed Buffer Rules
Section 10 Permit Isolated Wetland Permit from DWQ
X 401 Water Quality Certification E] Express 401 Water Quality Certification
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: El
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39
5. If your project is located in any of North Carolina's _twenty_coas_t_al_counties _(listed onPage --
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), ch
II. Applicant Information D
D
SEP 3 0 2005
1. Owner/Applicant Information pE?
Name: Mr. Ronald 1likesli for POGO 1 LLC ANDSTO, R QuauTr
Mailing Address: 12620 Port Chester Court, Raleiuh, NC 27614 ''cM
Telephone Number: 919-291-5517
Fax Number: 919-821-5620
E-mail Address: ProwlerlleRcs.eom
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Barrett L. Kavs
Company Affiliation: Landis, Inc.
Mailing Address: P.O. Box 30069, Raleigh, NC 27622-0069
Telephone Number: 919-787-1617 Fax Number: 919-787-9355
E-mail Address: blkays((?,aol.com
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Hampton Park Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0665735342
4. Location
County: Wake Nearest Town: Fuguay-Varina
Subdivision name (include phase/lot number): Hampton Park Subdivision, Phase I & II
Directions to site (include road numbers/names, landmarks, etc.): from NC 55, south on
Purfoy Road (SR1301), site is immediately across from Eastwood Drive
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): ON OW
6. Property size (acres): 85.83 acres
7. Name of nearest receiving body of water: Neills Creek
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.ciir.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: agricultural fields and woodlands
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: project
consists of three road crossings, filling of open water pond, and other minor wetland
impacts; equipment will consists of bull dozers, pans, and hoes
11. Explain the purpose of the proposed work: impacts deal with necessary access to various
portions of the site; wetlands have been avoided and impacts have been minimized;
crossing have been located in areas of less wetlands; one of the crossing is located where
a current piped farm road crossing exists
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable).- If this is _a NCDOT project,.
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None are anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
Page 3 of 9
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: project consists of three road
crossings, filling of open water pond, and other minor wetland impacts
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 imnact.c rl„P to hnth etn,..r,,, .,,,a
Wetland Impact
Site Number
(indicate on map)

Street A
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet)
Road Crossing Forested Yes Adjacent
Street l3 Road Crossing Forested Yes Adjacent
Street C
Road/Drive Crossing Forested Partially Adjacent
Street C
Road Crossing Forested No Adjacent

- - - - Total Wetland Impact (acres) -
Area of
Impact
(acres)
0.048
0.043
0.069
0.029
0.189-
3. List the total acreage (estimated) of all existing wetlands on the property: 11.42 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Average Impact Area of
Number Stream Name T e of Im act perennial or
yp p Intermittent? Stream Width Length Impact
(indicate on map) Before Impact (linear feet) (acres)
Street B Trib. Ncills Creek Road Cuhert Litermitt, 5.4 feet 115 fcet* 0.0143
Street C Trib. Ncills Creek Road Culvert Interrnitt. 4. (feet 90 feet** 0.0093
Total Stream Impact (by length and acreage) 205 0.0236
* Street B - includes curvature of stream channel
** Street C - 90-foot culvert less 20-feet for existing culvert
Page 4 of 9
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding. drainage- bulkhenrls etr.
Open Water Impact
Site Number

(indicate on map)
Name of ?vaterbody
(if applicable)

Type of Impact Type of Waterbod
y
(lake, pond, estuary, sound, bay,
ocean, etc.)
Area of
Impact
(acres)
Small Pond Dug Irrigation Pond Filling Pond 0.25

Total Open Water Impact (acres) 0.25
6. List the cumulative impact to all Waters of the U.S. resulting from the nrnient-
Stream Impact (acres): 0.02
Wetland Impact (acres): 0.19
Open Water Impact (acres): 0.25
Total Impact to Waters of the U.S. (acres) 0.46
Total Stream Impact (linear feet): 205 LF
7. Isolated Waters
Do any isolated waters exist on the property? Yes No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
---- the-size of the-proposed-impact (acres or-linear-feet).--Please-note-that this section-only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
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): E] uplands 0 stream EJ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
I I
oca stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during constriction to reduce impacts. Road crossing have been
Page 5 of 9
limited to three (two intermittent); crossings have been located in areas of limited wetland
impact
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
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,_cnliancing, -or preserving-similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://l12o.enr.state.iic.us/ncwetlaiids/stmigide.litnil.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Page 6 of 9
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes 0 No ;'
2. If yes,_does the project-require preparation of an-environmental document. pursuant. to_the-_
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes F] No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No E]
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes F-1 No F-] NA
Page 7 of 9
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact I Multiplier Required
I (square feet) Mitigation
1 3 (2 for Catawba)
2 1.5
Total
Zone I extends out 30 feet perpendicular from the top of the near
additional 20 feet from the edge of Zone 1.
extends an
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
- the property. _- If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Total impervious acreage for project is 12.00
acres (13.98% of project area). The upper coastal plain soils on this side have deep sandy
surface typically 24 to 36 inches in thickness, that provides for excellent infiltration of
stormwater around home sites. Grassed sivales will be used aloe roadsides to infiltrate
runoff from roadwavs.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
On-site septic svstems
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes E] No X
Is this an after-the-fact permit application? Yes No
XIV. Cumulative Impacts (required by DWQ)
Page 8 of 9
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes EJ No 9 '1
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://l12o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is_valid only if an authorization letter from-the applicant is provided.)________
Page 9 of 9
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?0F W ATF9Q Michael F. Easley, Governor
6- William G. Ross Jr., Secretary
0) r North Carolina Department of Environment and Natural Resources
> -H
O .? Alan W. Klimek, P.E. Director
Division of Water Quality
October 11, 2005
DWQ Project # 05-1853
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Donald Mikesh
POGO 1, LLC
12620 Port Chester Court
Raleigh, NC 27614
Subject Property: Hampton Park Subdivision
Neill Creek [030607,18-16-(0.7), WSIV]
REQUEST FOR MORE INFORMATION
Dear Mr. Mikesh:
On September 30, 2005, the Division of Water Quality (DWQ) received your application dated
September 26, 2005, to impact 0.189 acres of wetlands, 205 linear feet of streams and 0.25 acres of
waters to construct the proposed residential subdivision. The DWQ has determined that your application
was incomplete and/or provided inaccurate information as discussed below. The DWQ will require
additional information in order to process your application to impact protected wetlands and/or streams on
the subject property. Therefore, unless we receive the additional information requested below, we will
have to move toward denial of your application as required by 15A NCAC 2H.0506 and will place this
project on hold as incomplete until we receive this additional information. Please provide the following
information so that we may continue to review your project.
Additional Information Requested:
1. Please provide a location map for the project.
2. Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the
site plan. It is unclear where the stream impacts are occurring based on the drawing provided.
The culvert structures with fill slopes, energy dissipaters and bank stabilization should be shown
on the plans
3. Please indicate proposed lot layout as overlays on the site plan. The entire proposed built-out
layout should be shown on the site plan.
4. Please provide cross section details showing the provisions for aquatic life passage.
5. Please specify the percent of project imperviousness area calculations based on the estimated
built-out conditions.
6. Please indicate the diffuse flow provisions on the site plan. If level spreaders are proposed,
please show them clearly on the plan and include calculations to meet DWQ design standards.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: hnn•//h2o.encstate.ne.us/ncwctlands
one
N Carolina
,aturallff
An Equal Opportunity/AfTirmative Action Employer - 50% Recycled/ 10% Post Consumer Paper
POGO 1, LLC
Page 2 of 2
October 11, 2005
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we
will assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss t 's matter.
Sir*' '/ / /'I

CBK/ijm
Cyndi Karoly, Supervisor
1 Oversight/Express Review Permitting Unit
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
11'P-Oopy
Central Files
Barrett L. Kays, Landis, Inc., P.O. Box 30069, Raleigh, NC 27622-0069
Filename: 051853HamptonParkSD(Wake)On_llold
Landis, Inc.
September 26, 2005
NC Division of Water Quality
401 Certification/Wetland Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Re: PCN Application for Hampton Park Subdivision; Property of POGO 1, LLC;
Wake County, NC
Gentlemen:
Please find the attached PCN Application signed by Mr. Ronald Mikesh for POGO 1,
LLC. Please process the water quality certification for this project. Thank you for your
kind assistance with the project. Please contact me if you have any questions or need
further elaboration.
Sincerely,
Landis,
arr *s, D.
(Jre
Environmental Scientist
wnvw.barrettkays.com
Q?c??ad??
SEP 3 b 2005
DENR - WATER QUALITY
V.-, 1 Z3 W-D STRv-;-'ATER EV 1 ICH
Enclosures - Check for $475 Application Fee
Eight copies of PCN Application,
Wetland Map indicating stream crossings, and
Wetland Impact maps for street A, B, C, and C Additional
Office Use Only: Form Version March 05
USACE Action ID No. D`VQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
2
1. Check all of the approval(s) requested for this project:
X Section 404 Permit ? Riparian or Watershed Buffer Rules
Section 10 Permit F-1 Isolated Wetland Permit from DWQ
X 401 Water Quality Certification 0 Express 401 Water Quality Certification
Nationwide, Regional or General Permit Number(s) Requested: NWP 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: El
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: R
5. If your project is located in any of North Carolina's twenty coastal counties_0isted__o_n 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),
RE i emu" v
II. Applicant Information SEP 3 0 2005
1. Owner/Applicant Information DE14R- WATER QUALITY
Name: 1N'Ir. Ronald lNIikesh for POGO 1, LLC 1'-_r TLh'XSM10STOr2"VATEt6FW4CH
Mailing Address: 12620 Port Chester Court, Raleivlt, NC 27614
Telephone Number: 919-291-5517 Fax Number: 919-821-5620
E-mail Address: Prowlerlleacs.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Barrett L. Kavs
Company Affiliation: Landis, Inc.
Mailing Address: P.O. Box 30069, Raleigh, NC 27622-0069
Telephone Number: 919-787-1617 Fax Number: 919-787-9355
E-mail Address: blkays a,aol.cotn
Page I of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Hampton Park Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
Property Identification Number (Tax PIN): 0665735342
4. Location
County: Wake Nearest Town: Fuguay-Varina
Subdivision name (include phase/lot number): Hampton Park Subdivision, Phase I &c II
Directions to site (include road numbers/names, landmarks, etc.): from NC 55, south on
Purfoy Road (SR1301), site is immediately across from Eastwood Drive
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): ON OW
6. Property size (acres): 85.83 acres
7. Name of nearest receiving body of water: Neills Creel:
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://Ii2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: agricultural fields and woodlands
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: project
consists of three road crossings, filling of open water pond, and other minor wetland
impacts; equipment will consists of bull dozers, pans, and hoes
11. Explain the purpose of the proposed work: impacts deal with necessary access to various
portions of the site; wetlands have been avoided and impacts have been minimized,
crossing have been located in areas of less wetlands; one of the crossing is located where
a current piped farm road crossing exists
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
- --- buffer impacts, along with associated mitigation (where applicable).--- If this is a NCDOT project,-
-- - -
list and describe pen-nits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None are anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
Page 3 of 9
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: project consists of three road
crossings, filling of open water pond, and other minor wetland impacts
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For darns,
separately list impacts due to both structure and flondinn

Wetland Impact
Site Number
(indicate on map)

Street A

Type of Impact

Road Crossing -- ------
Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.)

Forested --a•
Located within
100-year
Floodplain
(yes/no)
Yes
Distance to
Nearest
Stream
(linear feet)
Adjacent
Area of
Impact
(acres)

0.048
Street B Road Crossing Forested Yes Adjacent 0.043
Street C Road/Drive Crossing Forested Partially Adjacent 0.069
Street C Road Crossing Forested No Adjacent 0.029

- -
Total Wetland Impact (acres) -- - -
_0:189---
List the total acreage (estimated) of all existing wetlands on the property: 11.42 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage. n,nltinly length x width fl,- A;-M- 1,., A2 ern
Stream Impact
Number
(indicate on map)
Street B
Stream Name

Trib. Neills Creek
Type of Impact

Road Culvert
Perennial or
Intennittent?
Interniitt, Average
Stream Width
Before Impact
5.4 feet Impact
Len tli
g (linear feet)
115 feet- Area of
Impact
(acres)
0.0143
Street C Trib. Neills Creek Road Culvert I11ternlitt. 4.5 feet 90 feet** 0.0093

Total Stream Impact (by length and acreage) 205 0.0236
* Street B - includes curvature of stream channel
** Street C - 90-foot culvert less 20-feet for existing culvert
Page 4 of 9
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads. etc.
Open Water Impact
Site Number
(indicate on map) Name of Waterbody
(if applicable) v
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
Small Pond Dug Irrigation Pond Filling Pond 0.25

Total Open Water Impact (acres) 0.25
6. List the cumulative impact to all Waters of the U.S. resultine from the nroiect:
Stream Impact (acres): 0.02
Wetland Impact (acres): 0.19
Open Water Impact (acres): 0.25
Total Impact to Waters of the U.S. (acres) 0.46
Total Stream Impact (linear feet): 205 LF
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes F-] 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.
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): E] uplands 0 stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe treasures taken to avoid the proposed impacts. It may be useful to provide
infortnation 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. Road crossing have been
Page 5 of 9
limited to three (two intermittent); crossings have been located in areas of limited wetland
impact
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
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-siinilar_-_
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://l12o-.cnr.state.nc.us/ncwetlands/stniigide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Page 6 of 9
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes [:] No X
2. If yes, does the project require preparation of an_environmental document pursuant to tile,---
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 R No R
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 F-1 No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes F-1 No [_? NA
Page 7 of 9
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
Multiplier Required
(square feet) Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
- the property.. --- If-percent impervious - surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Total impervious acreage for project is 12.00
acres 13.98% of project area). The upper coastal plain soils on this side have deep sandy
surface typically 24 to 36 inches in thickness, that provides for excellent infiltration of
stormwater around home sites. Grassed swales will be used aloe roadsides to infiltrate
runoff from roadways.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
On-site septic systems
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes F] No
Is this an after-the-fact permit application? Yes [:] No
XIV. Cumulative Impacts (required by DWQ)
Page 8 of 9
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes EJ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://12o.ciir.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
• N 7 Goo
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter-from-the applicant-is provided.)------
Page 9 of 9
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Plan Detail Incomplete
Please provide a location map for the project.
(] Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan. 1 1
TS ltt1C?U; wl?;? ?Iv ,i,,
? Please show all wetland impacts including fill slopes on th4 site plan.
? Please indicate all buffer impacts on the site plan.
Ej Please indicate proposed lot layout as overlays on the site plan.-- '? S?1;tU E-
`*1` w rl cis S 1 ?' Ji
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? , Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
Please specify the percent of project imperviousness areatbased on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
Please indicate the diffuse flow provision measures on the site plan. :q ezve_Q re"
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided t V`C,W? v
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional ??-
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
??
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the . Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.

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DEVELOPER PROJECT INFORMIATION PROJECT NAPE CML ENGINEER SHEET NAME SHEET NUMBER
REVISIONS
DRAWING SCALE
N0. DATE DESCRIl'TION 1"=50' ~ ~ .
PROJECT MANAGER: RJB ~ ~
¦¦>APTA¦I r, ¦ nv ni ~ennnc+~~?~~ n~ Ali C
DRAWN BY: ^WF 1'IAMI"1 VI\ r'NI'fm aVDYIY1.71V17 rLN1Y
APPROVED B" RJB 12620 PORT CHESTER COUI CONSULTING
ER COURT 2805 Tobermorp Lane
Raleigh, NC 27606 PHASE I DATE FINAL. DRAWING - FOR
(CLUSTER SUBDIVISION) RALEIGH, N.C. 27614 27614 Phone No. [phone] 10-17-05 REVIEW PURPOSES ONLY
WAKE COUNTY PIN 0665-73-5342 PHONE: [phone]

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816 N49'08'18"W 7.59 7.59 846 X25'59'55"W 18.14 862 25.69
B17 S51'15'00"W 30.00 30,00 847 NQO'45'12"W 23.12 863 7.13 THIS CERTIFlES THAT THIS COPY OF THIS PLAT IDENIIFlES AS
Bt8 S51'29'34"W 35.05 819 570'44'58"W 3.91 35.05 848 X37`15'15"E 14.04 884 15.66 WATERS OF THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE U.S., INCLUDING WETLANDS, REGULATED PURSUANT TO SECTION 404 3.91 849 X10'19`45"W 9.48 885 15.25 OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON
B20 S58'01'36"W 21.21 21.21 850 X25'49'33"W 5.30 886 " 4.08 THIS DATE. UNLESS THERE IS A CHANGE iN LAW OR OUR PUBLISHED
B21 S181T04"W 32.51 32.51 851 X53'55'53"W 18.85 888 5.84 REGULAl10NS, THIS DETERMINATION OF SECTION 404 JURISDICTION
B22 S61'12'47"W 19.15 19.15 852 $19'26'28"E 35.86 889 10.73 MAY BE RELIED UPON FOR A PERIOD NOT EXCEED FIDE YEARS FROM
B23 550'55'20"W 14.71 B24 S74'00'02"W 20.50 14.71 653 $11'22'11"W 17.49 890 5.76 THIS DATE. THIS DETERMINATION WAS MADE U1IUZING THE 1987 20,50 654 511'09'22"E 17.81 891 16.09 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.
B25 580'46'12"W 37.78 37.78 655 S25 42'39"E 22.92 892 " 11.94
826 530'2]52"W 22.37 22.37 856 500'43'29"E 9.96 893 12.85
857 $16'18'03"E 23.55 894 13.30 NAME
858 N08'Oi'12"E 47.17 895 17,52 859 X66'21'28"W 19.08 B96 9.54 ~~-E
660 N07'26'DO"W 33.11 697 $02'08'07"W 13.03
861 X67'03'30"E 12.21 898 588'21'50"E 20.66 DATE
862 S23'O6'28"W 5.39 899 N61'O6'44"E 12.47 AID
863 $14'18'18"E 21.31 B10D X23'34'25"W 8.31 864 $17'16'00"E 10.44 B101 X89'56'26"E 9.ii
865 546'58'13"E 13.10 8102 512'09'44"W 14.38
866 557'43'54"E 13.47 8103 S51'00'07"W 13.15
867 $20'55'32"E 24.32 8104 S44'45'43`E 11.57 100 50 0 100 200
829 $86'25'30"W 5.59 B105 575'40'39'E 25.62
830 $86'25'30"W 34.35 8106 $23"10 57"W 24.22 GRAPHIC SCALE
N
DESIGNED SCALE SHEET NO.
DATE: AUG 15 2005
DRAWN JWR SO LJ-TH Wl N D le HAI HAMPTON PARK WETLAND SURVEY HORIZONTAL:
sw PROS. # 05-0018 1 "=100'
CHECKED BK 93 SURVEYING AND 201 GLEN ROAD ~ SUBDIVISION VERTICAL:
ENGINEERING, INC. GARNER, N.C. 27529 DWG FILE # WL-1 N/A
PROD. ENG. 919-773-0183 DATE 919-773-0148 (FAX) OF: 1
REV.NO. DESCRIPTIONS DATE REVISIONS S URVEYING ENGINEERING LAND DEVELOPMENT

i DATA SI A A PLAN SET SHEETS '
GENERAL NOTES TOTAL ACREAGE: 85.83 ACRES ACR AGE CALCULATIONS: CD-1 SITE PLAN GRAPHIC SCALE E
WITH THE WAKE COUNTY SUBDIVISION ORDINANCE AND NCDOT STANDARDS & SPECIFCATIONS. CURRENT OWNER: POGO I L.L.C. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE TOTAL TO EXISTING ROW: 3,738,605 SF CD-2 EXISTING CONDITIONS
H WN ON THE PLANS. PROPERTY ADDRESS: 5801 LEASE LANE 2. ALL PROPOSED STREET RIGHT-OF-WAY WIDTHS ARE S 0 A 8 014 SF CD-3 UTILITIES PLAN 10° ° ~0 10D ~0 40D PROPOSED ROW DEDIC TION , _.C. NET AREA: 3,730,591 SF CD-4 UTILITIES WITH EXISTING CONDITIONS
NTY ZONING ORDINANCE. DEVELOPER: PARKER DEVELOPMENT, L.L.C. 3. SETBACKS ARE SHOWN IN ACCORDANCE WITH THE WAKE COU ~D OPEN SPACE REQUIRED 10% :373,059 SF PP-1 PLAN & PROFILE t )
F R CONSTRUCTION IS COMPLETED AS PART OF THE SUBDIVISION PLAT. 12620 PORT CHESTER ROAD 4. UTIUTY AND PIPELINE EASEMENTS SHALL BE RECORDED A TE OPEN SPACE PROVIDED: 748,827 SF (20~) STREET A (IN ~1' }
SOIL LOCATIONS WERE PERFORMED BY LANDIS, INC. SURVEY OF SOIL FLAGGING RALEIGH, NC 27514 5. BOUNDARY INFORMATION IS BASED ON WAKE COUNTY GIS DISTURBED AREA -TOTAL: 576 898 SF 13.2 AC PP-2 PLAN & PROFILE 1 inch = 100 fi~ ( )
RFORMED BY SOUTHWINDS SURVEYING. PHONE: [phone] AND EXISTING ROADWAY AND BOUNDARY SURVEYS WERE PE PROVIDED BY WAKE COUNTY GIS. ENGINEER: B&F CONSULTING, INC. LOT SIZE CALCULATIONS: STREET B
6. DESIGN SHOW IS BASED ON TOPOGRAPHIC INFORMATION 37183C0780E DATED MARCH 3, 1992. 2805 TOBERMORY LANE 7. FLOOD PLAIN LOCATED ON THIS PROPERTY PER FlRM MAP MINIMUM LOT SIZE: 17 040 SF PP-3 PLAN & PROFlLE
PRIOR TO CONSTRUCTION. LOCATION OF EXITING UTILITIES SHOWN ON RALEIGH, NC 27606 8. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES MAXIMUM LOT SIZE: 94 944 SF STREET C
CONSIDERED ONLY APPROXIMATE. PHONE: [phone] PLANS IS BASED ON BEST AVAILABLE INFORMATION BUT CAN BE AVERAGE LOT SIZE: 30 376 SF PP-4 PLAN & PROFILE ' STREET C INFRASTRUCTURE INFORMATION:
IN ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS. FAX: [phone]. ANY REQUIRED HANDICAP RAMPS SHALL BE CONSTRUCTED PP 5 PLAN & PROFILE WATERLINE: 6,708 LF ~
C TO RIGHT OF WAY. EXISTING USE: VACANT 10. ALL CUL-DE-SACS SHALL HAVE A 50 RADIUS FROM CENTER OF SA SINGLE FAMILY RESIDENTIAL SUBpIViS10 IL SUBDIVISION NEW ROADWAYS: 6 $71 ~ STREETS D & E
' WISE. PROPOSED USE: 11. ALL STREET INTERSECTIONS EDGE OF PAVEMENT RADII ARE 30 UNLESS NOTED OTHER R-30' WATER PROTECTION AREA OVE EXISTING ZONING: , ?N AREA OVERLAY NEW BIKE LANE: 373 LF D-1 DETAILS
12. VEGETATION SHALL BE SAVED WHERE POSSIBLE TO ENHANCE THE FUTURE LOTS. ZONING: R-30' WATER PROTECTION AREA OVE T OF WAYS UNLESS SHOWN WITH AN EASEMENT. PROPOSED , IN AREA OVERLAY NEW RIGHT OF WAY: 5 979 SF D-2 DETAILS
13. ALL INTERSECTION SIGHT TRIANGLES ARf LOCATED (THIN STREET RICH WAKE COUNTY PIN NUMBER: 0665-73-5342, 0665-63-2595 -2595 RESERVED 5' EASEMENT: 6,012 SF
14. REQUIRED BUFFER YARDS SHALL BE LANDSCAPED IN ACCORDANCE WITH THE WAKE CAUNTY ZONING ORDINANCE. R IRED OPEN SPACE FOR DEED BOOK/PAGE: 08315/1013, 11403/0842 15. REQUIRED OPEN SPACE SHALL BE CONVEYED TO AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. THE EQU MINIMUM BUILDING SETBACKS:
I ACE USE SHALL BE PROPOSED NUMBER OF LOTS: 82 LOTS, 3 WELL LOTS EACH DEVELOPMENT PHASE IF MULTIPLE PHASES UTILIZED) SHALL BE RECORDED AS THE PRO~CT CEVELOPS. OPEN SP S { PROPOSED NUMBER Of PHASES: TWO PHASE FRONT YARD: ~ 30 LF SIDE YARD: 10 LF
RESERVED AS DESCRIBED IN TtiE WAKE COUNTY SUBDIVISION ORDINACE. PROPOSED DENSITY: 1. 5 DU ACRE 0 / REAR YARD: 20 LF
16. FLOOD HAZARD SOILS LOCATED FROM WAKE COUNTY SOILS MAPPING. IMPERVIOUS DATA: 509,700 SF {13.6%) CORNER SIDEYARD: 20 LF
17. ALL LOTS BACKING TO PURFOY ROAD AND OR ANGLER ROAD SHALL BE RESTRICTED FROM DRIVEWAY ACCESS TO THESE ROADS. / , SITE PERIMETER REAR YARD SETBACK SHALL BE 30' J
18. THE ALIGNMENT OF HORSEMAN CREEK TRAIL, WHICH IS ON THE TOWN OF FUQUAY VARINA S MASTER PLAN, 1S SHOWM SCHEMATICALLY R 1 ~ ` 1
ON THIS PLAN. AT THE TIME OF CONSTRUCTION DRAWINGS AND RECORDABLE PLAT, THE ALIGNMENT OF THE TRAIL WILL BE PROTECTED
BY A CONSERVATION GREENWAY EASEMENT. 1. DOMESTIC WATER SHALL BE SERVED BY A COMMUNITY WELL SYSTEM. .LL SYSTEM. ~ WAKE ~ ~ 1DUAL SEPTIC TANKS LOCATED ON EACH LOT. THE Hq - COUN
19. ANY PROTECTED TREE LOCATED WITHIN THE PERIMETER EE AND VEGETATION PROTEC110N ZONE THAT IS REMOVED MUST BE REPLACED AT 2. SANITARY SEWER SYSTEMS SHALL BE PROVIDED BY INDIVIDUAL SEPTIC THE REQUIRED RATIO. SEPTIC SYSTEM SHALL BE APPROVED ON A LOT BY LOT BASIS FOR LOT, RNE ' I t=~M .S.F. ~ CO ~ ~ SIS FOR LOTS UNDER 30,000 G UN~.
20. REFERENCE STANDARD NCDOT DETAILS 862.01, 62.02 ND 862.03 FOR GUARDRAIL PL EMENT WHERE FILL OF 10 + IS REQUIRED. 3. ALL WATER LINES IN RIGHT OF WAYS AND EASEMENTS SHALL BE 6" I " PVC. -LACE BE 6
WOODSPOINT SUBDIVISION 4. ROUTING OF THE SEWER EASEMENTS, IN GENERAL, IS OUTSIDE THE RI I THE RIPARIAN BUFFER ANO ALONG THE TS DE
* INDICATES A LOT WITH A PORTION OF PROPERTY IN A F 000 HAZARD SOIL. ALIGNMENTS SHOWN. VARIATIONS IN THIS ALIGNMENT BASED ON FINAL / N D ON FINAL CONSTRUCTION DRAWING APPROVAL ARE LARRY SHERRON HEIRS
JULIANNA A. SPINEW ERIC UHIER d< BRENDA KING ACCEPTABLE. DB/PG: 07554/0930 DB/PG 11134/1515 VICINITY MAP OB/PG: 028?B/0-E- PIN: 0665-84-9485
PIN: 0665-63-2904 PIN: 0665-63-5934 25.00' ZONING R-30 ~pE FAMILY HOME 30.x' TREE VEG N~ STD. NCDOT CDS AREA FOR TEMP. TURNAROUND SCALE; 1"=500 zor~wNG: R-3o mn B. sHERRav 30.00' 25.00' STOP PAVEMENT AT BULB AND PROVIDE VACANT
9NGLE FAMILY NOME / PERIMETER PROT. ZONE PIN: 0665-74-4363 PERIMETER TREE/VEG 8" ABC FOR FUTURE ROADBED ZONING: R-30 YARD PROT. ZONE ROUTE SWALE AROUND GRAVEL.
YARD MANUFACTURED HOMES 128 71 8J' 83~ B3' B3' 83' 10tY 93 1 1232 5 403
A PHALT LEFT TURN LANE tf4' foa' S9• f8' 65' 83' 83' 83' 105 720' 353' f _ A 1 { i _ _ - ~ t LOT AREA: i
INTO SUBDIVISION WILL BE - i _ _ _ _ _ - _ - -y~ - - - - PROVIDED AS PER NCDOT \ O~ARE~• IMP. AREA: R A: IMP. AREA: IMP. AREA: F ~ ~ R37.50 i ~ 31,853 SF LOT AREA: i
IMP. A E REQUIREMENTS o ! 39,544 SF 20 t LOT AREA: o
30'x10' - - 19,484 SF 4,300 SF 4,300 SF 4,300 SF 4,.300 SF 9~F LOT .AREA: ~ LOT IMP. AREA. IMP. AREA: IMP. AREA: IMP, AREA. ~ ~ 45,029 SF * 24,E SIGN ESMT 4300 SF 4 300 SF 4 300 SF F 11 24 274 SF - 1 ` 78 ~ ~ i
tOT AREA: IMP. AREA LOT AREA: 4,300 Sf LOT AREA: LOT AREA: i i
17,862 SF 4,300 ~ SF 30 SF ~ 2Q,074 SF LOT AREA: 20,352 LOT AREA: 20,6 R30.00 R30 O 1 ~ LOT AREA: a 20,213 SF $ ~ 20>491 SF; m LOT AREA: N \ R25.00 LOT AREA: LOT AREA: LOT AREA:. N/F 1 R30.00 22,574 SF 27,635 SF EN SPACE 1 HIDDEN VALLEY !
30'x10' _ - ~ \ h 22,197 SF" " " " N 26,297 SF IMP. AREA: `R285:00 R25.00 LOT AREA: 22,296 SF ,081 S.F. ` h~ LOT AREA: INVESTMENT GR 25,235 SF~ LOT AREAS LOT AREAS LOT AREA;a ; i ti 43,735 SF Y1 De/PC: 026245
SIGN ESMT N/F 'a• 4,300 SF .R310.00 12 ,AILIE SPINEW / 335:00 \ 12 ,,ti 22157 SF~ ry 22 435 SFN ~ 22,713 SF~ 1 / PIN: 0685 " / ZONING R- ' NCDOT I ~
DB/PG 06390/1994 2 ~ PIN: 0665-63-0798 \ LOT AREA: ; 3s' q1 j ~ GAF COUR I i / STOP i
zoN1NC: R-3o > , SF \ i PAVEMENT 13 "
SINGLE FAMILY HOME \ ° 3 53,076 ~ ? 4 5 * ~ \ 3 \ 6 7 8 9 10 LOT AREA: a ` ii ~S. 255.0 30 033 SF
EASTWOOD SUBDIVISION R300.00 R310.00 R 85.00 ~ ~ ~ \ 2 R255 00', 14 15 16 17 1$ * R .00' R255.0 ' R23 .00 19
83' 83' 83' SS 83' 10s' 731' 2 ` \ ~ tar / ~ R230.00' i 10* R2 5.00' R2 .00' i s 83~ e3• ~ R205.00' i
0 z~ ~ 30* ~ T---- - - - - - {~Ij-k - - -50.9A'- - - - - ~ y, SOT AREA: a 63, \ p `~4.
~ ~ 1 ~ ~ I PUBLIC. 50' R W ,pp' ~ 22,041 SF ~Vt'fD' LT•'- \2 \ '5&00^- ~ j
o F xaE PROPOSED R335.00 R30. @ a3 fao 20_ 716 STOP PAVEMENT * 29* >a• PUBUC 50 R W ~ i i
~ ~ LL 51TE 1 0 ~ R25.00' EP EP a2' es V 29 ~ ~ ~ ~ # R 7.50 R 0. ~ 00 N~ V~1 ~ ~ LOT AREA: LOT AREA: ~ R33 .0 " 33' fiY 87 82~ 82' 746' 20. flo' ` \
KEVIN k MIgiELE COWER ~ ~ ry as,287 SF 4,374 SF 37 36 35 34* 33* 32* 31 • ` \ DB/PG 05745/0626 IMP. AREA: 28* EP-EP ~ LOT AREA: 27* 26* 25* 24* 23* \ 49,343 SF fE A 100-`~
.ESN: ~s5-s3-oso4 IMP. AREA: 7~ ~ oNIN : - o ~ 2,000 Sf h" 4 300 SF I 79 FL DP OT AREA: \ A IMA
Z G R 3 IMP. AREA: ~ ~ LOT AREA: SINGLE FAMILY MOME 200' ~ 4,300 SF s ~ 23,800 SF !3,800 SF i
STD. NC OT CDS ARE FOR TEMP. I LOT AREA' TURNAR ND. STOP VEMENT AT BU AND ~'A N N LOT AREA:. P H A S T Y V O t4s• 100' ~
5 0 ~ 21,388 SF LOT AREA: PROVIDE 8" ABC FOR FUTURE ROADBE . i L N 2f LOT AREA: ~ n 41,977 SF /F ~ ROUTE S ALE AROUN GRAVEL AS IS NECESSARY ~ 2 t• 25 439 SF h l !P
1NLMEEER E RAY ~ 17,040 SF 76 I 20.00 LOT AREA: ~ `t LOT AREA: .i-. .CREEK ~An• RSHED •t 2g 878 SF TO TA I M P E VI 0 U S AREA : HoR~MA~.~.ar • s t. ~ • .PRO N . • . oTN'~R'S
DB/PG: 04609/0123 IMP. AREA: EP-EP 23,195 SF ~ "LOT AREAo \ PIN: 0665-53-9326 4,300 SF ~ ~ LOT AREA: 24,413 SF~ ~ \ ~ n FUTURE BUFFER FR i
zoNwG R-3o ~ LOT AR I IMP. AREA: IMp, AREA: LOT AREA: i SINGLE FAMILY OME ' 32,069 SF LOT AREA: PROPOSED • ` 24,740 SF ~ 4,300 Sf 4,300 $F 23,481 SF IMP. AREA: 28 944 SF WELL SITE ~+i - 4.59 CRE 'EDGE OF BA K 1
5.00' 'a" IMP. AREA: m ~ IMP. AREA: ~ ~ • • t• LOT AREA: % ~ \ P OSED ~ ~ 25,439 SF LOT AREA: ~ ~ ~
RIGHT OF wAY LOT AREA: ~ LOT AREA: 75 ~ 4,300 SF IMP. AREA: 4,300 SF IMP. AREA LOT AREA. 4,500 54 690 SF DEDICATION 25,520 SF 20,034 SF 4,300 SF ~ V `-i t 44,738 SF % ti. L T AREA:
gyp. AREk 2a _ _ .4,300 SF IMP. AREA: ` 18~ 5.00' IMP. AREA: ~ _ - - 3,000 SF s5• ~ ~ ti 4 372 SF ~ I LOT AREA: ~ ~ ~ \
4,500 SF 74 4,300 ~ ~ - - . ` RESERVED ~ s, r - - ~•`r. 28,060 SF LOT AREA: OT AREA: , ~ti._ _ ~ ~ ~ 28,213 SF r,,'' i 4'• 28 389 SF *
DEDICATIO as' h3' OPEN SCE \ ~ ~ t
30.00' 73 - IR o oo' IMP. AREA: _ -•#~§;802 ~ AR 4,300 SF ` as '#7§,$02 $ ~ LOT AREA: ? i .i ~ 36,327 SF \ i
PERIMETER LOT EA: 00' 1• _ zre_ _ 28 679 SF / so' ~ • ~ . . ` _ • 6D, 30.00 . ____.l'--. YARD 90' ~ \ \s i
~ 'Jg. ~ LOT AREA. ~ _y IMP. AREA: R2O7.50 42 845 SF ~ ' ~5. i
4,500 SF ~ R230.00' ~ -.M._ _ ~ s5' T AREA: 82 ~ i t LG
50.00' z~ • ~ ~ • I ~ ~ 25145 SF
TREE/VEG ° : 63* ~ 282 STD. NCDOT CDS AREA I FOR TEMP. TURNAROUND PROT. ZONE n \ i MEN i P Eq i EF I ~ ~
20.00' STOP PAVEMENT AT BULB P LOT AREA: ~ LOT AREA: N/F EP-EP AND PROVIDE 8" ABC FOR ~ ~ Sf T i` 81 , R50.00 1
~ ~ 28,712 SF ~ 30,144 SF FUTURE ROADBED. ROUTE KATHERINE BU S IMP. AREA: IMP. AREA:. ~F. SWALE AROUND LOT AREA: I R37.50 ~ t,: % HASE TW0
e/PG 07120/ s 71 R250.00' - 39 LOT AREA. 1N: 0665- 2 4,500 SF LOT AREA: 4,300 SF 29,668 SF GRAVEL AS 48,926 SF - - - - ~ ~ NEIGHBORHOOD COMMON A A 5' ~ I .F ~ ~ .
ZONING: R- 0 276, 52,748 SF R275.00' N m ~ W~ iS NECESSARY NGLE FAMN.Y 8300:00' ~ ryyh LOT AREA:"' ~ lOT AREA:n LOT AREA... IMP. AREA: ~ OPEN SPACE WITH TRAILS 1 ! - . ~ ~ TOTAL 1I~PERVIOUS :A: ~ ~ ; ' ` ~ 44,672 S.F. ~ 1
IMP. AREA: OT AREA: ~ ~ 1 SF IMP. AREA: 4,300 SF 5~ i 5• ~ ~ . ? R25.OC>I'OT AR :.595o~CRES N I
4 500 SF \ 23,988 5F ~ 32,676 SF 31,477 SF ~ 29,75 4,300 Sf ' zoo' \ EA. LOT AREA: LOT AREA: LOT AREA: IMP. AREA: ~ ? ? ~ LOT AREA: ~ R35~680 S ; R37.00' ~ ' ~ 80 29,745 SFR25.0 ~ 20.00'
LOT AREA: 70 \ IMP. AR a 30,683 SF IMP. AREA: 32,309 SF 30,533 SF 4,300 SF 0.00 ~ ~ R25.00 -EP i N
° 31,138 SF ob 2~ ~ 4,300 SF N 4,300 SF IMP. AREA: ~ryo ~ IMP. AREA: IMP. AREA: 4,300 SF ..425.00' ~ ~ ~ J ' t ABLE VENTURES L Ii• ~ ~ ~ ~ ~ R30.00 • LOTS 61 WIL~L..HA ~ ~ ,00' ~ ! De/PC: o396s~oo2
IMP. AREA: * ~ 4,300 SF 4,300 Sf IMP. AREA: * / 1i A COMB. D IVEWA' ~ ~ 0:00' 1ok ~ ( PIN: 0665-92-676 ...!-r? ~ ~ ~ 15 . , ~ 51 i zoNING: R-zo
4.500 ~ 64 LOT AREA: ~ 4,300 SF 47 825.00' 34,981 SF ~ ~ ^ 10. t?~. \ 9 25.Oq'o6, i VACANT sq- E+" LOT AREA: i
835:00' IMP. AREA: \ 4 ~ ~ , . C 50 26,991 SF i ' i . - Ugi! v i
69 4500 SF 37a' R'' * eti ~ R37.5C
JOHN & l0T AREA: I ~ 43 44 45* ,i 0.00 ; STOP PAV sHaeY 27 548 SF ' ~ ~ ~ EP- STOP PAVEMENT . 1 ~ R 9a i % 62* ~1 a R400.00 i
DORFER 837.50' 7. 3a' 67• 7a5 ~ 's P. AREA: ~ ~ $2' e2' e2' s4• fa' i' DB/PG ~ a 850.00 ~ ~ ~ ~ 1 N 1 i 59* R425.0 ~ % ~ i LOT AREA. 57 o QOT AREA: t
5/os ,p~y~t 4, 00 SF _ 27 00' ~ _ ~ r1.: i , ~ ~ 23951 SF FfMA * ; ~ \ ~ 24,016 SF ~ ~ ' FLOODPLAIN
IN: 066 - G is 65* ~ - - - - - - - - - - - 1/''~ • 68 ~ ~ 250°00' ~ i % ~ j 61 l 297' t / . \ 204 ~ (APPRO~(fMATf}
ZONIN . p 4r \ ~ ~ • #2450.00'/ R- s ~j 225. ~ ` ~ a LOT AREAr ~ ! r
FAMI ~ ~ 55,903 SF 8400.00' i i~ LOT AREA: + i. ~ tOT ARfA: ~ i \ I LOT AREA: 53
23 18 SF 6 IMP. AREA• ~`7? "•--.__,__._._._.___._._.M.-!?, I - 2.00' As AL ~ 67 6 ? / 94,944 SF \ 1 m e'' 18,009 SF 56 ~ 24 472 Sf t
DENING AL N P. AREA: 'ti° 4,500 SF \ ? ' . ~ . - ~ , ~ _ % \3 ~ LOT AREA: " lOT AREA: ~ ! ~5' ~ 2sa'
NGIER ROAD 4, DO F ~ I,. OP£~I S ACE•" ; BIKE LANE o ~ ~ \ ~r1.• ".4;328 S.F. 44,380 SF ~ 1 ~ 30,967 SF ~ i ~ +
5.00' m .~tP~ 1I1...~, i i LOT ARf A: z~ 1 ~ 29,628 SF LOT AREA: ~ LOT AREA: 1 55 LOT AREA: 54
RIGHT OF WAY ELI?5~ ~ ' LOT AREA: RE ER . _ . - - T AREA: G LCD 55,708 SF ~ i ! 0 27,087 SF 30,581 SF ~ . I i +
DEDICATION LO 22 213 SF P~ ? 0 _ -ter ~ _ ~ 5.00' 28,447 SF ~ 5sr'tlt ? lg \ ; • ---j--~ -------t- ,-t-
IMP. AREA: IMP. AREA: pR RE RESERVED ~ I ~ ~ i + 145'- 328' I L t 142' 270' ~ 299 .
DEDICATION 25.00
30.00' ~ ^a~ ~ p1 ~ 25.00' 30.00' TREE/VEG , PROT. ZONE ~F
PERIMETER YARD PERT ETER YARD TREE/VEG N N~ N~ N F 50.00' N/F N~ PROT. ZON N/F N/f ANTHONY & L~YNDSEY HALL BRIGHID & GEORGE GUE]JTHER JACQUELINE E N/F N/F N/F N HOMESTTE SOLUTIONS JACQUELINE BROWN TIMOTHY do LOUISE FlSHER N/F N~ EDGAR & DEY91 CHRIST HER & N~ PG: 300 1446
JAMES M. ALEXANDER TREE/VEG DEBORAH P. RAY SEC. OF HUD DONNA'M. ZIEKLE JAMES F. WHITMARSH DB G: 10660 2089 DB/PG 08334/0411 DB/PG: 08656/2050 DB/PG: 06135/2369 DB/PG: 07682/0512 OB/PG: 0828E OB/PG: 08289/0357 DB/PG: 07808/0555 SEC OF HUD JOSE do AGUSTIN CABALLERO OJEDA_RECMlElS ~ GERMAIN SUSAN & ALBERT WIWAMS ~ / PIN: 0665-72-7539 N/F DB/PG: 11191/0994 DB/PG: 10394/1558 DB/PG: 09444/0795 PIN: 0665-92-1464 PIN: 0665-72-8568 DB/PG: 09799/0994 DB/PG: 09129/1486 ZONING: R-20
DB/PG: 09090/1.373 PROT. ZONE / DB,/PG: 11078/2119 PIN: 0665-72-1611 PIN: 0685-72-5569 PIN: 0665-72 PIN: 0665-62-0711 PIN: 0665-62-3575 P~; 0665-62-5518 PIN: 0665-62-6564 N~ PIN; 0665-fit-9610 ZONING R-20 ZONING R-20 ZONMIG: R• ZONING: R-20 ANN G. GREEK SINGLE FAMILY HOME SINGLE FAMILY HOME SINGLE FAMILY ZONNG: R-20 ZONING: R-20 LEMUEL & PIN: 0665-82-1538 PIN: 0685-82-2690 pIN: 0665-82-4538 PIN: 0665-82-6622 = PIN: 0665-82-9631 VACANT SINGLE FAMILY HOME SINGLE FAMILY HOME EBECCA DOWDY ZONING: R-20 ZE)NING: R-20 ZONING: R-20 ZONING: R-20 ZONING:
ZONING: R-30 ZONING: R-30 ZONING: R-20 ZONMG: R-20 SINGLE FAMILY HOME SINGLE FAMILY HOME SINGLE FAMILY HOME SINGLE FAMILY HOME B,/PG 10474/210 SINGLE FAMILY HOME B/PG: 07869/0712 SINGLE FAMILY HOME ANGLE FAMILY HOME SNGLE FAM9.Y HOME SINGLE FAMILY NOME SINGLE fAMI PIN: 0665-72-9550 FAIRVIEW SUED VISION
FAIR IEW SUBDIVISION N: 0665-62-8510 Z~IING: R-20 20NING: R-20 SINGLE FAMILY HOME
SI FAMILY HOME OCT2g
~4~~
DENR • WA'~R
DEVELOPER SHEET NUMBER :LOPER CIVIL ENGINEER SHEET NAME
PROJECT INFORMATION PROJECT NAME REVISIONS
DRAWWNG SGALE
N0. DATE DESCRIPTION 1"=100'
PROJECT MANAGER: RJB
w~>tr.~r >t ~n
I rnASti ka U
_ DRAWN BY: ~f HAMPTON PARK SUBDIVISION PLAN CON5ULTiNG
APPROVED BY: WB
PROJECT FILE: ~~1017 12620 PORT CHESTER HESTER COURT 2805 Tobermory Lane • FOR DATE FINAL DRAWING Raleigh, NC 27606
(CLUSTER SUBDIVISION) RALEIGH, N.C. 27, N.C. 27614 Phone No. [phone] 10-17-05 REVIEW PURPOSES ONLY
19-291-5517 1 1 11
WAKE COUNTY PIN 0665-73-5342 PHONE: [phone]

FLOOD HAZARD STUDY NOTES WATER AND SEWER UTLITY SERVICE NOTES GRAPHIC SCALE
I. zoo ~ ~o zno .200 4Do
1. AWAKE COUNTY FLOOD STUDY IS REQUIRED TO BE PREPARED FOR THE STREAMS OR DRAINAGEWAYS LISTED BELOW. UPON ITS SUBMISSION 1. DOMESTIC WATER SHALL BE SERVED BY A COMMUNITY WELL SYSTEM. IT WILL BE CHECKED FOR COMPLETENESS. IF COMPLETE, THE REVIEW PROGESS WILL BEGIN. THE 2. SANITARY SEWER SYSTEMS SHALL BE PROVIDED BY INDIVIDUAL SEPTIC TANKS Lf TO WAKE COUNTY ENVIRONMENTAL SERVICES, fIC TANKS LOCATED ON EACH LOT. THE
LENGTH OF THE REVIEW WILL NOT NORMALLY EXCEED THIRTY (30) CALENDAR DAYS PER SUBMISSION. TFIE FLOOD STUDY WILL BE APPROVED BY SEP11C SYSTEM SHALL BE APPROVED ON A LOT BY LOT BASIS FOR LOTS UNDER 3~ ITS UNDER 30,000 G.S.F.
WAKE COUNTY WHEN ALL APPLICABLE REGULATIONS ARE MET. CONSTRUCTION PLANS AND WAKE COUNT`f FLOOD STUDIES MAY BE REVIEWED 3. ALL WATER LINES IN RIGHT OF WAYS AND EASEMENTS SHALL BE 6" PVC. ' PVC. (Mr's')
CONCURRENTLY, UPON YOUR REQUEST. A REVIEW FEE WILL BE CHARGED FOR ALL STUDIES. 4. ROUTING OF THE SEWER EASEMENTS, IN GENERAL, IS OUTSIDE THE RIPARIAN BUI RIPARIAN BUFFER AND ALONG THE
3 CROSSINGS: STREET A, STREET B, STREET C ALIGNMENTS SHOWN. VARIATIONS IN THIS ALIGNMENT BASED ON FINAL CONSTRUCT . CONSTRUCTION DRAWING APPROVAL ARE i inch = loD f~
2 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE WAKE COUNTY SEDIMENTATION AND EROSION CONTROL ORDINANCES ACCEPTABLE.
AND FLOOD HAZARD REGULATIONS.
3. BEFORE ACQUIRING A BUILDLING PERMIT FOR LOTS ADJACENT TO A FLOOD PLAIN, THE BUILDER MAY NEED TO OBTAIN A FLOOD HAZARD PERMIT FROM COUNTY ZONING .ADMINISTRATION, THE BUILDERS ENGINEER, ARCHITECT, OR SURVEYOR MUST CERTIFY ON .ANY .PERMIT THAT .ALL ROADWAY, NOTES
FLOOD HAZARD REQUIREMENTS ARE MET.
4. THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR 1. ALIGNMENT OF STREET C IS SET TO USE AN ALREADY-EXISTING IMPACT TO THE 'ACT TO THE STREAM.
FEDERAL EMERGENCY MANAGEMENT AGENCY ZONE5 UNTIL A FLOOD STUDY IS APPROVED BY WAKE COUN1fY OR FEMA.
TRAIL NOTES
~ OF FUQUAY VARINA'S MASTER PLAN, IS
1. THE ALIGNMENT OF HORSEMAN CREEK TRAIL, WHICH IS ON THE TOWN OF FUQUA SHOWN SCHEMATICALLY ON THIS PLAN. AT THE TIME OF RECORDABLE PLAT, THE , PLAT, THE ALIGNMENT OF THE TRAIL WILL BE
PROTECTED BY A CONSERVATION GREENWAY EASEMENT.
* INDICATES A LOT WITH A PORTION OF PROPERTY IN A FLOOD HAZARD SOIL.
~ 1 ll I \ I ~
I i 1 ~ ~1 I \
I /I r ~ 1 1
I ~ \ 1 WOODSPOINT SUBDIVISION 1 I ~ / ~ ~ , I
/ ~ / I N/F / / N~ ( N/F LARRY SHERftON HEIRS
JUUANNA A. SPINEw ` IC UHLER d< BRENDA KING( r WAKE CO. t 34 1515 I DB/PG: 928?$/0-E- PIN: 0665-84-9485 W
DB/PG: 07554/0930 DB/PG, 1 1 / / i FLOOD HAZARD N/ PIN: 0665-63-2904 PIN: 0665-63-5934 i f I IDA B. 5 N/F ZONING: R-30
ZONING: R-30 f ZONING: R-3o / / SOILS (GIS) ANGLE FAMILY HOME SINGLE FAMILY HOME/ I PIN: 0665- 1 1 I i I ' 1 \ \ ~ \ \ ~ ZONING: PIN:A0665S 74-a~3r~ WAKE CO. FLOOD vncANr SO ZONING: R-3o HAZARD SOILS (GIST
/ 1 I I ~ \ \ \ \ ' ~ \ \ \ \ ~ ~ MANUFACNI / I I \ \ _ ' MANUFACTURED PRIES / ~ I I
\ - \ \ / / / f I I \ ` ~ •y \ ~ \ ~ it ~ / / ! 111 'ill I I I I V I I I I I ~ 1 11 v ~ ICI l I I I 1~ i i~ i1 11 I ~ ~ J1 II I I l I. ; / I , I IIII ~~II I. , ,1 1 1 1 / IIII
/ / I ~ I I I 1 ~ ~ \ ~ \ ~ / i I Ill I ICI I I / / I I ~ 1 1 I I 1; 1 l ~ 1 ~ II I II ; I 1 t I ; i ~ ~ 1 1 / I I I I 1 1 I i, I ~ i/ I r I I I I i
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1/ / / f ~ ~ I I ~ \ \ 1 / 1 I I ` ~ ti \ ~ \ ~ - I 1 ~ ~ ~ \ ~ / ,~J~ Ilr~l/ I \ ~ \ i/ / I ~ \ ~ ~ 1~ 1 ~ ~ ~ l J/ r it IIr
y, ~ l , / ~ I ~ I , I I ~ v `v ~ \ I 1 \ ~ 1 / \ l ~ 1 / ~ / ~ N ~ t \ ~ \ I , ~ 1~ \ \ \ / i / ll II111 i / ~ \ \ ' I I I / j HIDDEN YALLEY
l/ I l 1 f ! I I \ J / / / PRO Y SUIT 1 ~ \ 1 \ \ \ \ \ ~ 1 \ \ ~ \ i\ 1 \ \ ~ 1 / r 1 r I INYES1MENr GR / ~ \ \ \ N ~ I I I ~ ~ / ~ 1 oe/PC• 8?625
/ I I 1 II 1 ` \ ~ ~ N / / ~ 1 \ 1 ~ \ ~ ~ \ / r .4 ~ I ~ ~ SOI \ JuuE S~NEw / / / / r 1 I I r r 1 ~ 1 ~ ~ ~ \ . A \ I ~ l ; \ 1 AlL1f` SlA ES ~ / ~ ~ ~ II , ~ i PROVISION Y~SUIT ; I I I 1 \ I T118LE / / / ~ . oss5-~a-1 v I / J ~ ~ ~ ~ 1 ~ 1 / / ~ ~ I ~ONING: R-
DB/PG: 06390/1994 I I f / 1 ~ \ PIN: 0665-63-0796 / ~ 1 / 1 1 1 / 1 ~ \ ~ _ ~ SOIL = O<4 \ 1 1 1 ~ I I i l ti t 1 u = 0.4 l/ l l l i/ N GOLF COUR 1 1 i t I I I 1 i / I 11) 1 / ~ / / /
/ l j / l 1 ' / ~ 1 ~ ~ \ ' ZONING: R-30 / ~ / , \ / ~ / SINGLE FAMILY HOME ~ 1 ~ 1 7 ~ ~ / j ~ \
i/ ! I i l r I 1 ~ / , ~ ~ \ 1 1 \ I ~ I I ~ ; , 1. ~ / / / /
EASTWOOD SUBDMSION i r ~ J r I l / , / ~ ` ~ ~ ~ ~ ' I ~ ~ / 1 1 1 l ~ ~ / r~
/ / / / i / / / 1 1\ \ \ / I I I \ -
~~re~ ~ / / / BROAD A / / ~ ~ ~ \
sxac rNar xa~ UBLIC. R W ~ ; \ \
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BUIL GS ! I l l I y1T~'~ / r \ - I l ~ i I ~ C . \ \ N/F TO RAZE. 1 I 1 / / ~ / l I ~ ~ ~ . ~ ~ ~ / - I I- ~ ~ / r k
/ I I ~ / / ~ ? 1 ~ ~ - KENN do MICHELE COLLIER ~ / / / f ~ DB 05745 0626 / ~ 1 / / ~ , / ~ ~ ~ 1NG ~ ~ ~ I III , ~ • ~ ~ ! r. i
/ OVI ALLY SUITABLE r 1 / / ? i r _ 4 I l l ~ , I TREFf PIN: 0665-63 050 1 ~ l ~ / i/ ~ ~ ~ / 1 f I ZONING: R / / T = O.4 I I / / / 1 ~ 1, ~ / "J ~ ~ ~ / ~ \ ~ FE 100 I _ ~ ~ r ~ ~ / I \ , l - ~ I ~ I I ~ ~ FL D I \
SINGLE FAMU.Y H I I ~ l ! ~ / i/ I t ! I \ / _ / ? I 1 I / / / ~ ~ 1 / ~ I I r 1 ~ , .
ll ~ / / ~ l 1 ~ ~ ~ 1 T
i / \ . / , ~ ~ \ \ \ . ~ ~ ~ ~ 100 / ~
YBLMBER E. ROBY ~ ~ I I / / / I / \ . / ~ \ ~ ~ DB/PG: 04609/0123 ~ / I ~ l ~ / l l I 1 _ _ _ ~ ~ ~ i ~ \ ~ ~ ~ - i ~ ! ~ / i AIL \ 1 cP
PIN: 0665-53-8326 EXI I / l / ~ I / I I ~ \ ~i ~ ~ I I Y ~ ~ ~ • a RS ? I ROTE ON , / / . ~ OTNE ~Y ~ ~ ~ ~ ! '"'l RE \ I ~ ' F FROM ~
zON84c R f BUIt.DI I ! / / / ! / SINGLE FAMILY OME / TO BE REM VED / I I l ~ ~ l ~ I I ~ ~ ~ i / i ~ \ \ \ ? ~ \ BANK \ ~ i
/ / ! I I ! to ! / ~ ~ ~ / l ~ ~ r . 1 - y I ,
/ I / ~ ~ / ` / \ ~ I f ~ % ~ r : - ~ 1 ~ I FLOOD
I EXISTIN n / i ~ . ~ ~ ~ / i , ~ / _ ~E ~ ~ • I SOILS 1S
/ ~ ~ I ~ . f _ _ ~ - .r-
, / / I I ; I -
f / I ' EXISTING / / ~ j ~ \ . _~~c.~
FARM BUILDMIG ~ ~ ? _ I P ZONALLY SUITABL TO ~ Rp~pyEp / P 1 ~ _ FT - ~ 1 \ J / ~ , / / ~
I COEFFICIENT = 0.4 ~ I , \ ~ ~
! I I ' I I ' / r ~ PROVISIONALLY TABU ~ / ~ I ~ ~ ~ ASE I i ~ / ~ \ \ \ _ ~ I ~ >
KATHRE~RIN~ETBU r I I ' I I ~ ' P ~ I \ SOIL T = .3 ~ I Ill \ ~ / \ 1
8/PG: 07120/ I I I 4 I I J I ~ IN: 0665-53- 1 I ~ I ~ ~ ` I
ZOtONG: R- I I Q I ~ I \ I l I Q I I I NGLE FAMILY E 1 ~ i O, I I ! I ~ I I I I ,L \
II ~ \ 1 I I ~ I I I ~ r 1 ~ I ? ' " LREA$Y-EXISTIN T ~ ~ ~ ~ \
f / I J I I I I ! / ~ ~ 1 I ~ I I I / I l V / ~ ~ ! ~
I I ~ ~ / I I I I / / I ~ r ~ 1 \ 1 / \ \ \ i ~ 1
I i I I I I I i \ ~ / ~ ~ I l ~ - ~ I I / ~ ; / I I ~ ~ , / ~ / ~ ~ ~ ~ J ~ ~ 1 I NrF I / / 1 I / ~ \ \ I I I 1 ABLE VENTl1RES
~ ~ I I I I ~ r / ~ , / ~ fit ~ ~ \ \ \ \ / DB/PG: 03986/0 2 i / / Y ~ ~ ~ I I r / \ ~ 1 ~ / ` \ \ I I I ~ PIN: 0665-92-6 6 ~ I _ ~ I.
f I I I I \ / i / I , / G , ~ i t I I • \T i / i r / ~ \ \ ~ I I i ZONING: R- i' / - \ ~ \ ~ 1
~ / I I I I I r ~ / i , ~ ,1~/ / / I I I i f / / / ~ ~ i• 1 I ~ ~ , / I \ i /
I i i N/F / I I~ i , ~ / / / i / ~ ,i ~ i ~ ` UBU v I r 1 i 1 / ~ ~ \ , I I I I I I
N & / ~ I ~ I I I i ~i / / ii / / I , ~ . Y I ~ i- / ~ i T~IG ' ? ~ i ~ i ~ I I } III I \ i I , ~ ~ / - ° I III I ri11 \ I ~ i / ~ I III v
DO R / i I I I / ~ ~ j -f f 1 I I I I ` ~ / ~ / OB/PG: I I I I I I ~ ~ ~ _ _ i ~ - / ~ ~ o I I IIII ~J ~ \ , o ~ ~ ~ i • ~ /
85/06 ~ I I ` ~ / f / / 1 I I I / 1 ~ _ i ~ i i / ,348 / / ~ ~ ~ m I ~ I r FEMA ~ t ~ LAIN
- ~ C ; ~ / / ~ I / i r ~-t~ / 1 J ~ FLOODP , ` 1 ~ i ' I I I ( r ~ I APPROXIMA
SING I I \ \ 1 ~ I I , ~ , y / i ~ ~ ~ ~ rill ~ ~ 1 _ ~ ~ ,1 i , / I I I I i ~ / \ ~ i I I 1 ~ III ~ ~
~ ~ , I , ~
2.Q0 AS ~ I I I I I I 1 ? ~ ~ ' . - i - ~ ivy _ ,r / ~ I I I I I I 1 l ~
DENING \ \ ~i I I I I I I I I I ~ 1 \ ~ ~ r. _ _ i/ ~/i!
N(31ER ROA \ i I I I I f \ r' /j i I ~ I I 1 ~ ~ ~ - I BIKE LAN I I I 1 %
I \ EXI TI 0 I I ~ _ _.i I ~ \ / ~ I I I ~ \ / \
I ~ U ITRffESI ( I I I I \ 6 / I 1 R % j I \ /
I - ~ - I ~ ~ \ ~ gE~FT~ Q3 ~ ~ ALLY TABLE \ \ ' ~ i - 0 Y SIN ti ~ ~ . -
\ ~ 1 L q T= 3 T I „
II \ I VI ~ ~ _ ~ 1, - _ - - I f ~ 't - - ll I~r r 1 ;
~ • I I I I CO FLO00 ~ ' \ CO~L.OOD ~ it \ I I I I ~ a,~ % \ \ ~ 1 ~ ~ I I Illllr ~ 1
h 1 I I ~ H f fil ~ H~ AZQ D SQILS~GI N ~ N ~ ~ ~ I N ~ N 1 ~ ~ II N - ~ 1 ~ \ AN1H Y & DSEY ALL \ BRIGHID & GUEN R JACQGELINE NN . N ~ 1 I r Irrrrlrl 1; rl I ' I • ~ 11MOTHY k ISE FlSHER Nn' ~ N~ N I N~ M ~ r~l I III h) TI~S~ /
~ DEBORAH P. Y 1 DONNA M. ~ ~ _ JAIES'F: ! ~ •N 11MOTI I JAMES M. ALEXANDER \ C• 1~ _ ~ I - - ~ \ ~ / D 07682 2~ / DB 0357 I 1 \ DB/PG: 10660 2089 110 19 \ 334/0411 _ _ pg~ 0~/~i0 I ~ DB • 08135/2369 ~ ~ \ / ) D8, II DB/PG: 09090/1373 ~ \ PIN:. 0665-6 3575 ~/P j8/~ Prk 0665-62-6564 0865•-62-9610 ~ ' RAN. Ofi 72-~6 t ~ ~ N; 0665-72-5569 \ P81' 0665- -7539 PIN EDGAR DEYSI CHRISTOPHER & I I ' /0357 1 DB ..608 0555 LtOF HUD ~ J0~ do AGU CABA \ SUS & ALBERT YB I r 1 I / : / 1 /PG / _ O~DA~RECINOS CHRISTINA GERMAIN ~mI r / ~ I
PINt 4669-64-5318 N \ ZONING• - ONMIG: R-20 II PIN: 0665-62-0711 \ 1 _ I ING~20 .~-R~ZO ~ ZONNNG: R 30 R~20 ZONNG: R~20-- R-20 I ' ggQQNN ~ \ PIN: 5-72-6568 ~ 11'HLt 0994 ~ DB/PG: /1558 \ \ DB G: 09 7 5' I I I I 0 5- - 4fi4 ~ ~ PIN: 82- 6 DB/PG 9799/0994 DB/PG: 09129/1486 III III II 'R-20 LEMUEL 0685-8538 290 li I I Z N R 0 ILY HOME / Z NG R-20 EBECCA DOWDY ZBIgNG: R-20~ ZONRG: R-2fY PIN: 5-82-4538 PIN: 0665-$2-8822 I \ PIN: 5- 2- 6 1 1 I I I ~AC
I ZONING: R-30 \ 1 I SINGLE'•F.~MILY PIOME SIN 1 AMILY SI GlE F Y HOME ~N II SINGLE FAMILY HOME I \ SINGLE FAMILY HOME ` NEE Y HOPE ~ 10474/21 SMf,LE FAMLY' ~ \ \ \ ~ ~ ~ SIN FAMILY H Z ING: 2 I I I ING: R-20 ZONMG: R-20 \ ~ IIII III I B :07869/0712 SNIGLE ILY HOM~' SINGLE FAMILY HOME 1 NGLE AMiIx H I I I r r / ~ _ ~ GlE FAMILY HOME ~,-31NGL~fAfACy-H(>~IE ~ \ ~ { I I I I i I I I I i I I I V I I I
I \ t 0865-62-8510 ~ ~ ~ ~ ~ \ ~ / I , ¢ I \ \ ~ t 1 1 FA SUBDIVISION _ ~ ~ / ~ \ \ \ \ , I b 1 1 1 1 1 _ \ \ ~ \ ~ ~ ~ P tP~1~1G: R2io~' FAIRVIEW S ON 11
I \ 1 \ FALLY HONE ~ (tj 1 1 1 1 ~ a SINGLE FAMILY HOME
I
CIVIL ENGINEER SHEET NAME SHEET NUMBER
E T INFORMATION PROJECT NAB DEVELOPER REVISIONS C
DRAWING SCALE
N0. DATE DESCRIPTION 1"=100'
PROJECT MANAGER: RJB ~ ~ ~ ~ ~ ~ ~
DRAM BY- AJF HAMPTON PARK SUBDIVISION PLAN COL.000 NSU T'NG SOILS, VEGETATION uumz
~''~°B` 12620 PORT CHESTER COUR PROJECT FILE. BASE20051017 (CLUSTER SUBDIVISION) RALEIGH, N.C. 27614 3 COURT 2805 ToDermory Lane AND STRUCTURES Rele3QG, NC 27608 WITH PROP. ROADS DATE FINAL DRAWING -FOR
1614 Phone No. (e19) e18-0180 10-17-05 REVIEW PURPOSES ONLY
WAKE COUNTY PIN 0665-73-5342 PHONE: [phone] PHASE

SEPTIC AND REPAIR AREAS FOR LOTS
FLQOD HAZARDS DY NOTES WATER AND SEWER UTLITY SERVICE NOTES GRAPHIC SCALE
1. AWAKE COUNTY FL000 STUDY IS REQUIRED TO BE PREPARED FOR THE STREAMS OR DRAINAGEWAYS LISTED BELOW. UPON ITS SUBMISSION 1. DOMESTIC WATER SHALL BE SERVED BY A COMMUNITY WELL SYSTEM.. . SYSTEM. SOIL TYPE NUMBER OF BEDROOMS too o so tao 200 400
TO WAKE COUNTY ENVIRONMENTAL SERVICES, IT WILL BE CHECKED FOR COMPLETENESS. IF COMPLETE, THE REVIEW PROCESS WILL BEGIN. THE 2. SANITARY SEWER SYSTEMS SHALL BE PROVIDED BY INDIVIDUAL SEPTIC 1 JAL SEPTIC TANKS LOCATED ON EACH LOT. THE COEFFICIENTS 3 4
LENGTH OF THE REVIEW WILL NOT NORMALLY EXCEED THIRTY (30) CALENDAR DAYS PER SUBMISSION. TFIE FLOOD STUDY WILL SE APPROVED BY SEPTIC SYSTEM SHALL BE APPROVED ON A LOT BY LOT BASIS FOR LOTS I i FOR LOT5 UNDER 30,000 G.S.F. 0.3 9,000 S.F. 12,000 S.F.
WAKE COUNTY WHEN ALL APPLICABLE REGULATIONS ARE MET. CONSTRUCTION PLANS AND WAKE COUNTY FLOOD STUDIES MAY BE REVIEWED 3. ALL WATER LINES IN RIGHT OF WAYS AND EASEMENTS SHALL BE 6" PVI LL BE 6" PVC. D.4 6,750 S.F. 9,000 S.F. (INF'O')
CONCURRENTLY, UPON YOUR REQUEST. A REVIEW FEE WILL BE CHARGED FOR ALL STUDIES. 4. ROUTING OF THE SEWER EASEMENTS, IN GENERAL, IS OUTSIDE THE RIPA IDE THE RIPARIAN BUFFER AND ALONG THE G APPROVAL ARE NOTE THAT THESE VALUES ARE THE MINIMUM WE i inch = 100 fi ON FINAL CONSTRUCTION DRAWIN
2 CROSSINGS: STREET A, STREET B ALIGNMENTS SHAWN. VARIATIONS IN THIS ALIGNMENT BASED ON FINAL CO 2 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE WAKE COUNTY SEDIMENTAT10N AND EROSION CONTROL ORDINANCES ACCEPTABLE. HAVE PROVIDED ON THE .LOTS AND THE VALUE
AND FLOOD HAZARD REGULATIONS. iS THE TOTAL FOR BOTH SEPTIC AND REPAIR AREAS ,
3. BEFORE ACQUIRING A BUILDLING PERMIT FOR LOTS ADJACENT TO A FL000 PLAIN, THE BUILDER MAY NEED TO OBTAIN A FLOOD HAZARD
PERMIT FROM COUNTY ZONING ADMINISTRATION.. THE BUILDERS ENGINEER, .ARCHITECT, OR SURVEYOR MUST CERTIFY ON ANY PERMIT THAT .ALL
FLOOD HAZARD REQUIREMENTS ARE MET.
4. THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR
FEDERAL EMERGENCY MANAGEMENT AGENCY .ZONES UN11L A FLOOD STUDY IS APPROVED BY WAKE COUN1fY OR FEMA.
* INDICATES A LOT WITH A PORTION OF PROPERTY 1N A FLOOD HAZARD SOIL.
WOODSPOINT SUBDIVISION
N/F N~ LARRY SHERRON HEIRS DB/PG: 02828/0-E-
,AIIJANNA A. SPINEW ERIC UHLER do BRENDA KING DB/PG 07554/D930 DB/PG: 11134/1515 PIN: 0665-84-9465 N/F ZONING: R-30
PIN: 0665-63-2904 PM: 0665-63-5934 25.00' ZON9JG: R-30 ZONING: R-30 30.00' JDA 8. SHERRON 30.00' 25.00' VACANT PM: 0665-74-4363 PERIMETER TREE/VEG 2" BLOW-OFF
SINGLE FAMILY HOME SINGLE FAM~Y HIE TREE/VEG PERIMETER 2" BLOW-OFF ZcxalNC: R-30 YARD PROT. ZONE 5 MANUFACTURED HOMES
YARD PROT. ZONE 5 FROM PROP. i
_ Q 1 I
n - _ _ - - ~ - ~ 7110 ~ F • - ' iS~il'C: BDR - LP SEPTIC: \ ~ ~ 1 9003 SF I
30'x10' _ _ _ C: 9J' SEPnC: 4 BDR. SEPI SEPTIC: 3 B R. 20 ~
SEPTIC. SEPn SEPTIC: SEPTIC: SEPnC: SEPTIC: F1i ~ 11540 617 SIGN ESMT 111 8 7323 SF 8937 SF 9042 SF .91.48 SF 9253 SF 9341 SF `~2 ~ 6817 SF ~ 78 ' i
3 BDR. SEPTIC: ~ ~ A A / sEPnc: SEPTIC: SEPTIC: SEPTIC: sEPTIC: SEPTIC: ~ N/F 10539 SF .0644 SF 10750 10856 10962 SF 10215
i ~ 7328 SF SEPTIC: 8x6 TEE 1 / ~ 3 BDR. x6" TEE SEPTIC: EN E ~ HIDDEN VALLEY .
X30 x10 _ _ 3 BDR. 9180 SF , & VAL 8 x~v VAL 3 BDR. 8425 SF 16' ' TE SEPTIC: INVESTMENT GR ,081 i 1 9209 ~ ~ DB/PG: 02825/ ~ i~ 21
SIGN ESMT N/F & V ~ 10127 SF 12 ,N1LIE SPINEW 12 j / PIN; 0665-? ' XCD07 ~ ~ ZONING: R ? ~ a i 4 BDR coLF c
DB/PC: os39o/1664 2 3 BOR. , ~ PIN: 0685-63-0798 ~ f 4 BDR. 4 BDR. 4 BDR. 4 BDR. 4 BDR. ~T ~ ~ `4 R. 4 BD 4 BDR. 3 BDR. ESMr i '
-3D ZONING R ~ \ NJY:31& \ SINGLE FAMILY HOME 3 ^ ~ n ^ ~ C \ . ~BDR. i t ~ ' • 13 I Y 4 BDR. 4 BDR. 4 BDR. 4 BDR. 4 BDR.. T\ i it I r .m
HESS ~ 4 'I `I \ 5 6 7 8 9 1 ~I o* ~L PA1H _._~I _._~I \ EASTWOOD SUBDIVISION _J 1 I \ ^ ~ \ SEPITC: ~ ~ \ 9100 SF
x6 TEE 1 ~ R1 .0 ~ ~ VALVES 1 ~ 18~ 19 \
O 30 ' ~
~ - - - L ~ ROAD A \ BDR. \ ~ LP SEPTIC: ~ - - - ~ 9859 SF
~~•Q` r xac % PUBLIC. 50' R W ~ ~ ~tzTO o ~ - - ~ ~ BDR. ~ ROAD B ~ ;
~ PE~bPOSED do \ , . ~ WELL SITE #1 , ~ SEPTIC. 29 ~ ~ ~ ES~Ir > 6972 SF l,.- 29 PUBLIC 50 R W \
N~ ~ ~ (j LOT AREA: SEPnC 4 BD . 3 BDR. L 'Y g gw~ SHARED DRI4EWAY/ j' 3 BOR. ~ \ \ ACCESS PA1H
xEwN a MICHELE COWER V 46,287 SF 37 36 35 34* * * ~ Q ~ ~ : ? sF ~ 33 s5sa ~ ~ ~ 32 31 ~ DB/PG:05745/0626 7 V V sEPnC: ~ V \ V~ V 27 26 * * * _ ~ ~ ~ 25 24 23 FE ~ 00
PIN: oss5-s3-oso4 7463 5F V V ~ U za41NG: R-30 ~ 3 BDR. 4 BDR. , 3 BDR. 3 BDR. I3 BDR. 3 BDR. 3 BDR. \ ~ 3 BDR. V U ~ 7~ FL L
L L_._ SEPTIC: 1 SINGLE FAMILY HOME J \ ' 8042 SF r , PT1C: ~ 3 BDR. ~ A IMA 3 BOR. 3 BDR. 3 BDR. 3 BDR 3 BDR 42 SF
3BD. ; `
I ~ . ~ ~r N~ sEPnc: SEP c. sEPnc: sEPnc: SEPnc: ! 100' SEPTIC: RSHED ~
WILMBER E. ROBY 6854 SF 6 6786 SF 6991 8882 SF } • ~ ` DB/PG: 04609/0123 ~ 8'~8 ~ ~ ~ ~Pn~ OPTIC: 6973 SF SEPTIC: ~ 7 . ~ \ ~ PR N
PIN: 0665-53-9326 R1 ~~.0~ 1 ~ $22~ ZONING R-3D $EPi1C: I SEPn~ 8220 SF SEPTIC: SEP11C: SEPTIC: 253 ~ \ R100.00 BUFFE FR 7982 SF 7364 SF 7830 SF ~ 'EDGE 0 BA
PROPOSED• SINGLE FAM0.Y HOME 9401 ~ 3 ~ 8282 SF 910 ~ ACCESS ~ `'1 ~ ACCESS I
m PA7H WELL SITE ~3 SEPnC: SEPTIC: r ~ 6 6 lEE LOT AREA: 7096 SF 75 O do VALVE ~ 54 690 SF ~i . ti,..•''`~ \ r ~ ~ Pam P OSED / \ LL SITE ~5
10470 SF 4 BDR. ~ _ _ . ~ ~i • ~
r - 74 n _ i -.M._._. - ti•~ I ,,i .
~ ?ti LP SEPTIC: .
4 BDR. _ _ 9p77 g ~ " ~ . ~ . 30.00' ~3 ~ 6•x11' ~ ~ _ . • ~ f•w'. 40425 SF / \ ?
PERIMETER SEPnC: 3 & VALVE'S S'F' S.F. i ~ LP SEPTIC ~ ~ .
13037 SF \ ' / ~ • . - - YARD ~Y _ • 13710 SF • ~ ~ i
4 BD . ~ 4 R. - - " . • 4 BDR. '
38 _ 50.00' ~ - ~ LP SEPTIC: ~ $2 ~ i
TREE/VEG ~ ~ 8 ~ 11616 . oxi~ ~ mpg ~ 2 ow- 49
PROT. ZON 3 BDR. ~ p ' ~ i 4 P ~ PSE~~ B 5' FROM E `
N~ sEPnc: 1 436 SF 4 BD V RaaERx & 3 3 BD . j A E NCOOi tIEADwALL E • 4 BD T / ~ ~ sm. 878, $1 ?
KATHERINE BU $EP'~C: B/PC: 07120/ s 71 O 39 SEPnC: 13798 SF - --..w - ~ rtv:~s.oo ~ \
INZON6G~R 2 ~ O 1 ~ 9586 SF ~ ' r ~ ~ N I C MON AREA ~ E GHBORHOOD OM
GLE FAMILY Q $EPnC: SEPTIC: O 6972 SF n ' OPEN SPACE 1MTH TRAILS 4 BDR. . ~ 44,672 S.F.
~ 9597 SF ' ~ LP SEPnC: 50 ' L_ r <
4 BD . ~ 4 BDR. I SEPTIC. SEPn~ ~ ~ SEPTIC: ~ 9683 SF !
O 9281 SF 9108 SF 48* SEPTIC: i` '"r ' 4 9287 SF \ 80 r
SEPn~ SEPTIC: ~ , 15651 SF 3 BDR. SEPTIC: SEPTIC: SEPTIC: 3 BDR. ~ 3 BDR. 9312 SF 11538 SF 12545 4 BDR. i i E~Ii ~ " ABLE VENTURES L / p BDR ! DB/FG: 0.3986/002
64~ 13679 13459 r'' l l.. / _ ` j PIN: D665-92-67 i S1 i ZONING: R-20
\I/ SEPnC: _ 3 BDR. G 3 BDR. 3 BDR. Q ~ \ C SEPTIC: VACANT
6959 SF ~ ~ 4 BDR. 4 BDR. P' 4 BDR. ~ 69 - ~ 0 o~~wAr! i ~ - _ RO 0 R W 6145 SF ~ C5 ' EASO~xr ~ i / \ ' U i
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i 25.00 30.00'
.0 ' ~ 25.00 30 0 ~ 30.00 PERIMETER YARD 50.00' PERT ETER YARD TREE/VEG TREE/VEG PROPERTY _ PROT. ZONE BUFFER T~F
N~ N/F N~ PROT. ZON N/F N/F N/F N/E N/F N~ N~ N~ N/F HOMESITE SOLUTIONS COR . JACQUELINE BROWN 11MOTHY dt LOUISE FlSHER N/F N~ N/F
JAMES M. ALEXANDER TREE/VEG DEBORAH P. RAY SEG of HUD DONNA M. ZIEKLE JAMES F. WHIIMARSH ANTHONY +'s LYNDSEY HALL BRIGHID & GEORGE GUENTHER JACQUEllNE BROW R T ONE DB/PG: 10660/2089 G: 11078 2119 DB/PG: 08334/0411 DB/PG: 08656/2050 DB/PG: 08135/2369 DB/PG: 07682/0512 DB/PG: 08289/03 DB/PG: 09090/1373 P D . Z DB/P / PIN: 0665-72-1811 PIN: 0665-72-5569 PIN: 0665-72-75; DB G: 08289 0357 SEC OF HUD JDSE d< AGUSIIN CABALLERO EDGAR & DEYSII CHRISTOPHER & ~ / DB/PG: 07808/0555 OJEDA-RECINOS CHRISiiNA GERMAIN SUSAN & ALBERT WILLIAMS 06/PG: 08300/1446 PIN: 0665-72-7539 N/F DB/PG: 11191/0994 D8/PG: 10394/1558 DB/PG: 09444/0795 PIN: 0665-92-1464
PIN: 0665-62-0711 PIN: 0665-62-3575 pIN: 0665-62-5518 PIN: 0665-62-6564 N~ PIN: 0665-62-9610 ZONING: R-20 Z~IING R-20 ZONtiG: R-20 ZONING: R-30 ZONING: R-30 ZON94G: R-20 ZON91G: R-20 ANN G. ~ ZONING: R-20 ZONl1G: R-20 PIN: 0865-72-8568 ~M~ ~ pIN: 0665-82-1538 PIN: 0665-62-2690 DB/PG: 09799/0994 DB/PG: 09129/1486 ZONING: R-20 ZONING: R-20 P1N: 0665-62-4538 PIN: 0665-82-6622 a PIN: 0665-82-9631 VACANT SINGLE FAMILY HOME SINGLE FAMILY HOME C~ DOWDY ZONING: R-20 ZONING: R-20 ZONING: R-20
SINGLE FAMILY HOME SINGLE FAMILY MOME .SINGLE FAMILY .HOME SINGLE FAMILY HOME SINGLE FAMILY HOME SINGLE FAMILY HOME SNt4.E FAMA.Y HOME SINGLE FAMILY H01 B/PG: t0474/21 FAIR EW SUBDIVISION N: oss5-sz-651o /PG: 07869/0712 SINGLE FAMILY HOME SINGLE FAMILY HOME ZONING: R-20 ZONING: R-20 SINGLE FAMILY HOME PIN: 0665-T2-9550 SINGLE FAMILY HOME SINGLE FAMILY HOME
.ZONING: R-20 SI FAMILY HOME zaNING: R-2o FAIRVIEW SUBD VISION SINGLE FAMILY HOME
PER CIVIL ENGIH~ER SHEET NAME SHEET NUMBER
PROJECT INFORMATION PROJECT NAME DEVELOPER REVISIONS
r?RawING SCALE
N0. DATE DESCRIPTION 1"=100'
'PROJECT MANAGER: RJB
rn >t ~ wr >t ~ n n
DRAWN W HAMPTON PARK SUBDIVISION PLAN V %w^ I rMAbt 1
CON5ULTING uum%)
APPROVED BV: R1B -.STER COURT 2805 Tobermory Lane
PROJECT FILE: ~~1017 12620 PORT CHESTER C Raleigh, NC 27606 DATE FINAL DRAWING - FOR
(CLUSTER SUBDIVISION) RALEIGH, N.C. 2761 I.C. 27614 Phone No. [phone] 10-17-05 REVIEW PURPOSES ONLY
WAKE COUNTY PIN 0665-73-5342 PHONE: [phone]¦.

FLOOD HAZARD STUDY NOTES WATER AND SEWER UTUTY SERVICE NOTES SEPTIC AND REPAIR _AREAS FOR LOTS GRAPHIC SCALE
1. DOMESTIC WATER SHALL BE SERVED BY A COMMUNITY WELL SYSTEM. SOIL TYPE NUMBER OF BEDROOMS
1. A WAKE COUNTY FLOOD STUDY IS REQUIRED TO BE PREPARED FOR THE STREAMS OR DRAINAGEWAYS LISTED BELOW. UPON ITS SUBMISSION 2. SANITARY SEWER SYSTEMS SHALL BE PROVIDED BY INDIVIDUAL SEPTIC TANKS LOCATED ON EACH LOT. THE COEFFICIENTS 3 4 too 0 so 100 200 400
TO WAKE COUNTY ENVIRONMENTAL SERVICES, IT WILL BE CHECKED FOR COMPLETENESS. IF COMPLETE, THE REVIEW PROCESS WILL BEGIN. THE SEPTIC SYSTEM SHALL BE APPROVED ON A LOT BY LOT BASIS FOR LOTS UNDER 30,000 G.S.F. 0.3 9,000 S.F. 12,000 S.F.
LENGTH OF THE REVIEW WILL NOT NORMALLY EXCEED THIRTY (30) CALENDAR DAYS PER SUBMISSION. THE FLOOD STUDY WILL BE APPROVED BY 3. ALL WATER LINES IN RIGHT OF WAYS AND EASEMENTS SHALL BE 6" PVC. 0.4 6,750 S.F. 9,000 S.F.
WAKE COUNTY WHEN ALL APPLICABLE REGULATIONS ARE MET. CONSTRUCTION PLANS AND WAKE COUNTY FLOOD STUDIES MAY BE REVIEWED 4. ROUTING OF THE SEWER EASEMENTS, IN GENERAL, IS OUTSIDE THE RIPARIAN BUFFER AND ALONG THE ( IN FEET )
CONCURRENTLY, UPON YOUR REQUEST. A REVIEW FEE WILL BE CHARGED FOR ALL STUDIES. ALIGNMENTS SHOWN. VARIATIONS IN THIS AUGNMENT BASED ON FINAL CONSTRUCTION DRAWING APPROVAL ARE NOTE THAT THESE VALUES ARE THE MINIMUM WE HAVE PROVIDED ON THE
2 CROSSINGS: STREET A, STREET B ACCEPTABLE. LOTS AND THE VALUE IS THE TOTAL FOR BOTH SEPTIC AND REPAIR AREAS 1 inch = 100 &2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE WAKE COUNTY SEDIMENTATION AND EROSION CONTROL ORDINANCES
AND FLOOD HAZARD REGULATIONS. ROADWAY NOTES
3. BEFORE ACQUIRING A BUILDLING PERMIT FOR LOTS ADJACENT TO A FLOOD PLAIN, THE BUILDER MAY NEED TO OBTAIN A FLOOD HAZARD 1. ALIGNMENT OF STREET C IS SET TO USE AN ALREADY -EXISTING IMPACT TO THE STREAM. STORMWATER N 1. THE PROJECT WILL MEET THE STORMWATER CONTROL, MANAGEMENT AND WATERCOURSE BUFFER REGULATIONS
PERMIT FROM COUNTY ZONING ADMINISTRATION. THE BUILDERS ENGINEER, .ARCHITECT, OR SURVEYOR MUST CERTIFY ON ANY PERMIT THAT .ALL
BY SUBSECTION 2-10-40 (B)(1). "THE INCREASE IN PEAK STORMWATER RUNOFF BETWEEN PRE -DEVELOPMENT AND
FLOOD HAZARD REQUIREMENTS ARE MET. TRAIL NOTES POST -DEVELOPMENT CONDITIONS FOR THE ONE-YEAR STORM IS TEN PERCENT (10%) OR LESS." THIS IS ACHIEVED
4. THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR
FEDERAL EMERGENCY MANAGEMENT AGENCY ZONES UNTIL A FLOOD STUDY IS APPROVED 8Y WAKE COUN1fY OR FEMA. 1. THE ALIGNMENT OF HORSEMAN CREEK TRAIL, WHICH IS ON THE TOWN OF FUQUAY VARINA'S MASTER PLAN, IS BY THE LIMITS ON THE IMPERVIOUS SURFACES OF THE LOTS AS SHOWN. THESE WILL BE ENFORCED BY WAKE
SHOWN SCHEMATICALLY ON THIS PLAN. AT THE 11ME OF RECORDABLE PLAT, THE ALIGNMENT OF THE TRAIL WILL BE COUNTY AS PART OF THE BUILDING PERMIT PROCESS AND THE LIMITS WILL BE IN PERPETUITY WITH THE LOTS.
* INDICATES A LOT WITH A PORTION OF PROPERTY IN A FLOOD HAZARD SOIL. EROSM CONTROL LEGEND PROTECTED BY A CONSERVATION GREENWAY EASEMENT. 2. THE PROJECT WILL MEET SECTION 2-10-38 (NITROGEN REDUCTION) BY PAYMENT TO THE NORTH CAROLINA
----- - WETLAND RESTORATION FUND (IF REQUIRED).
Mampton Park Subdivision TEMPORARY DIVERSION DITCH -<-�- 3. THE OPEN SPACE SHALL REMAIN FORESTED FOR NITROGEN CALCULATION PURPOSES.
- ------------ - -- TREE PROTECTION NOTES
Sediment Basin Design using Efficiency -Based Modei ___� SILT FENCING SF SF 1. ANY PROTECTED TREE LOCATED WITHIN THE PERIMETER TREE AND VEGETATION PROTECTION ZONE THAT IS
i j I REMOVED MUST BE REPLACED AT THE REQUIRED RATIO. 1 HEREBY CERTIFY THAT ]HE LOTS SHOWN ON THIS PRELIMINARY SITE PLAN FOR PURFOY SUBDIVISION HAVE BEEN
_ _ --- - --- ----I REVIEWED NTH RESPECT TO MINIMUM AVAILABLE SPACE TO PROVIDE FOR INSTALLATION AND REPAIR OF
��-�- 2. ALL CAPE FEAR RIVER BUFFERS SHOWN WITHIN THE PROJECT LIMITS OR DIRECTLY ADJACENT TO THE PROJECT WASTEWATER DISPOSAL SYSTEM IN ACCORDANCE WITH REGULATIONS GOVERNING SEWAGE TREATMENT AND DISPOSAL
a Basin # I Drainage W_(ft) ; L (ft) ' D (ft) ! Volume 1 Weir L CUSTOM TEMP. SED. BASIN
- ------ --- - i - LIMITS SHALL BE MARKED WITH ORANGE TREE PROTECTION FENCE OR SIMILAR DEVICE PRIOR TO THE ISSUANCE OF SYSTEMS IN WAKE COUNTY AS AMENDED FROM TIME TO TIME. AS OF THIS DATE, THE LOTS SHOWN HAVE NOT BEEN
Area (ac) Treatment, (cf)_ (ft) ; CLASS B OUTLET PROTECTION STAKED ON THE GROUND; THE LOT LAYOUT IS BASED UPON MY DELINEATION OF BROAD AREAS OF PROVISIONALLY
i --� THE CERTIFICATE OF COMPLIANCE.
1 1.59 35 128 !- 1 6 i 7174 ' 15 SUITABLE SOILS. AS OF THIS DATE, AND BASED UPON MY PRELIMINARY REVIEW OF EXISTING SITE CONDITIONS, THE
__.___ -__ _ L -'- ._._--- _____� CLASS B INLET PROTECTION LOTS SHOWN ON THE PRELIMINARY SITE PLAN WILL MEET THESE REGULATIONS; HOWEVER SOME AD,AISTMENT'S IN
2 0.81 i 25 I 91 1.6 3655 10 TEMPORARY BASIN NOTES THE LOTS MAY BE REQUIRED AFTER STAKING OF THE INDIVIDUAL LOTS AND PRIOR TO RECORDATION OF THE PLAT. '
--- '
3 8.33 108 i 217 1.6 37586 } 60 \ STORM DRAINAGE PIPE •� - - 1. BASIN #3 DRAINS OVER 5 ACRES AND WILL REQUIRE BAFFLES AS PER WAKE COUNTY REGULATIONS. ,
I=4 7 1.53 33 131 1.6 6'904_' 15 I � � \ STORM DRAINAGE EASEMENT ----- 2. TEMPORARY BASINS ARE TO REMAIN IN PLACE DURING HOME CONSTRUCTION PHASE UNTIL HOMESITES ARE TO BE THIS CERTIFICATION DOES NOT REPRESENT APPROVAL OR A PERMIT FOR THE LOTS NOR DOES IT GUARANTEE
�, ___._
5 1.82 40 I 128 1.6 8212 15 , PLACED WHERE BASINS ARE LOCATED. AT THAT 11ME THE BASINS MAY BE SHORTENED TO PROVIDE HOMESITES. ISSUANCE OF AN IMPROVEMENT PERMIT F�2 ANY OF THE LOTS. FINAL SITE APPROVAL FOR ISSUANCE OF
_ _ _ �__ - LEVEL SPREADERS SHALL BE CONSTRUCTED IN UNDISTURBED SOILIMPROVEMENTS PERMITS IS BASED ON REGULATIONS IN FORCE AT THE TIME OF PERMITTING AND IS DEPENDENT ON
- / / TEMP. CLEAN WATER DIVERSION DITCH <-cw o 3. . ON SATISFACTORY COMPLETION OF INDIVIDUAL SITE EVALUATION FOLLOWING APPLICATION FOR AN IMPROVEMENT PERMIT
WOODSPOINT SUBDIVISION /i / 1 DETAILING A SPECIFIC USE AND SYSTEM SITING. ANY CHANGE IN USE OR ANY SITE ALTERNATION MAY RESULT IN
/ N� TEMP. CONSTRUCTION EASEMENT - -zD TCE- SUSPENSION OR REVOCATION OF THIS CERTIFICATION. LARRY SH N/F
HEIRS
JUUANNA A SPINEW l �/� k*M &SNDA KING/ / I WAKE CO.
DB/PG. 02828/4-E-
0@/hQ 11134/1515 / PIN: 0665-84-9465
DB/PG: 07554/0930 / FLOOD HAZARD N/F ZONING R-30
PIN: 0665-63-2904 PN: 0665-63-5934 / J I 25.00' IDA B. SHERRON 30.00' 25.00' DA BARRETT L KAYS, NC LICENSED SOIL SCIENTIST �I1005 VACANT
ZONING: R-30 I E FAY / / 30.00' /��r SOILS (GIS) PIN: 0665-74-4363 PERIMETER TREE/VEGAKE CO. FLOOD 2" BLOW -OFF
SINGLE FAMILY HOME / J I I SEE/ •N 2 BLOW -OFF ZONING- R-30 HAZARD SOILS GIS
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i \ \ ZONING- R 30 ( ZONING: R-20- /F - _ ONFNG�R-20 I / TNG. ZONING. -R--20 \ �LONING:/R-20 / Z NG• R-20 LEMUEL & -F?LN: 0665-82-y538 PIN: 5-82-26
II ZONING: R-30 \\ SINGLE FAMILY HOME 1 7apryjryG, Rk20 HOME A��'' SINGLE FAMILY ME I S1NGt� MILY YKMd1E \ `\ SINC�F FAMILY E SIpGLE FAyIILY HOME SING FAMILY HfJM� SCCA DOWDY Z9N NG R-20� ONING R-20/
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\\ \ / \ \ \ \ / I / / PIN: 066 2 --95
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SINGLE FAMILY HOME
REVISIONS
NO.I DATE I DESCRIPTION
PROJECT INFORMATION
PROJECT MANAGER:
RJB
DRAWN BY:
AJF
APPROVED BY:
RJB
PROJECT FILE:
BASE20051017
PROJECT NAME
CONSTRUCTION DRAWINGS FOR
HAMPTON PARK SUBDIVISION PLAN
(CLUSTER SUBDIVISION)
WAKE COUNTY PIN 0665-73-5342
DEVELOPER
PARKER DEVELOPMENT, L.L.C.
12620 PORT CHESTER COURT
RALEIGH, N.C. 27614
PHONE: [phone]
CIVIL ENGINEER
15 & f
CONSULTING
2805 Tobermory Lane
Raleigh, NC 27606
Phone No. [phone]
�eN waioz oN DI� / �/ 7 � cn � j I
158 C'� 3 �� F 1 \ �n f I �/ /�f/ / FEMA
\1111
7 7776 ( J (� FLOODPLAIN \
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Tic:
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71 SF I I \ \
SEPTI'C'-
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-39 10025 SF - �55 ` SEPTIC. , \\\ \ �S
4 BD>R \ 10810\SF \ \\ IIS
rT's 2`BL -
TREE VEG PROPERTY
NR ZONE BUFFER N/F 1 I J 1 J J l l l l JS6,nbNscoREDGAR DEYSII CHRISTOPHER & �&" 'lCHRISTINA GERMAIN RT 7111/11
1/JJ 0y % �4
/DB/PG: 9799 0994 DB PG: 09129/1486 \\ \ DB G: 09 07 5'� I I I 1 I % t
PIN: 5-82 4538 PIN 0665-82-6622 I ; PIN: 65- 2-QQ6 1 +I I I' ' Z INS. R 0
ING: R-20 ZONING R-20 1 1NGLE INAMI2HOM I I} I I I I I I I I I I+ 11 1 I)iJ1Clj►d�f
GLE FAMILY HOME MNGLT- FAM" -"E \ `, l \ \ � I I I I I V I I I I r I I/
FAIRVIEW 51180 VI510N I
SHEET NAME SHEET NUMBER
UTILITIES PLAN WITH DRAWING SCALE
1"=100'
EXISTING SOILS, I CDm4
TOPOGRAPHY, VEGETATION
AND STRUCTURES DATE FINAL DRAWING - FOR
PHASE I 10-17-05 REVIEW PURPOSES ONLY

N F N /F /
ERIC UHLER & BRENDA KING JULIANNA A. SPINELLI RAPHIC SCALE
DB PG: 07554 0930 DB/PG: 11134/1515 PT = 26+23. so o ss + ~o ao 200
/ / PIN: 0665-63-2904 PIN: 0665-63-5934 /F
5. oo' 2 ZONING: R-30 ZONING: R-30 . SHER
30.00 „ ~ PIN: 0665-74 ~ _ N (IN~r) ,
SINGLE FAMILY HOME SINGLE FAMILY HOME TREE vEG 2 BLOW OFF N~NG. R _ 1 inch = 50 ft. ZD
PERIMETER PRflT. ZONE OP. MANUFACTURED 5 FROM PR
s YARD o Q
~ ~ G a
~ rn ~ _
~-TI~ _ - _ - - 3 -
\ ~ ~ \ ~ ~
~ 7110 SF
h~ 9 4 BDR. , ~ SEPTIC. x~ SEPTIC.
SEPTIC: . SEPTIC. SEPTIC. SEPTIC. SEPTIC. ~ \
r SEPTIC. ~ 8937 SF 11540 8817 SF ~ 3 "
~ 7323 SF .9042 SF 9148 SF F 9253 S 9341 SF i ~ ~F 'G
/ 3 BDR.
~ SEPTIC: ~x i 0 . \
7328 SF SEPTIC. \ 6 TE SEP ~ \
~ ~ i \ 3 BDR. 91$0 SF TEMP. B;KSIN # ~ VALV , 8425
- - - ~ 3 BDR. ~ 6 x T SEPTIC. 15 X4~ x1.6 X -1 r ~
N /F ~ 1 ~ X ~ G 10127 SF . ~ \
~va~E SPINELLI x ~ B INLET h / i \ ~
v ~ 06390 1994 ~ ~ - - - - - / 3 BDR. - - - RIP- A TECTION 0 ~ a 3 \ - ~ 3 BDR.
65-63-0798 ~ ~ 4 BDR. R ESMT TYP 1 'WEIR~~ ~
•i 4 BDR.. 4 BDR. 4 BDR. 4 BDR. NG: R-30 ~ i / R. ( ) 4 BOR. 4 BDR. ,--'1
~ 25' 0' CO ST. ~ p ~ B GLN SIBS DITCH L iN FAMILY HOME EN ANCE ~ INV: 18.0 ~ SF 30 --------20 ~ ` ~ x ~ ~
~ ~ ~ / \ S A. 4+ 0 x ~ / / CESS -o TEMP. BASIN 1 F ~ T ~c ii ~ ~ ' ~ ~ ~ ~0
ATH - _ - - ~ ~ ~ ~ 35X12 0 8 1.6 FE ~ S ~
To ~I TE BEGIN SC150 DITCH LINING o ~ x6 _ - - - c~ 4th L~UE,f : / EMP. BASIN 7 ~
~ CLEARIN LIMI BEGIN DIT RLPRAP ~ ~ . STA. 15+50 FROM D YLIGF :LEARIN LIMITS 2 FROM TDD AN 5 Sl'R£AD1Y ! - O'X31'X1.6' IT FOR ROAD ~ r,. w ~ ROM D YLIGHT LIM S 0#~A#1`1.5:::.- ::::::::::::1:5 WE#I~;
-,p~ ~ STA. 16+7 R1 TDD-> ~ . ~ TDD-> - - -T D-> ,
~ ~ ~ ~ N ~ ~ _ ~ ~ - x
ETTE WAL S ; ~ + - ~ 10 IRS - - ~ ~
/ ~ ~ s + + DB/PG: 4069/1 65 -'T - - ~ ~ Q - v' + ~ x. I - - -I - ~ ~
h PIN: 5-63 595 ~ ~ O / -I-- ---0 - 0 ZO NG: R 30 i \ ~ ,I -BDR. ~ 2~ V~ 17.50
5~ SINGL FAMI Y HOME % I ~ ~0 w , ' DOT HEA WALL~• ~ ~ ~
o I -TDa P POSED , ~l \ ~ _ - - ~ ~ ~ STD. 838.1 ~
~ - - EX T{ G - LL SITE 1 - - - D > .SEPTIC. ~ ~ BEGIN S7 Q
V ~ 2' FRO TDD AND 5' ~ B LDI GS - !D 5 TEMP. SL4~E 15~~~R:. ~ ~ AI A E ESMT YP X6972 SF NG BASIN 2 ~ ti ~ ) DITCH LINT , ~ . ~ ~
v i- ~ o - - - FROM DAYLIGHT LIMIT OR ROADS T AREA I _ - SEPTIC. 4 BD o ~ _ T B RAZE- S 25 X91 X1..6. ~RA{~..:. ; 2 2 C S - - 1_a+~ ~ 3 BDR. - - - - T LEVEL ~ P-R PR0 E .;1
287 SF ~ I
Q ~ 9560 SF ~ ' \ / \ / I ~ \ / \ / ~ SEPTIC... * SPREADER ~ 20 T - /
I ~ U V ~ ~ u V V U U U
~ I 7463 SF + 4 BDR. 3 BDR. 3 BDR. ~ 3 BDR. ?BDR. 3 BDR. 3 BDR.
I 3 BDR. 3 BDR.. . SEPTIC.
360
360 2•°x'0
1.5
N d0
ON ~M
u li ~ 6' P
~ W
a w ~ _ ATFR ~ UN~`
cnw \ 350
350 ~ ~ _ a a MIN'. 3' COVER FR ~ _
CENTER INE CURVE CEN ERLINE CUR
220.50' V TOP OF PI E TO SUBGR DE PC .STA 20+63.67 PC TA. 22+61. 7
0 0 \ \ PT STA 21+94.02 OW POINT E V = 326.8 PT TA. 26+24. 2
I'~ M N \ • rn HIGH DINT ELEV 359.23 N
- +29,70 + H1GH DINT STA - 11 + if LENGT :130.35.' PVI STA 22+00 LE GTH: 362.85
= 11 31.95 a w ` \ P STA z o \ . TAN 66.15' T N: 205.43' PVI ELEV = 323.38 ,
w P ELEV = 3 0.56 ~ N a°o DELTA: 24 05 33 A.D. 7.85 DEL A: 67 03 49
vi U ~ mM U > A.D. _ -4. 0 U w mrn PVI STA t5+00 K = 5.00
> m > ~ +o \ m K = 45.0 w z r~ + PVI ELEV = 351.38 ~ `4, 340
340 U A.D. _ -1.50 \ 353. ' VC
Qd \ U ~ ~ K = 6.67 \
~ ~ ~ ~ oD
w 100.0 ' VC ' w QU \ N ~ T- O h O
I~ ~ Uf (q O M O ~ O M + ~ M
+ tV + 4i 4! ~,j
~ d' t0 ~ d' CENTERLIN CURE ~ M ~ M t~ U i%) U U m U >
PC STA. 1 +41..86 m ~ W \ 6" W
PT STA. 1 +94.7 uI w U w ~ \ U U > U \ \ ~ ~~NE.
RAD: 31 .00 > > w ~ ~C ~R " .W ~ P ~ q W .
LENGTH: 52.42' 00 m 330 „ 330 \ . 6
TAN: 7 .78 ~ / r
DELTA: 2 '10'13" MIN. ' 0 R FROM : ~ MIN. 3 C \
T flF F 0 SUBGRAD ~ T flF POPE M#N. 3' COVER FRO
' TOP Of PI E TO SIIBG ADE
\ 12" STEEL ' /
` C RIER PI II
W ~ - - ? ~r J .N
~ N ~1'
Z
320 U
320 ~p Q Q
4 RCP ~N
w Qm
~
?7 Op f7 00 M 01 00 00 O!] 00 ~ 00 O OD O ~ O~ cUkN N~ ~0D pp~ N~ c0~ r~~ O~ O~ cow ~M t0~ ~M .M .M .M o0D r~ o~ rn~ ~ cn Sao ~,ao rao ~o .M .M ~M .d' .O .QO O G0 N .O O Q~ 40
~ 0~ OQj ~Oi SOD ~f~ ~tp ~In d'M ~(V X01 fir' rjr ~ CO M N~- rnOi SOD ~f~ ~_ip ~r X01 ~M ~~t ~(fl r N ~ ~ N N N N N N ~'r7 M M ~ ?7 N N N N N iV N M M r~ t~
r~f7 M ~M ~M ~M ~M r~M ~M ~M r~M MM ~M r'1~,~ ~M MM ~M MM M r~ r7 M M M
13+00 14+00 15+00 16+00 17+00 18+00 10+00 11+00 12+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
DEVELOPER PROJECT INFORMATION PROJECT NAME REVISIONS CIVIL ENGINEER SHEET NAME SHEET NUMBER PER
DRAWING SCALE
N0. DATE DESCftIPTlON 1"=50'
PROJECT MANAGER: RJB ~ ' ' CTR~~T A
V %-X ' v , , f,.,.
~WN BY MF HAMPTON PARK SUBDIVISION PLAN
APPROVED BY: RJB CONSULTING VFMI
PROJECT FILE: ~~,o„ 12620 PORT CHESTER C -.STER COURT 2805 Tobermorq Lane DATE FINAL DRAWING -FOR Raleigh, NC 27606 PHASE I
(CLUSTER SUBDIVISION) RALEIGH, N.C. 2761 I.C. 27614 Phone No. [phone] 10.17-05 REVIEW PURPOSES ONLY
WAKE COUNTY PIN 0665-73-5342 PHONE: [phone]¦ ¦

N /F ,
IDA B. SHERRON 30.00 25.00
„ N PIN: 0665-74-4363 „ GRAPHIC SCALE
P RIMETER TREE VEG - -1 ~I 2 BLOW OFF : R-3 ZONING 0 2 BLOW-OFF a 2s so ioo xoo
YARD PROT. ZOf~E FR 0
5 FROM PROP. MANUFACTURED HOMES 0 0 Q
~ o C
v ~ ~ ~ I - - - - - - - ' ~ 1 _ _ t ;nth _ S`a' - - -
3 - - - _ - - I~ -1 1 SEPTIC.
, \ 4 BDR. i LP SEPTIC: 1
. ` \ ~ i i 9003 SF 9388 SF
. 4 BDR. r ~ 3 B
SEPTIC. SEP-TIC. ~ /
11540 8817 SF I ~ ~ !
3_ i ~ ~ i~ ~ _I \ ~ ~
SEPTIC: SEPTIC: SEPTIC: SEPTIC: ~ SEPTIC. C: SEPTIC: •
\ W 10539 SF 10644 SF SF \ 10750 10962 SF SF 15 F i
10856 SF 1 ~ 6 TE \ ~ SEPTIC: 102 S , • TEM ~ . BASIN ~ #10
~ ` ~ 3 BDR. TEMP. SIN ~ VALV ~ = 1. SEPTIC: . ~ x /
8425 SF 15 X X1.6 x / / ~ 9209 SF !
~ ~x \ \ ~ i_ ! ~ ~ ~ ~
B INLET T4 / f f' \ 4 i ~ ~ i~
~ \ ~ RIP- A OTECTION ~ ~ SILT FEN 10 WEIR ~ _ c ~ 4 BDR.
~ ~ 3 P 3 3 BDR. a C ~ ~l CE ESMT t ~ ~ o
R ESMT (TYPj 1 WEIRS ~ ti ~ _ - I CLASS B I L . ~
, F 3Q - - LNV: 18.0 ~ s 4 BDR. - i ~ RAP PRO N
20 ~ x ~ 4 BDR. 4 BDR.. 4 BDR. 4 BDR. F , r \ , ~ R. 4 BDR. sF ~ ..84.x0; - SEPTIC:
• ~ ~ \ ~ ~ ,
LEA _ ~ / \ / \ ~ ~ / EMP. BASIN 7 S ~ ~ 9100 SF a \ /
I:AI)E - 0X31 X1.6... - - ~ ~ ~ 9 !
~:51~. LEARI~Lih7iTS F 0 TbD`AiV'B" - - - - ~ ~ ~
, - L 1 ! M DAYLIGHT LIMIT FOR ROADS _ TEMP. A511 ~ ~ TDD ------TD - 43 X1 0X1 TEMP. A51N ~9 ~ j; ~ . cA ~ ' r`. ~ / 43X1 0X1.6 T P! BASIN 11
1 Ot IR \ x D \ i ~ ~ SE
' + ~ x ~ " - _ _ - - - ~ ~o~ . S ....1x~ /
, \ _ - _ ,I BDR. ~ 1 + - o 9859 SF - - - - - ~co ~
P 5 ~ BDR. Gv ~ , .
~ CDOT HEA WALL., ~ ~ i o INV:~s3.5a
, , STD. 838.1 ~ \ ~ > SEP T1 C. _ . 0 2 S NCI~OT HEADWALL \
15 ~ ~ D AI A ESMT YP ~~.6972 SF - 1, 7DD->---. ° SHARED DRIVEWAY 4 ,STD. 838.11 ~ S SI~.T ,
2 2 c s~ 3 B D R. ~ ~ FEt~' \ ACCESS PATH n. ~ CE ~r,
CLEARING LI ITS 2' FROM TDD AND- 5' 7 LEVEL ~ P-R PR E TI ~ ~ AND 5 0, - ; ' B ~ .DS , ~ D A ESMT TYP \
~ - - FROM DAYLI HT LIMITS FOR ROADS * SPREADER ~ - - - - - ~ , , ~ . ~ ,
• ~ ~ ~ ~ ~ ~ ~ 24'X12' CLASS B ~ ! : ' e P-RAP PROTECTION ~
~ ~ ~ ~ 9 3 BDR. u RIPAR A BUFFE
~ v v ~ DR. ? SEPTIC. ARE NO Tx BE LTEMP. BASIN ,~8 _
~ ~ 3 BDR. R. 3 BDR. 3 BD 3 R BD 3 BDR. -~crics3'xr.6 ~ - DISTURBED BY w~ .SITE 3 B D R .
~ 8042 SF - - - - N -
330
330
{ C NTERLINf C RVE CENTfRLiN CURVE
f C STA. 18+ 8.1x PC STA. 2 +62.65
- - - I T STA. 19+ 4.81 PT STA. 2 +49.65
, - - RAD: 230. 0' RAD: 2 0.0x' I I 81.00 VC
¦ • a
.1- ~R u ENE ' 1 5.5T PVI TA = 22+8 ~ TAN: 49.0 TAN: o ~
w ~ - ELTA: 24'05 33 DELTA: 7 '29 50 PVI V = 314.2 N co
Z - o MIN. 3' C VER FROM A.. _ -2.70 M
N OP OF PIPE TO SU8 ~ + = 30.00 N w
Z d _ 320 w - - 320 OW POINT TA = 19+fi O j w
v - - - PVI STA 19+50 w
Q Q ~ ~ ~ vi PVI ELEV = 2$7.87
~ N CURVE ~ ao ~ o ~ w CENTS LINE ~ ~ w Q PC ST . 11+53.13 a ~ + `
~ r N7i t7 N ~ ~ PT ST . 13+06.52 A.D. 17.50 N
N RAD 230.00 ~ W iri
I LENG :153.39' v v v w ` ' I > 350. VC
m > > ~ TA :79.67 m w w
DELTA 38'12'37" ~ ~
` + ~
30.00 VC ~ o 310. , 31x
PV1 STA 13+00 ~ vi w a ~ ' N ~ '
9 V U PVI ELEV = 325.55 ~ > > + r ~ O
m m A.D. 1.00 N t7 ~
K = .00 N LJ U U ~
W 41
y~
°o P STA = 15 83.12 t0 o 6 MIN. 3' C VER FROM
~ ELEV = 3 2.72 ' Sax
300 A.D. _ -8 0 ' OP OF PIPE TO SUBGRA f
w w v K-30.0 v
> > m w
5 QO'
- -
290
290..
n
2-48" RCP
vv
t{) to In ~ to ~ 0f p ~ p !n c0 N N N ~ ~ 00 ~ t0 `t O r n N n N ~n ON ON ton ~N d-n tom O . N .I~ .10 .1A ~ N . O ~ m .pp . N
I~ N~ O~ .N .O rID ~O ~N ~In NO ~I~ .tp ~m QiN r N N~ NQ `-41 p~ ~n N(p N~ N~ Nd' N'~ NM N'' Nf}1 OO ~Q Q o ~ cp c~ EO cV ~ ~ Oi M ~ O ~ oN Oaf oQ~ 07~ rnr ~O O~ O~
~ ~N ''~N ,~,~N N N N N N N r)N ~ M ~ ~ N c M ~M ~M ~M ~M ~ ~M ~M ~M ~M ~M M t~ M M M M O a1 ~ ~ ~ m O CO O JM NN NN NN NN NN NM rrJM ~M r'?M ~
l :i+00 14+00 15+00 16+00 17+00 18+00 10+00 11+00 12+00 +x0 19+00 20+00 21+00 22+00 23+00
PROJECT NAME DEVELOPER CML ENGWEER SHEET NAME SHEET NUMBER
PROJECT INFORMATION REVISIONS
DRAWING SCALE
N0. DATE DESCRIPTION 1"=50'
9 30 PROFILE CHANGE FOR STREET B .PROJECT MANAGER: RJB ~ ~ ~ ~ ~ ~ '
nn n
DRAWN BY "JF I1AMF' 1 VN NARK bUtSUIV151UN PLAN V 'qw-w 6
APPROVED BY: RJB CONSULTING r rm/
PROJECT FILE: 1017 12620 PORT CHESTER COUR (CLUSTER SUBDIVISION) RALEIGH, N.C. 27614 I COURT 2805 Tobermory Lane
Raleigh, NC 27606 PHASE I DATE FINAL DRAWING - FOR
Phone No. [phone] 10-17-05 REVIEW PURPOSES ONLY
WAKE COUNTY PIN 0665-73.5342 PHONE: [phone]

to '
/ WN ~ \ ~ ' SEP
~s~~~Q HIC SCALE 137 SEPTIC:
W SE z m ~ ~ ~ o 9 o ~
_ ~ ~O / _ _ m 9586 SF
I~. = I~ -1 co d-
~ ~ _ \ ~ W o0 , 8597 SF
~ - ~ Q oo ~ I-O W~ h = o rt~ /
m ~ ~ d' ~ + ~ m d SEPTIC:
tt ~ W Ln ~ y ~ ~ ~ ~ ~ SEPTIC.
z~C d- z ~Q z ~ X~ 9108 SF 9281 SF
m ~ ~ W / /
\ SEPTIC: SEPTIC: ~ SEPTIC: / SEPTIC.
_ U W (n ~ ~ , ~ ~ 0~ - - - D "0~ ~ ~ ~ 3 BDR. S TIC. \ 9312 SF 3 BDR. 11538 SF
LL l- W W o ~ cn rl ~ / 12545 SF 13679 SF I' 13459 SF
- W.W. W O~ ° ~ ~ ~
~ \ _ _ ~
m ~ ~ m W 00 ~ z ~ / i p~' F.. ~ ~ J x 00 Q ~ / \ 3 BDR. ~ - - - _
00 t0 C0 ~ - ~ 3 BDR. 3 BDR. / 4 BDR. 4 BDR.
~ i 1 , (D ~ ~ - _._l x~ n 4 BDR. ~ n ~ n ~
x , / / ~ ~
~1 DD-~- ~ ~ W r~ x / \ / \
/ L~ PT - 1 - - - - - _ ''ems--~ ~ - - x~ ~ ~ - - /
- ~ - - ~ u cn ~ o + ~ ~ o \ ii - /
~ TDD-> -
T N ~ ° ~
~ ~ ~ O CQ ~ i y -
. ; ;
- z :m , ~ , 0 J - 320 /
TD - _
J M tt m Q,t3.--: ~j l ~ ~ ~ ~ 1 PROVIDE S75 DITCH LINING - > r''
~ v ~ ~ n M ~ z~ ~ ,c. Q ~ D D m z ^ cn ~--t~ fit' ; ~ ' ~ . CLEARING LIMITS 2' FRAM TDD AND 5' ~ • STA. 19+50 -STA. 2a+50 ,
Ul p p _ ~ FROM DAYLIGHT LIMITS FOR ROADS
+ _
~
- N . m Q ~ ~ ca , E, ~
cn W ~ ; X24 . ~ ~
~ iL l.~ ~ Q ~ _ i
\ (n U~ 1 ~ (n U U - ~ ~ ~ (n
~ ~ _
W O i- d- ~ O - F- ~ tD ~ l17 W ~ - . ` ~
.J W W 00 O ~ 1~ LL tC? ~ (n r W
Q ~ (n tp ~ ~ i / ~ CO ~ i
~ k ~X ~ ~i
o / o ~ co a~ ~ 55
~ ~ , i ,i
. ~ r- J ~ z + L~ ~ ~ ~ 1 ~ ~ \ , i
4
350 ~0
CEN RLINE CUR PC TA. 16+63.2
c°v a0o + ri PT TA. 18+79.4
o ~ R D: 250..00
360 ~ II II PVI ELEV = 345.26 LEN TH: 216.21'
> A.D. _ -t.50 T N: 115.39'
F- J - DfL A: 49'33'09 pVi STA 20+00
N w K - 6.67 PVI ELEV = 326.01
> 5 340 o. a 40 ~,D. 2.20
K = .5.45
o ~
co ~ ¢ 100.0 ' VC
M O ~ `3,
. Q (n lJ O ~ ~
350 r d1 N
m > ~ M m r- ~ O c0
6 U U ~ ~ CENTS LINE CURVE
Wq > ~ ~RU w U ~ + ~ PC ST . 22+55.78 ~ ~ N M PT ST . 25+37.91
e 330 m m 30 ~ w RA 4 . 0
U U LENG :282.13'
II w M . 3 COVER OM ~ > > w w TAN 146.49
Z c°v o P PIPE TO GRADE ~ , ~ TO DELTA 38'02'07"
M
w~~ + ~
ZM+ 340 U a ~ -
Q QQ W MO NN Z aD0 ~
H ~ ~ W QU NO OX
~ R NE CURVE z Mo CENTE \ 20
N ~ N 320 U
PT STA 15+87.61 6u P
° RAD: 275.00' ~ ~N _ y~ ATE R1iNE
w U ~ENG :190.10' w ° TAN: 99.03'
F F= ~
cn NN DELTA: 39 36 26 330 MIN. 3' OVER FROM
TOP OF PI TO SUBGR DE
310 X10
320
c0 ~ ~c0 ~s0 Sao ~cp ~c0 fir- oc0 ~cp r~- ~co
t0 c0 co c0 ~ c0 c0 ~ O ~ co t0 p O ~ ~n ~cfl 00 cD d:N oN ~N .N .N .O ~ .r d;N ~1A .N ~N ~N .N O W~ r~ O~ ~tM N.= ~O ~ja0 MM ~r DO ON N .r .N .M .O ~d' .ice ~t- N~} UO pa- tn ,p r~ d: ~1' ~ ~ ~ Cf N~ N cQ N In N~ N d' N M N cV N N N T N N N A
~M ~N Lfl~ d-~ ~t~ ~d ~M r,~M r~M ~M MM ~M ~M i"~N ~N ~M ~M MrNj ~M i"~tN MM ~rN ~M M~ M t7 M ~
r~M MM ~M MM Mr7 ~M MM MM M M M M M
17 17+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
+ 0 11+00 12+00 13+00 14+00 15+00 16+00 10 0
DEVELOPER 'ER CIV~ ENGNr~ER SHEET NAME SHEET NUMBER
PROJECT INFORMATION PROJECT NAME REVISIONS
DRAWING SCALE
N0. DATE DESCRIPTION ' N~[nl
PROJECT MANAGER RJB ' ¦ T 1
iv v. I
~VM BY AF HAMPTON PARK SUBDMSION PLAN CONSULTING r 1'=%5
"°B` 12620 PORT CHESTER C PROJECT FILE: BASE20051017 (CLUSTER SUBDIVISION) RALEIGH, N.C. 2761, :,STER COURT 2805 Tobermory Lane Raleigh, NC 27806 PHASE I DATE FINAL DRAWING - FOR
I.C. 27614 Phone No. [phone] 10-17-05 REVIEW PURPOSES ONLY
-291-5517
WAKE COUNTY PIN 0665-73-5342 PHONE: [phone]

i ~ ~ ~ 13710 SF
- - - _ ~ SIT • \ . - ~ ~ ~ ~ C SCALE
" - _~'`1' ~ , ~ • FEN - - BD .
- ._.y- ~ ~ soy ~ o goo .
. ~ . . - . - ~ - - - - - 72 LEVEL ~ • `
- SPREADER LP S TIC. ~ i~ ` ~ ` ~
_ PUBLIC / ~ ~ 11616
~ . TEM1?.-BASIN 5 ~ ~ • DRAINAGE ~ so rt ~ ,
40 X128 X ~ / - ~ ESMT (TYP) 24 2' . ~ ~ 2 LOVE- F N ~ ~
1 _„r. ~ RIP, P ~ t , TECTION ~ 4 BDR. . ~ ~ RIP, ~ f~ ~ ~ G- / S ~ -5- ROM E0
P ~ - ~ ~ , P E 4 BDR. ~
~N TEMP + , ~ ~ T , N • NCDOT HEADWALL t\ o / STD. 838..
~ ~3RA#N ~ - o V o
SEF TIC. - - - _ I NV:~95.00 i ~ i ~ n
13798 SF ~o~ - - i
~ , S
k 8 ;:1;41;:t~ ~ ~
SEPTIC: ~ - 1
/ - ~ ~ ~ ~ ~ ~ S ~ ~ 'S0' 32
9597 SF ~ ~ LE / h r ' SPRE E 4 BDR. a ~ 1 0 ~ ~ r LP SEPTIC: \ ~ ~ t
~ ~ ~ ; ~ i TEMP. BASIN 12 ~ ~ ~ r ~ p
SEPTIC. * i ~ T MP BASIN 4 24 ~ ~ 9683 SF ~ \ x X 3X1.6 0 ~ ~
x ? ~ # INV• 9~ 0 9108 SF / ~ 3X1.31 X1.6. . ' ~ x _ S~~ ~ S B ` ~ ti ~ \
/ / i ~ T P LI
• ~ ~ ~ % ~ / P-RAP DRA G . c ; . ~ \ 4 DR.
I C. / / i ~ ;?;i' ~~A~~S F RI SEPTIC. BDR. s ~ ESMT Y . 3 ; SEPTIC, ~x PROTECTION IT Y ~ . x ~ , ~ CLEARWG LIMIT RO TDD AND 5 /
/ . 5 SF - ~ sF - .13679 SF 1' ~ / ; ~ ~ ~ ~ ~ FROM DAYLIGHT F ADS ~ 3~k~
13459 SF ~ / ~ ~ ~ ~ r f - w ~ , ~
~ SILT . ~ SILT ~ / ~ ~ ~ ~C ~ ~
- - ~ FENCE ~ ;i ~ ~ ~ SEPTI 15 VIE#R , . _ .Y d
~ / / ! 20 SHAI~JrD R. ~ ~ r i 61.45 S
4 BDR. . ~ , 4 B D R . . , DRIVEWAY . -i,- C
y EASEMENT • y
i ~ ~ / / ~ ~ T i ~D ~ EMP: BA 13 -
33' 31'X7` ~ ~ ~ / ~ i r
,i ~ ~ / i ~ ~ ~ / ~ - nn
it ~ ~ ~ i'- ~ _ _ ~ ~ C.rJ i ~ ~ \ ~ CLEAN WATER DIV RSION DITCH dp
- \ i J p . ~ ~ / 5--fRDIuL TDD, CLE RING 2 BEYO
~ 4 BDR. o ~ SEPTIC: \ ~ o \
+ - ' i \ 3 BDR. i ~ 4 BDR. 7158 SF ~ i ~ i ~
i , i v
- ~2 i ~ ~ 1 ~ \ - d i i ~ ~ ~ E
- ~ , - ~ - - 4 BDR. 4 BDR. + .BDR. ~ -
- ~ ~I . ~ ~ i
SEPTIC. i
' F TDD AND 5' ! ' ~ ~ CLEARING LIMITS 2 ROM ~ , ~ ; FROM DAYLIGHT LIMITS FOR ROADS ' ' ~ , ~ SEPTIC. i ~ SE
SEPTIC. - - ; 6910 SF \ 1.208:0 SF
; _ ~ ; 78 \ + t
- ~ 18210 SF i
CENTE LINE CURVE
PC ST . 22+55.78 330
PT ST . 25+37.91 330 A 4 .00
PVI ELEV = 315.61 LENG :282.13
A.D. _ -3.70 CENTERLINE URVE TAN 146.49
K = .00 PC STA. 26 97.88 DELTA 38 02 0T C NTERtINE C RVE P STA. 33+ 6.71
PT STA. 31 28.42 I I RAD: 400 00' P STA. 36+3.79
111 00 0 VC RAD: 400.0. ,
a LENGTH: 4 0.54' - TAN: 238 78' LOW P NT ELEV =304.11 .EV =304.11 ENGTH: 282 08'
~ LTA: 61' 0'12" LOW INT STA = 1+05 OE _ TAN: 147.1 ' TA - 1+05
~ P STA = 30 75 ELTA: 40'2418" = 30 75
0~¦ N - PVI ELEV - 30 .86 = 30 .86
~ A.D. = 8.00 320 v 320 8.00
> ~ K=30.00 30.00
m M _ M
6 py I , C ,~~R' t;.i 40.0000 V _LINE ~ i )0 V ~
w co 3• tl
MIN. 3' OVER FROM _ h
M TOP OF PI TO SUBGR DE Z ~ d- ~ ~~d~
w rn ti + N w ~
~ U > ~ P Zr+.+
'OQ al " 310
310 ~ fn ~ U U wQQ
w MIN. 3 C VER FROM ~ ~
P OF PIPE 0 SE}BGRAD w WUw i ~
~ H F-
i
40' Y STEEL i i
C RIER PIPE i
i
300
300
48" RCP
290
290
r t0 r c0 r c0~ i~~ t0 r Opp ON 04 N~ N~ O~ O~ O(D 00 ~ I~ d. cD O ~ I~ cfl r ~ ~ d' O ~p ~ r. ~ {p O r (0 ~ 1'7
Mf O r ~ r to ~ 90 . r. 1n ~ ~ N In ~ N ~ ~ ~ ~ ~ pp d- i~ e} d- d~ r~ ~y N r: ~ p O O rn~ ~ r pp r~ ~ c0 ~ c0 In M O~ O p O~ O p p 0 ire} O~ `CIA Ian X00 ~p N~ NM O~ ~tfl COr N01 NO MN Nt7 rn0 Op ~O ~O op r~M MM MM ~M MM MM MM MN
NN N~ NN NN ~N ~N Mr ~r ~M ~r r~M r7M ~M ~M MM ~'O NM NM ~M ~ M M M ~ NM ~M M M M ~
+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 22+00 23+00 24 31+00 32+00 33+00 34+00 35+00 36+00 37+00
NAME DEVELOPER CML ENGINEER SHEET NAME SHEET NUMBER
PROJECT INFORMATION REVISIONS
DRAWING SCALE
N0. DATE DESCRIPTION ~=JU' ' ¦ ~ ¦
PROJECT MANAGER: RJB
.....,,w.¦ r w¦i w¦ ¦wwnnwtwu w~ ~ a~
_ ow,m+ev: aF I1AM1'1 UN F'AIiK 1UtiUIVi,IV1V F'LAIV
CONSULTING
"M°"E°B` RJB rER COURT 2805 Tobermory Lane DATE FINAL DRAWING -FOR
PRO.ffCf FILE: BR1017 12620 PORT CHESTER COI Raleigh, NC 27606 PHASE 1
(CLUSTER SUBDIVISION) RALEIGH, N.C. 27614 Phone No. [phone] 10-17-05 REVIEW PURPOSES ONLY .27614
WAKE COUNTY PIN 0665-73-5342 PHONE: [phone]

O
H ~ GENERAL NOTES: W N
-All MORTAR JOINTS ARE " t " N Z ~ ~ .
USETSTPE Np 130,13 TpRD30 D4 W O ~ f4 C y -BOND BRICKWORK WITH FYN.L HEAOERB EVERY TNREE COMB. ti ~ G7 . m~~=~ 0-Iq~"=Z
D DRIVEWAY GRADES H D ~ ..CONCAVE TOOL ALL EXPOSED JOINTS, pCy
(n Op pm ~ ~ ~ WdZ~- S ~ ~ -D0 NOT INTERPRET WALL THICKt+lE88 IT) 8N0B11 AS THE +Z
" ~ Z D - - - - - - THICKNE88 ACCEPTABLE BUT I8 USED ONLY IN CONFUTING F- C~ ~ C = N O p ~ ~ ~ ENONki.L DII~tN3IQN8 AND QUANTITIES.. Fa- S~ Z W zM~N~ (n~LLo~
yr n1srER I---r-n ~Q. O O~ z -coHSTRUCT THE BASE wTTH c o y
W m svr o~ D D -USE CLASS 'B' CONCRETE. Z " W
a 125% N ~ , S'he' ~ M 1 3n5 ~Q pLAN -PAY FOR CONCRETE A8 BRICK 1N80NRY. r yIQ
e• uu+txuu wort e' oEEV. ~ EXISTING it wxrtaMi uP m s' ~ OR a16x roan raa oc ox~e PROPOSED 2 O -CONCRETE BRICK BAY BE USED IN LIEU OF CLAY BRICK.
% „ PAVEMENT +2.OBX a ~ X -JUDO BRICK WILL BE PERMITTED.
~ A - A a +14.6X -2.08 42 -15~
' 1 z~. 21fz - GUTTER LINE V V VC1V t1U OS ~OlWtl10eM
3~ E . . . . - ~25X o asp caNEaEr ~ ye. Uz 2'-0' 4'-0" 5-0' S-o" s o• R/W W R/W c a a s o: ~ a ei ei v ei v ei ei
1 w SLOPE AS INDICATED ON RLANS o` m b a~ a° m a Z ao~ ~ N~~r.~ WN fir
A) CURB & GUTTER, SIDEWALK SECTION 3 1/H' - J ~ Z ~ ~ J ~ ~ O H Z e N e " / O~~ Y
m Ao B ~ ~ ~`ZWN lve• w s Ira = 0~ H F x C7 N ,7 e
MDTES~ r i 1z4y'~o
1) FT]R 24' RCP L LARGER USE PIPE DIAMETER PLUS 12' FIXt ~ a ~ W Z ~ - ~ _ ~ lY d iu i : ~ Q
MDDTRNI D1S)DE BDtTSIDl1 ~ B r a .SECTION B-B VARIABLE 6'-0° g'_p° 5'-0• y~ 2) 24' X 24' CASTING VlTH i2', Ir-u 3i, --I PAVEMENT N1DTH SH ALDER xti ~ ~t~t ~ I I = G.B. n a d N N a W x G~ I . 1.1 ~ 10
15.6t8'PPE,21'%~+' CASTI~i USED VITN 24' PIPE I----r-i ve• 1/4"/FT +j6q, Z ~ ~ CONC. PIPE ~ ~ w {L W 0 I I PIPE ^ r v :5 Q ~ Ct.
IXt LARGER Dr PLACED VITHIN ra, ~ +BX PUBLIC RAV CASTDIG MAST BE i T/4° PER FT. -2.DBX M ~ ~ J
TRAffIC HEARDIG TYPE PER -8.33X NCIXff STANTMRYL 1/8' ~ r v o m 'Q GaNC. ~ 111 o zd W co
I---~"~-- I `Ifir, ~1~4'X4'XB'C4t4'XB'X \ - 5'-0° 1 ~ ~ I- J ~ ~ L o sn Zm
!6' SCJ.ID CC44CAETE BLACK: CAST - - \?59 ~ IN PLACE ~ PRECAST Ct1tX:REIE TO PLAN NEW ~ ~ ~ ' B cC H xW~ol:
i n n eMEET N,CAA~T, STANDARDS w" e p~J'TA79 F -I , yr t- -a• I-- T~ 8) SHOULDER SECTION . r M z ELEVATION ~ ~ ~ ~ M O END ELEVATION ~ ~L O F-
4) FDR STEP REGUDIEIENTI SEE tXITE ~ m = 'n TYPICAL SECTION O V
2 ~ ~A~A~ Np, 30,gi SECTION A-A N01ES: 5...~,~° LAS AEOUIRED 1~ p Oi4MN510118 a1D DUANnn~ Z ~ ~ iti AS ~ ~ r ~ t151ND eaialErE PIPE USINI eatlBaATeD rE1u PIPE THRU WALL w ~ REQUIRED ~ m
STANDARD 24' X 24' DROP INLET CASTING I IF THE SLOPE BETWEEN THE TOP OF CURB AND GUTTER _~~`~""•'"~'~--~•~vrt OOIIIDN DIYS. tiNDLE PIPE OWILE PIPE CgrDN D11N1. SDIDLE PIPE DOUBLE PIPE
s'-e' AND A POINT 30 FEET FROM THE CURB AND GUTTER 0 N B 8 T L M L D N B 0 L l M L ib" Y•b' 1'•8" !'•10" 1 " 5'•t" 0,441 O,EA 2'•2" 7'•10' 0.666 0.405 15" Y•3" 1'•4" 2'•B" b'•8" 5'•t" 0.9M 0.111 1'•11 7'•5' 0.482 0.905
EXCEEDS 20% THIS SLOPE CAN BE ADJUSTED TO A ~--1 MAXIMUM pf 8.33% (1"/FT) UP OR 4.17% {1/2~%FT} 16" !'-6" 1'•5" 3'•2" t'•4" 0.58! 0.825 !'-1" 1'•11" 0.722 0.48! t8" 2'•8" 1"•t" 9'•0" 8'•0" 8'•0" 0.478 0,308 !'•8" B'•3" 0. 0,424
DOWN. CUL-DE-SAC CUL-DE-SAC BULB CROSS SEC110N 24" 8'•P 4'•0" 1'•1" 8" t'•2" 1.005 0.604 5'•5" 11'•7" 1.286 0.11 Y4" 2'-11" P•t' 9'•0" T-5" T•5" O.1W 0,315 9'•0" 10'•8 D. 0.510 90" 3`-1' 2'•4" 4'-/" 5Ni" 1'•4" 1.511 0.572 4'-8" 1!'•7" 1.520 0.111 80" S'-4" 2'•0" 4'-5" 8'•10 1'•10" 1.010 0.515 9'•/" 12'•7 1. 0.777
95" 4'•3" 2'•4" 5'•8" 4" 10'•1D 1.116 0.750 5'•0" 6'•11" 2.452 1.1 95" 3'•t" 2'•4" 5'•0" 10'•0" 10'-D". 1.5W 0,110 4'•5" 11'-8" 1.558 i.
DROP INLET DROP INLET CASTING DRIVEWAY GRADES RESIDENTIA ET 1 OF 1 4'•11 2'•5" 8'-4" 511" 1P"•5" 2.181 1. 6'•10" 1/'•t" 1.728 1. 42" 4'•6" 2'•1" t'-0" tY•0" 12'•0" 2.913 O.ttl 5'•8" 17.9" 8,052 1.420 RESIDENTIAL CUL-DE-SAC SHEET 1 OF 1
- DRAUING NDT TO SCALE - - DRAVIMG NDT T[I SCALE - -DRAWING NOT TO SCALE - - DRAWIN - DRAWING NOT TO SCALE - 45" 6'•7" 9'•0" 1'•8" 611" 14'•0".4,01! 1. 0'•0 !1'•!" b.1 1, 48" .4'•11" 2'.5" t'•t" 18'•8" 13'•1" 5J~ 1,111 8'.0" 18'•0" 4,00! 1. 838 ~ 838.11 v V 1
I
J_C" D 1/4" FINISHED FINISHED RADE Y
-~-THRUST = COLLAR
METER STOPS, FIMSHED (BLADE
_ 2 REO'D, FORD 16 3 4 N0. 65 T CAST IRON / METALLIC LOCATOR TAPE
TRAFFIC COVER T -46 1 1 2" FIWAL BACKFILL i ~ / ACKFILL SHALL BE INSTALLED FOR ALL PVC WATER MAINS 18"
BELOW FNISHED GRADE.
y?I~ 1/4" FlNAL BACKFlLL
? 2" 0" i 1/2' = 13' p 5 i/4" UNDISTURBED f SOIL \ 2' = 17"
A' o "Y" BAR .............fir 20 1/8" - ~ D-0 t.
2'-O".._,` UNDISTURBED SOIL - UNDISTURRt D SOIL
"X" BAR. 0.DPIPE _ _ INITIAL BACNFlLL lACKFlLL
. r-0. ,
"A" a H-15535 SOLID COPPER DISCS . 2 READ, MUELLER OR EQUAL 18„ t 67 STONE (SEE NOTE 5)
SPRING LINE 3" MIN. CLEARANCE ~ 3' MIN. CLERANCE C~POt ~Q MINIMUM AVERAGE WEIGHT - I LINE , ' I INfIAL BACKFNl
"g" b ASL ~ ~ ~ ~ ~ FRAME SOlbs. HAUNCWNG CHING PIPE GRADE I
' COVER 201bs. I 4' BEDDMG
E J~ ASTM A-48-60 i 6' 7 STONE
I.D. PIPE REBAR SIZE 'X' BALI LENGTH 'X' BAR WGH1. Y BAR LENGTH Y" BAR WGM. NQ REO'D. 1. SFiAl1 ~ ROCKWELL CL 30 MIN. 6"-36' '-2°+O.D.PIPE 1.043 FT 1'-1° 1.1 185. EA X-24, Y-12 OR WORK WELL UN(~R BOTTOM ROCK B" OA. OF F'WE 8" M/6MUM S21E CLERANCE 8' O.D. OF PIPE 6" MINDKIM SIDE CLEARANCE OIWlp11ERED
48 > + .D. 1. FT 1 - - - 1 1/2" OF PIPE 6' O.D. I ~M ~ ~ 2 LEES SWILL BE uurcuac B t/4" 12" O.D. OF PN'E 12' 4lAXt~t1Y SIDE CLEARANCE 12' O.D. OF PI'E 12' MAXDAUM SIDE CLERANCE
WATER SEWER WATER SEWER ~g ~pEp 12' O.D.I LD. PIPE "A e" B -6-16, 20-24", 30"-36,48'
3. BACKFILL TAMPED IN 6' DYERS. A 48" > 1 -8 1 -6" 1 - ` - 4. 4' YIN. AND T2° VAX. VERTICAL WATER
CLEAR FROM TOP OF METER TO METER 9 3/4" J~ BOTTOM OF METER BOX COVER. ~NNl~
1. SEE CONSTRUCTION SPECIFICATIONS FOR THRUST BLOCKING ON PVC PIPE. 4° OF 67 STONE IN BOTTOM OF 7/g° METER BOX.
2. SEE STANDARD DETAIL U-10 FOR THRUST BLOCK LOCATIONS. 5. fOR 1 1/2" AND 2" WATER METER BOX 1. FOR TRENCHES REQUIRING SHORING 3. CONCRETE SHALL BE 2500 PSf & TRANSIT MIXED. _ TAKEN FROM THE INSIDE FACE OF T INSfAUAT10NS, USE CB SO-4 IES REQUIRING SHORING ANO BRACING, OIMENSIDrIS SHALL BE THE INSIDE FACE OF THE SHORING AND THE BRACING, f~Q~
4. REINFORCING BARS SHALL BE DEFORMED, AND TIED TOGETHER. FRAME AND COVER. 19 1/4» 2. NO ROCKS OR BOULDERS 4" OR U 5. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST 6LOCK(S) INSTALLATION 7R BOULDERS 4" OR LARGER TO BE USED IN RJIIULL BACKFlL. 1. iRENCHES REOURtN1G SHORING AND BRACING, DWENSKNIS Stall BETAKEN fRW1 THE INSIDE FACE OF THE SHORING AND BRACING.
SHAll BE THE MINIMUM WIDTH AS SHOWN ON STANDARD DETAIL U-3. 3. ALL BACKFlLL MATERIAL SHALL 8E S L MATERIAL SHALL 8E SUTNBLE NA11VE MATERIAL. 2 NO ROCKS OR 80ULDERS 4" OR IARGER TO ~ USED IN INITIAL BACKFILL
4. BACKFILL SHALL BE TAMPED IN 6 I 6. BACKFlLL TAMPED IN 6" LAYERS AS PER STANDARD DETAIL U-3. 7. NO REBAR SHALL BE REQUIRED FOR SEWER BLOCKING. NON-TRAFFC AREAS. UILI. DE TAMPED IN 6" IAYERS IN TRAFFIC AREAS, 12" IN 7 AREAS. 3. ALL BACNFlt1 MATE10Al SWLLL 8E SUITABLE NATNE MATERIAL.
5. TO B USED W H CAN 8. THRUST COLLAR MUST BE FACTORY WELDED, ON 80TH SIDES. WITH PVC ANO ASS. 4. BACKFILL SHALL ~ TAMPED IN 8" LAYERS IN TRAFFIC AREAS. 12" IN NON TRAFFC AREAS.
5 3/4" 5 3/4° 17 1/4"
B~IIONA-A TYPICAL TRENCH BOTTOM DIMENSIO' DTTOM DIMENSIONS AND BACKFILLING REQUIREMENTS FOR TRENCH BOTTOM DIMENSIONS 8i: BACKFlLL1NG REQUIREMENTS
THRUST BLOCKING DESIGN DATA FOR WATER AND SEWER MAINS 1 t/2" THRU 2° WATER SERVICE INSTALLATION WATER METER BOX DETAIL 0 OSITE C900• ABS C MP )MPOSITE C900-PVC AND PVC GRAVITY PIPE FOR DUCTILE IRON VITRIFlED CLAY k REINFORCED CONCRETE PIPE.
WAKE COUNTY CONSTRUCTION SEQUENCE SEEDING SCHEDULE
Y~IER BBL ~ .t 1. Obtain eland-disturbing permit. Schedule a preconstruction (REVISED: i-i-66) >n
STANDARD U-25 conference with the Environmental Engineer, Byron Brady BACKFlLL, TAMPED ~ ~ : BACKFlLL, TAMPED (919-856-6195). SEEDBED PREPARATION SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1)
tN 6" LAYERS M 6' LAYERS ' UNDISTURBED _ SOIL 2. Install gravel construction pad, temporary diversions, silt fence, ace, DATE ~ PLANTING RATE i.} Chisel compacted areas and spread topsoil 3 inches deep over
I sediment basins or other measures as shown on the approved ROMWAY TOP aF METER NEEDS TO + - plan. Clear only os necessary to install these devices. Seed wed Aug 15 -Nov 1 Toll Fescue 300 lbs./acre adverse so,l conditions, if available. eed Nov 1 -Mar 1 TgII Fescue and Abruzzi Rye 300 lbs./acre
BE WITHIN B' OF SURFACE ~ temporary diversions, berms and basins immediately o er e 'a , I construction. Completely drain the two ponds by pumping. - cue 300 lbs./acre 2•) aP the entire area to 6 inches depth. Mar 1 Apr 15 Tull Fes
DOLE CHECK VALVE - PAEYEN11011 Install a rock check dam below the two ponds and breach the LOCKABLE the Apr 15 -Jun 30 Hulled Common Bermudagrass 25 lbs./acre 3.) Remove all loose rock, roots, and other obstructions leaving Jul 1 -Aug 15 Tall Fescue aid 125 lbs./acre surface reasonably smooth and uniform.
VALVE 24' DEMCE ~ OETAR. ~Y4, _ ~ plpE dams to the depth of the existing bottom of the ponds. - - PIPE - 3" MINIMUM Stabilize the breach with filter fabric and rip-rap, and ensure N0. 67 STONE PIPE GRADE any outflow from the ponds will go through the rock check dam. ***Browntop Millet Q 35 lbs./acre 4.) Apply agricultural lime, fertilizer and superphosphate uniformly trdam. ***Soryhum-Sudan Hybrids 30 lbs./acre vnd mix with soil (see below*).
TO ONE SIXTH 3' ~ 87 STONE ~ VERTICLE HEIGHT PIPE 5.) Continue tillage until swell-pulverized, firm, reasonable uniform SLOPES (3:1 TO 2:t} seedbed is prepared 4 to 6 inches deep. nmental 6.) Seed on o freshly prepared seedbed and cover seed lightly with
4'-0' IRN. TxP. CRR& WATER SERMCE 3. Call 919-856-6195 for an onsite inspection by the Environmental BACKFIL TAMPm q1 8' LIFTS AT-PROPERTY UNE Engineer to obtain a Certificate of Compliance. DATE ~ PLANTING RATE seeding equipment ar cultipack after seeding.
o o CUB D C~ C 4. Begin clearing and grubbing. Maintain devices os needed. Mar 1 -Jun 1 Sericea Lespedeza (scarified) 50 lbs./acre & 7.) Mulch immediately after seeding and anchor mulch.
I ( I I SET BOX OM Yx 4' CONCRETE BPoCKS. (FLAT BOTTOM) (ORDINARY BEDDING) Rough grade site. Mari r 15 Add Toll Fescue 120 lbs./acre ( - AP ) B.) Inspect aIT seeding areas and make necessary repairs or reseedings (Mort -Jun 30} r A d Weeping Love gross 10 lbs./acre within the planting season, if possible. If stand should be over
5/8'd2' COPPER SETTER YEIFR YOKE 5. Install storm sewer, ii shown, and protect inlets with block and gravel inlet controls,. sediment. traps or other approved. (Mar 1 -Jun 30) or Ad Hulled Common Bermudagrass 25 lbs./acre 60% damn ed, reestablish fallowing original lime, fertilizer and L Jun 1 - Sept i Tall Fescue gOQ 120 lbs./acre seeding rogies.
/4 THE K SOFT 1Dm15RA~ED ~ ~ measures as shown on the plan. Begin construction, building, etc. PPE NO JONTS OR CWPL1NfS ling, etc. ***Browntop Millet or 35 lbs./acre g,} Consult EFS Environmental Engineer on maintenance treatment and ***Sorghum-Sudan Hybrids 30 lbs./acre fertilization after permanent cover is established.
BACNFlLL TAMPED - CORPORi11fON COLX( IN 6" LAYERS ` BACKFLL, TAMPED 6. a ache ae OfW1 Oro brougDt up to ikiMl yIGdR WNA IN 6' LAYERS YOpObOdOR, PaYtI1G, dlddl GFINLgt, DEC. Sped and mlrleh daMlded Sept 1 -Mari Sericea Lespedeza (unhulled-unscvrified) 7D lbs./care Nlded ~ Tall fescue 120 lbs./acre APPLY: Agricultural Limestone - 2 tons/acre (3 tons/acre in clay soils)
- area MtlldL IMhen jib) dap of oanpidbn of any ptLaM CONCtaEIE BRlgf tN10ER GIXPORAIKIN 1.) WATER METER AS MANUFACiIMiFD BY - (Nov 1 -Mar t) ~ Abruzzi Rye 25 lbs./acre Fertilizer - 1,000 Ibs/acre - 10-10-10 Superphosphate - 500 lbs./acre - 20% analysis
COCK FOR SIPPORT - _ - ~ • SQISUS. OR NrT1UNE B1 ACCORDANOE UNDISTURBED WITH PART SEVEN, II, I ~ 7NE „ ~ i 7. When construction is complete and all areas are stabilized Consult EFS Environmental Engineer far additional information concerning Mulch - 2 tons/acre -smolt gmin straw
VATERIAL SPECN•10A1KXi FTAtWAIEA. / SOIL ' CLASS 2000 CONC. completely, call 919-856-6195 for on inspection by the 2) IdUQMLIM DIRECTI011 TAP SRE ARE WgM,ATED _ 4" ABOVE PIPE Environmental Engineer. other alternatives for vegetation of denuded areas. The above vegetation Anchor -Asphalt Emulsion ®300 gals./acre rates ore those which do well under local conditions; other other seeding
N PART NHIE, M, H. PIPE PIPE SPRINGLINE PIPE rate combinations are possible. IMPORTANT: Sivpe StabiDation Requirements ' ***Temoorarv: Reseed according to optimum season for desired 3:1 and Dotter grass
3, METER BOIL 10 6E LOCATED RI R/If JUST PIPE GRADE N0. 67 STONE 8. ff site is approved, remove temporary diversions, silt fence, ) WT5f1E PROPERTY UNE N0. 67 STONE sediment basins, etc., and seed out or stabilize any resulting bore areas. All remaining permanent erosion control devices, mq ermanent vegetation. Do not allow temporary cover to grow over 12" in 3:t to 2:1 shmbs and vines es, P 2:1 io 1:5a rip-rap
4.) PATEN THE CRADE CHANGES, A COPPER such as. velocity dissipators, should. now be installed. AESETiFR CAN ~ USED TO AlIA1ST lO PROPER height before mowing, otherwise fescue may be shaded out. Steeper than 1.5:1 retaining wall
CRAB. 3° MINIMUM 3" MINIMUM a~ B A 9. When vegetation has become estobi'~shed, call for o final site ;te
FlRST CLASS (ARCH ENCASEMENT) inspection by the Environmental Engineer, Byron Brady. ( ) Obtain a Certificate of Completion.
i ~ SEE STANDARD DETAIL U-3, FOR TRENCH
0 o s BOTTOM DIMENSIONS FOR VARIOUS TYPES OF PIPE.
STANDARD BEDDING DETAILS FOR V.C. AND R.C. PIPES
SHEET NUMBER DER CML ENGINEER SHEET NAME
PROJECT NAME DEVELOPER REVI I N PROJECT INFORMATION SO S
DRAWING SCALE
N0. DATE DESCRIPTION NOT TO SCALE
PROJECT MANAGER: RJB
n ~
V V^ 1
DRAWN BY: AN HAMPTON PARK SUBDIVISION PLAN CONSULTING um I
""M°"E°BY`~ 12620 PORT CHESTER PROJECT FILE: BR3E20051077 ESTER COURT 2805 Tobermory Lane Raleigh, NC 27606 DATE FINAL DRAWING - FOR
(CLUSTER SUBDIVISION) RALEIGH, N.C. 276 WAKE COUNTY PIN 0665-73-5342 PHONE: [phone].C. 27614 Phone No. [phone] 10-17-03 REVIEW PURPOSES ONLY
9-291-5517

-
S y~ _ _ _ _ TOP ELEVATgN OF SFORfAWATQt NOTES r w _ Locafbn - DIaNlage1Dreatage~Ratialaljbterlsily 010 I fSbpe~4tannalgs Sale Side Dapth o0,_Ar~ W 1 Wetted 0 ~ _ VelocAy i CommaR L- - t -
Y/WAABLEE AB OIECRB BY nE nKfER - - - 0.5'-i' 50' MIN. ~ BIJT SlFFN7ENT TO KEFP 1. PUT SILT FENCE OR 1REE PRG WASHED ~ ~ SEgMINf ON 511E TO ENSURE CONSTRUCTION EN ~"6w Area ! Area C n r _Sbpe Sbpe Flow I Fbw erimater SILT FENCE OR 1REE PRO1FC110N- FENCE UP -f--- . NSURE CONSRa1CTI0N ENTRANCE Is USED. " isA ! fac) ' Inlhr) , (Ifs) (9t)_ i 1 2:1 ~ (Its) Ips)
~ A 2 IF CONSTRUCTION ON 7HE SID ~ ~ r _ - OHSTRUCTiON oN AiE SITES ARE ~1CH TNAT
yNhgi, DFSIDN ~ ~I I WAYS E%ISIMG SLOPE D1E SR1D IS NOT REMOVED BY wB.S 1~ 2'-3' STONE TO BE USED LNG OVER 7HE STONE, 1HEN T AR1D IS NOT REMOVED aY THE VEIMCIE TRAVil- STEEP CUT OR FlLL SLOPE - - Sta 13+00, A, D 19982 i 046 0.5 ~ 7.2 -1 7 ~ 2_50°/4_ 0035. I 4 , 3 _ 0451 0.7 L3.28_ _1 7__ 24 ',grass ok DYER THE STONE, THEN THE 11RES aF THE -
r ORAINAq: AREA WBR ~LENGIH FABRIC RNLROAD 25' DR IMDTN OF VEHICLES MUST BE WASHED 8 (ACRES) (FYJ PASS 1 RIP-RAP - -FILTER E105TtiG (SURGE STONE OR PROPOSED STREIT, PUBLIC ROAD. m 1 4.D yA~ RON)WAY ~ ,BALLAST) WdCHEVER IS CLES MUST BE wASHEO AFORE EMTEPoNO THE Sfa 14+50 A R. 36246Y 079 0.5 7.2 2 8 -2:50;6 ~ Q035 ~ 4 ! 3 0.53 I 1.0 3:86 y 2.7 ~ 27 _,_6egln S751ming Sta 15+50 A K 38125 ; 0.88 0.5 7 2 3 2 4.ODak ~ 0035 4 3! 0 52 0.9 3.7g f 3 2 i)C ROAD. .1 E MAX I-- ~ ~ _ - 1 I , , 34 __`be9mSC1501ining- 2. ) Sta. 16+75 A h 71751 1.78 y 0_5 1 7 2r 6 4 4.00% 10035 _ 4 3 068 ! 1.6~ 4.92 6 4 4 0 I m n
2 8.0 3. IF A PROaECi CONTINUES TO av~oE 3 8.0 ON TO THE PUBLIC ROAD, THE - -I--- ~9 P~P_----- pRO,ECT CON1alUES TO PULL MUD AND DEFDt15 - A _ _ _ _F ~ 1. _ - _ 2.2 5.79 9 9- - - 4 5 ,dPr~P ISta_21+25 A, N. 120246 276 0.5 7.2 99 14.00% 0035 , 4 3 0.80 ~ _ - f0 THE PUBLIC ROAD, THE GOVEI~9NG AU1HORriY ~ ~ 1--- - sreeu~ au~aa nlra+ - - - ~ _
4 10.0 VALL CLEAN 1HE AREAAND.W 5 120 ~JDE NEW I~SPONSBLE PERSON As wrR CLEAN THE AREA AND -MVOa1E 1HE FINANCIALLY ~ _ _ >ONSBLE PERSON AS 114~CATED ON TFE FlNANCUL ~ 818+50 A R. _ 12414 f 0.28 0.5 7.2 1.0 4.00% D.035 _ ~ r - ± i - - -5
L1 gNENSIONS SHORN ARE MRINNIM ~ RESPQN~un FORM. ~-.EXISDNG SLOP6~ y~ aalSrenlnFORM. CROSS ~C1TON NEralc iSt 1-- -----~-___!___4 ~_3-_- 033 _ 0'4 2.40 j 10 2 bagnS75 1 ! 4 3 0.41 0.6 2.99 17 29 7 Sia 2i+25 A R. 20527 0 47 0.5 7.2 1 7 4.00% 0035 1 _ ~ , - - - -t - - - _ ~ ~ r - - i
' HENiiT g W~1H 11ETERNRN:D Err - } - - ~ - 1 - ~ ~ - - ISta 11+W G R 26144 065. 0.5 7 2 2 3 200% 0035 4 3 0 53 i 1.0 3.82 2 3 2 4 n S75 _ L 1- t _ I - r- _ ~ r --1= - ~ - - ~ dining
~T ~W E7DSnNG TDPOGRAPNY AND sEDH,&NT STORAGE t~glNlED. Isla 12+75, C, R 72906 167 i 0.5 ~ 7.2_._,,_6 0 ; 2.00°k i 0035 ; 4 ~ 3 0 75 2.0 5.46 8.0 ~ _ 3A _ (S7 I -T ~_I ,
~ VAR~S - - ~ -KEY RIP RAP RITO 1HE DAN - - u - ' - - _ T ~ J-- ~ - !Sta 19+50, C, R 12385 ! 0.28 ! 0.6 7.2 12 1 3.50% 0 035 i 4 3_ 0 37 0.5 ~ 2.70 - ~ ~ 2 12 5 lbegln ST5 Krung UPSLOPE TOE POSITIVE GRADE 1.Ox MAK i - _ rt I ~ Sta 20+5D G, R 12366 { O 28 ~ t 2 .end S751
SRII POSt FOR STABIUZADON. Ilakll Bwi.FABNC - - NEW q u_. 0.6 7 2 1 2 1.30°h D D35 4 3 0 27 D.3 i 1.97 i 0 3 , -r ~ fi-- - ~ -I- -r ~ ~9 15' MIN. NEW CONSIRUC110N ~ ~ iv,St82T+Z5, C, R 33294 0.78 ' _0._6 Z2 _ 33 1.30°h , 0035 4 3_ 065: 1.5 x__4.74_._ 3.3 22 '~~grass ok T_ _ - ~ ~ 'r--- v - i - - - - _
a.Tte+rF AEBa1111E iAWYC _ 6'-1' 35' MIN. 15 MIN. fE91E ` ` ' - - ° E>aS11NG ROADWAY SID€ SLOPES - ~ ~ I--- 1 MAX. Sta 14+25 C, D 12067 0 28 0.6 ~ 7.2 1 2 3.5096 003:,, : 4 3 _ 0 37 0.5 2 70 1 2 2 5 begin S75 fining - - 2 ( )
-USE SLT FlDILE ONLY WiIEN DRAINAGE AREA 5 ~ • 13 y : . ~,a; -KEYED RIP RAP DOES NOT EXCFID Y/{ AOAE AND NEVER B1 ~ RU. SIDPE FOR REPABt OF 50.T ~ 1 , pa:_i3 AREAS aF CONCEAIRATED FLOW ~ FENCE FARIRiE$ USE > _ r'i~~.... 6' MN. 1.3096 0 ~ 4 3 i - 12' Mal. ~ 'Sta27+25 C R. 180659_ 52 j. 889 177 34 ',S7E hmngok * ? ~ ~ ~ ~ ----r- r \ \ , 4.1 0.6 i 72 178 ~ ~ _ _
Ha 37 WASHED STGIE. 1 - -END OF SAT FENI# tl&DS TO BE 1U~1 UPHILL. fOR WCf11 SLT -+57 WASHED STONE ~ ~ ~ ~ ~ ISta14+00 D R 19453 045 0.5 L 72 16 200%' 0035 --4 3 050 0.9 3.64 2.0 23 beg,nSC1501ining _ Z - 1.1 4.04 4 3 ~ 3.9 beg n riprap
' QIADE FENCE IS PROIECIBNI CATCH BASEL Sta 12+75 D R 51402 ~ 1.18 0.5 2 : 4 2 5 00°k 0.035. 4 3 056 - I _ _ - - • ` - - - ~ ~ 2 5 _ begs SC1501h1ing Ste 15+50 D R 23,997 055 0.5 7.2 2 0 200% 0035 4 3 0 55 1.0 3.97 2 6 STEEP CUT OR FlLL SLOPE I_-- --L - - - _
y e• wa aAFR FRONT VIEW ~-FAEDNC UNDER SITNIE aAR san - SC 150 hnm Sta 46+00, D, d - 43102 ! 0.99 0.5 , 7 2 3 6 ~ 4.00°h 0035 4 3 D 55 I ~ _ T _ _ ' - 1.0 3.97 3 6 3.5 -9 Dk- -
~ ~aol~t ~ RE•A9ON5 ~81C CROSS SECTION RENSIONS dRECIFD Br BAWFBt • ~ff DE ~'E DATE P11gT DAff D~DON + NWE eaena STEP SEQUENCE DESaDVnoN Sta 14+00, D, M 8595 0.20 0.6 7.2 0 9 4.0096 0035 - 4 3 0.32 ~ 0.4 i 2.35 0.9 7- _ 2.5 ',:beg n S751inmg--- PIAd_YlEl~ - - -
,z-e-ao sa rep[ m:NCR SIDE NEW r00 sru.n awn arA
6 CONSTRUCTION ENTRANCE TEMPORARY SILT FENCE 1 CHECK DAM STANDARD 7 DIVERSION DITCH 9 ~Yers~~~s~gn --I ---I _ r _ _,I-_
~ ~ -i
I10-year intensity _ - _-_7~dhr 1.- - _ 5.761irdhr -
I ' 1--- - I
Level Spreader Gden~ - 13~feet Per 1 cis 'MoOifred Cratena 5lfeet per 1 cis '
_ 1 _ - J _ - -
i - UPSTREAM ETYI aF - - sroRM ORIUII OVAAFLOW r'tNWAi9BNG r-C1R4CREtE BLOCK Location Q10 Q2 L of level. Spr~deT f - '-cDNL72ETE BLOpc ' -(cis)--
1 TEMPORAIIY' SiLT DITCH TD~ ~ USED VHERE lOE ~ FILL SLQ'ES E%CEEDS 3 FEET IN VERTICAL IfIC,H'r i __.__-_r ~ - ! o I - --i
F. - - - - - ~ - - - '1 1/3 PIPE o AND ALONG STREAMS TO DJTERCEPT FLDW AIOJ/nR DIVERt TO A C@1TRLLLED UITLET, I ___-I - - ~ i
TYPICAL. RIP RAP CHANNEL o o gAAEffR I • 2/3 W• ~ t o / u ao • ~ - 2 SIC7 SFIALL ff REdlOVED WHEN SD.T llITCH IS OIE-HALF FT1LL Street A~ Lt i 21+25 ! 9 "9 7 9 40 i _ ~ _ a° ~ ~ Street A ~ Rt 21+25 t 17 136 ~ 7 . ~
~~s ~ b ~,~J`~ ~ 3 DITCH SHALL BE RECpISTRUC1TiD WHEN DAMAGED BY EOUD'NENT OR COVERED BY FTLL. t I _-L-- ~ - r ----r I I
~ 4' to 12' 7 _ o 18' BURY BOT[ON i` ..i _ og~ 0 Q 1 StreeiC { Rt. 27+50 3.3 _26 ~ 13 ~ i
8' - OF PLYW000 " r~Ili-iI, JG~~-,I'!t_ ~-il .I I ~ I o - - - 4-FlLTER FABRIC qt I I ~ ~ ` o - - - - - ---1- ~I o - r MtiL = ~ 1, I Street G __LL _29+50 T 18.0 14.4 I _ 72L_ _ I
i cRAVEI. BEOgNG gtA4ELFBEtAING ~1- - - - - - I _ ~ V V 3/4' LxTEalat- Da~„~1RUCnoN SPEaFlCnnONS , o ~ 9U~ ! -i I~% WASTE MAIERiAL-C~IPACT, _ - =i h vAR. ~T ~Annc~
_ TRAPEZOIDAL NOTE ALL PARDALLY COI~lE1FD STORK ~ s ~ c~ SHNl BE PROTECTED A 7FE ETR3 1. LAY ONE BLOCK dl. EACH. SIDE OF THE STRl1C1URE C APEn.UYBULTD02ER. DAY M ACCORDANCE VAiH THESE t~°4n%U.~'a+ 0 0.~ ,_I~_ r 1a _ _
~ ~ D~E-ruLS S1EEL FENCE PLYWOOD INLET PROTECTION ON NS S~ IN THE BOTTOM ROW TO ALLOW POOL BSITEt. f~ DRAINAGE. THE FWNDADON SHAAD BE EXCAYAtED ~ _ I I Tem D.A. i 010 < Tem S_ Drains=> ~ - potary i _ P ~ r VAR, I
TO BE L15ED Wry EXCESSNE SIDRMWAiER ~ AT LEAST 21NfNE5 BFlOW 7HE CREST dF 1HE STORK - VELOgTRS PROHNRT VEGETATIVE l1ERNGS. - UP511ffAN END OF - OVERFLOW DRAM. PLACE THE BO770M ROW OF BLOq(S AGNNST ~ SiORM DRANJ ~ THE EDGE OF 1HE STORM DRNN FOR LAiERAL SUPPORT L 2:1 SLOPE, GRAVEL f+L1ER - ~ ..I I I I=1 's' - r =1 I i=1 I I=l I I~I f L=1 I I=1 i I=i ~ I= Beam ~ ' (ac) ~ (Its) , Number , Dia. Inches) ` I1 i - ratAVEt FILLER (iTi I( u ~ ~ ~ i (II ~ I n-u n_-u 1-~ n-~ I ~-I n-n i-iii i ~ I _ I 6LDPE. - ' I~.l! I_ I I 1=1 I I - - - -
W Siff OF STONE IN15F B BY AND 10 AVgD WASHOUTS MHEN OVERFtOW OCWRS. APPROPPoAff DESMN o it o ~ IF NE7>;m, qVE LITERAL SUPPORT TO SUBSEQUENT - - -j II o o ROWS BY PUCING 2 X 4 MDW STUDS 7HRg1GH - - ! 1 I 2 76 9 9 -18--- -111 _ ! I I,- _ 2 _ 0.47 1.7
- d - DNENSIONS fqi d 4 W YA10ES ACCORDING I ~I 1/3 WpL BI.Oq( q'FANNGS r-WI~ SCREEN 11 II n r-MIAE SCREEN IB,~ 3---+ -2.00-~_' ~=2--r - - --t--_-
TD pEgQN, II li a ~ a gAMETTDt I n u 2. CAREFULLY FlT HARDWARE a01H OR COMPARABLE ffNPORARY SEDIMENT ~4' to 1Y ~ ~ ' WdiE MESH WTH 1/2-8lgl OPENINGS OVER ML POOL rp~VA~ -4 4.15 17.9_ _ 4 - 18 ' r-OEkATERNO - 5- ' 0.76 - 3.3 - 1 - -18 -
18'1 RP RAP DEPiN A5 PER OES6i1 OR REFER ro „ °oo _ ~ 8 uo ~ BLOq( OPEFNNGS TO HOLD GRAVEL. IN PUCE 8' -FlUER FABRIC OR T - - - T CROSS s~enoNg~ yIEW
WASHED 510FE FlLTER , ~ 3. USE CLEAN gtAN:l, 3/4- TO t/2-INCH IN j cRAVa eEDDraG TABLE ACROSS PIS RAFT OF THE BtAq( ON A E:1~SLOPE OR FlAT1ER AND 1~ p~° _ 16"
_ I RIP RAP DEP1H~ , _ ~ ~ r! ~ _t~ I ~ ~ sN00TH IT TO AN-EVEN gtAOE DOT ~7 WASHED 2' NAIL c rSTONE CLAS51flCATION _ ~ ~-I I ~ I , i ~ I IH I ~ ~ STORE Is RECaMME~oEO. "'-a a 1
(SHAPED BY MOTOR GRADER) ~ A . - - - - - s• ~ ~ ~ _ - _ • ie^ ~ t ( ~ ~ I~I -~i ~ I I - ~ I . B - - _ HARDWARE aoTH I . I -I I,-.. r _ ! INIIE 7WtT Atl 191ptARY 011910115 9NALL BF 9~L®/MILd~ - r REN90NS M1:pATFlY AFD31 TNEY AAE COXSIRUCIFD.
REVISION CLASS 1 - 24" y _ REW90N ~ ~ ~ AEVI90NS St~YAENT ~s~' i . DAff DESCRW L CLASS 2 . . I .24 -3fi J DA DESCRIP ~ ~ ~ DAff DESCRIP110N ' tE DESCRN471fIN
STONE FILTER INLET PROTECTION
T CTION 10 PIPE INLET PROTECTION PLYWOOD AND STONE) 12 BLOCK AND GRAVEL DROP INLET PRO E RIP RAP LINED CHANNELS OTECTION 13 TEMPORARY SILT DITCH 15
(i^7 ~;us~~.~Yrww ~~1FIiaTtoNS
~ ToPOF BERU r.B• PRF,~QAND11r1 b~ PIPE ok v i RA+N_ ~a.r_ ^,.~iK4r-P_ o nrte-t»; yr.nt;uv r~. R;t>r / lr-.nvE
1/2 DIAMETER OF PEPE COARSE AGCREGAff EARiH FNl C04tAED BY CAP TflP flF PIPE b' PN: flR S,P~ (a ,l, ypar~ Lro1Y~KM Au'a ~wa'leu, t.~~irr, r
OR 72' WiRdEVtR IS e' DEEP ~ Al ROq( T©P ELEVATION t7F STORM WATER d~ PpC RISER WiTN SLOTS diEATFR Dwelsim I+- ml~ it Isand o'.er inlcl fhk0~,..,.. s~s~Slf -I' 2, L+~! ~G IN .5 6'ib(~G ERE4 Y`•i TERN .q5 5'~Wh1 w1 Tk} '31iCrfiS
FLIER FABPoC i' FLOOD STORAGE ZONE ~ / 7., 7.5 f47 Hodda\nn etehen.°i,'<•sysc~~' T :~~Yl`ro ",SstRY t,c,wNg- ~cN c7rrit=R. RtPRIW ~ ''":17?. I.
~ TARP E'~ ' R~RAP _ _ I d I IIII 3-~wra -AN4~' Eros tA~.se 3 cI.T'Intr rv):S' ae r^A~t.'rt~~
! I-1 I I-1 I I-° III-i ~ ~ , ° ~ , t0' spa~n6 pp ' I+ Ildm l,h... . fK~ 1 - , r. Ili~~ 5. fin.L 500 'tu i=srnwlq~ F,Rrn 5a~ c.u,rxr.
-1 I ( - (I ! 3' SEDIMENT STORRGE7ANE EMB®iB' ~ ~ _ ~ ~ 4' PVC (N081d1'>>? - ~;I°~
CAPAgnUFfNPECULVERTS--~ ~-rill '-DTI-~ iIARED ENO ISOMETRIC NEW TOGETFiFR =BANK FULL FLOW '~:-;;~OW~ ` SECTION D VIEW 4larugrt~l ~ IKarnrH I4,r:_ scn. Is w~!' rc. a¢r~„' -i' e}r+.ow ,I,r sm.
ELEVATION r EARTH Flu COVERED BY : IARgE ANGULAR ROCK ~ 1,5' MAX: SE0111t3{iF l>E•ATII PP'n Il,l~ c. q.4'L''? ~lr I`"bl3l~ i}tVT4L '~P "rzKBS TSC~T~, T~ nt ' v~_ ~ li ha~Jvunu4aeJ
P TARP EXTENDSTDTI)EOF BApfSLOPE COARSE AGG~6Aff -1 A A ti --111. ,St Fer.f
O O OG~00 .'YY' z4io ..(y~ i I a44n1 I
00 0 ~6 `poop op O o,oo, p0o o?-° p a00°o00t~'.gg 00000° 000 °0 008.0000 000 0000 q°° 0°00000.00°00'~ 00~ o ° oa °00 SEENDTEI $~ao ~l~l, - ~ f 15rn `~,17 9~ Y I ml
°c o0°oo..odo °o °°c G0 0°°00~ 0 °00 0 ~0 0 0° i'SWABNEDSTOPIEFLTER 0 00 00°° o0 0.000 °o°oc °0'0'°0 o~o0oad TOTT)POFSL075 a run .1 a r~" ~ - _ ' lust s3Gisn -~1•~. _ _ _ 1l. ,ahj+SS i_,NLFG CuprNh'E~ ~
o ° o° 0 °0 0 00 O O o p 0 0 0o.0'.p 0" o CC CJ ~ 00 00 o SECTION if7MR 9M7~~ N,I~ fILIGII 0 e o ° o 0 00 0? 0 0 do =PIPE DIA nn"~4 6Aa CnmacUai41kmp4r4y d~patln~r.
o°o °0 0 0 °o ° ° ° 00.,0 ° p.°a o° °o 0 0 °o° o°o. La =APRON IENGDi ° 0Qo0o°o 0 0 0p 00 p~ ;°OO 00 pod o 0000 w~ W APRDN WID1H r,~,'~, r.~,::, ao,o rnlrvnCe--tbrr~u:I IY.c °,rAmnty to ehr SUj~ dra'r-o(asraadafd llamd.eltl 1
00 0 00. 0 0 0 op O o 0 0 0 0 0 0° 0 00 0 0 0 000 0 o G, o F~/ 3 X PIPE P AN11 PI/IN -°U o. op ~ o c ~ ° o - c o - ~D o °~i ~ 12 VYEIR t9~TN '~+'+iVyT d =APRON DEPTH seeaanof ppnwtdls nin,Lnmldrndl Inustilosplde f.'"'r8urc 537s'~.Makc ell 1 :n i~a wstcni>;bl. A stuNarJ : s¢t7ion G9lrgmaystnrbp us.~atihe~inli[.
i _ T~ of Lb4M ~ I---- la Temporaq diweroion--Gtnvrdi)',nW an eadlrn>11vp>caqu wilt adksddge. r l I ~i
_ _ PRflT6CTIflN ~DITGI9ANDBURYTARP SLOPE 0 ~pW 25' ; i EDGE {AtInL a2'~ 4 ~hr.:' f6.ld)Iw. 1'n .~N UR kan d"' b14'R d:'nIR MaRC V• 4 3X1141 L7 E DdV4Ct nflx ~ / e tiGg4cu4r P~e. drain rnxhiicx m4nmss14 d15 0 mdatlcxt4 4xMs Mpker
rN:1+sIDNS ~LRwwIN. STRE¢M giANNEL_~. LWAfuuu. J` DALE DESCRW110N 7T)P OF BANK TOP OF BANK p~ r . '"7FF .WnL'cedxni4And'z4npoleYSldn The]oatalpomtoria. Jr ~rcm ntge ar'vdtl to an4n;muanrln aba4r,he apof nr l:nl~wl drm desrgn Dow Ian ~ a~ frG~
NOTE Galy4nzrlkp:p4. ,sr~-.... ~w Dut>etprnl«nmlr-Pc+nr}e,uatottG4sicncdrainfromc~laif{1nctuo- ~s•
1. DRAW DOWN RL4"eR SNAIL BE B' Spt 40 PVC VNiN CLEAN•piJi r(Iy,, ~ d SECTION A-A ~r UNI CAPAND SLOTB. SLOT'S SHALL BE PIACffi 1ffi`YNDE,i'flN f l FAtTRIC UNDERUNER S.Ji,^adcr$raAlxcu0nS4vctnrr), M X
TEMPORARY STREAM CROSSING 11A c>NTERRAaA~AROUNE1wPe+rE~tncALSAwcurszrtaw. r,~. SEE APPROPRIATE SCHEDULE FOR DIMENSIONS CDnstructlD A 4nn4nP9 zaiWR cf 6k'TE dnats It t^@sql bf w2¢r sN4w lit Ilw.wlit alp ' f
2 THETARAt1SED1T)PROTECTTHEiNBRSFiALLBETHEVdDTH ~ a--sing sting 'h4 P~ Tln~ cleaea m~ iren wiso7~ntitmaa`i AAin1t arz x - ~ r $1,'QCIIICat10419 ;:>~tw4slurs:Pmparbsk6itiynmm'9udusdsr'Ae P~."tuwrct.+s:'w91h
SPECIFIED. THELFNOTHpfTHETARPSrULLBEAlxORDIN6 Il~~t 1. Lo is the length of Ble riprap apron. TOAVAILABIESUPPLY.I'FMtJt,TtPUETARP5ARET08EU5E HB 2 d = i.5 times the mmrimum stone d'ameter but elatk nit'm4lcrlal ssd-01~dconrytx(ngirf, iacalfte 6a~rcldCre bra ccLU4: ~A('41.dlcpi;x awd lhn wil nlxll painl9 •ai 146aieW4'6tis ~t4f lai1w4. sa~op+~~c,t~t~~w6TSlrwp PwM1Hl..fc_ v~Yx a+ ti
THEN TARPSSHALLBELRPPFARTiFASY12',THEUPSTRErW ~(P=' ~ not k~es than 6' 12' TARP SIiALI OVERLAP THE DOtANSTREAM TARP, T1IETARP ~ Pvc LTG Ili 1. ?1na t],atNi4,nl nIClltLLflCd5a11 a.'Pi49 CGC133::td Ol~anb4htu~,annd ~ l! X l( t'ftvlJlHG Fh4MA Q116's p'sa:. 1,
SHALL BE 5O MIL IIEAYY DUTY SILVER TARPAUIUIS FQR U.V.. 3. A fiNer blanket or filter fabric should be RESISTANCE installed- betW~n the rgxap and BoB foundation. I 1~ a'~,`!, j~ nvc+x rurtr ~av mlr>sr ~Ig'I 11jS~.~; Iv a e• *e~+c"~ addallry` . .
u~eeurl~y"1 AT AREA dus ~,..9,
CUSTOM BASIN `~*"~PQ~* PIPE OUTLET TO .FLAT AREA 1~oETA~Lr`IG,ED~E NO WELL DEFINED CHANNEL . CHANNEL
F]aSIR1C gtam0 REMOVAL SEQUENCE FOR CUSTOM BASIN
LENGTH = to' 6' WIDTH ~ ~ 45' RIOT 0-50.1s SIZE sTDN ~mY FRaLt auDEr sryl 50' PoGHT OF WAY SECTION 45' RIGHT OF WAY SECTION 1. REMOVE -BASIN STRUCNRES Imo. s
40' 30.a B'p Si01 D~ 1' DEPTH ~ ROMYI~r Wmx aquDEx (YAWMIIQ aololur llonl 2. CONSTRUCT LEVEL SPREADER AT END OF RIP-RAP PAD (SEE DETAIL)
,~1[{~', I4 .EL t t 4" ~ 3. CONSTRUCT TRIANGULAR CHANNEL IF REQUIRED
SWNE W4. ~ E~WAgtASS ~ ~ AND WAl BE KEPT MONK 1: I; :I s 4. STABIWZE SURROUNDING AREA ACCORDING TO SEEDING SCHEDt1LE AND SLOPE SIABILJZATION.
8' OEPiH 3 4 { 3 3 Z 3 1.Y sFA.5A 8' ABC +S srnw e• /iBC NOTE: ALL DISSIPATOR POINTS HAVE A VELOCITY OF LESS THAN 5 FPS.
EROSION MAT BILKED N FOOT BERMUDAGRASS 6HANNETS WITH SLOPES LESS THAN 10% CAN HANDLE VELOCITIES OF 7 FPS OR LESS THEREFORE, GRASS SWALES WILL MEET
1HE REQUIREMENTS FOR SHEAR AT ANY OF THESE CONCENTRATED FLOW POINTS.
LEVEL SPREADER PERMANENT DIVERSION DITCH (TRIANGULAR 5WALE) ROAD CROSS SEC110N (TYP.) ROAD CRI ROAD CROSS SEC110N (TYP.)
i CML ENGINEER SHEET NAME SHEET NUMBER
PROJECT NAME DEVELOPER PROJECT INFORMATION REVISIONS
DRAINING SCALE
NO. DATE DESCRIPTION NOT TO SCALE I
RJB ~ PROJECT MANAGER.
1'1 r1
t../ i
HAMPTON PARK SUBDIVISION PLAN CONSULTING UML
"~°"E°~ ~ 12620 PORT CHESTER CO PROJECT FILE: BRSF2W51017 T 2805 Tobermory Lane FINAL DRAWING - FOR Raleigh, NC 27606 DATE
Phone No. [phone] 10-17-05 REVIEW PURPOSES ONLY
(CLUSTER SUBDIVISION) RALEIGH, N.C. 27614 0.27614 91-5517 11
WAKE COUNTY PIN 0665-73-5342 PHONE: [phone]

_.--------.--Y-._,... . _
m '~r ' ccM / n7 v _ I - _ _ . _ . _ _ _ •._v.. ?195725''% 1 A6
DP AT GLIDE ~ pP (8.05' NORTH OF PROPERTY LODE) CONTROL CORNER 4~ / 1 ~ t nb 1 ~+i9'ZC'31'E u27
p IPS - t N19'ffi'JIrN 29.79' 0 2 94290'16 E 4°.9J I ° + I A9 ~ 1 R4 ~ n3 I
/ r ` - ~ Ip1.~e111 - 1 nl 19 n2 t ~ n7 ~ ND271f41ESe.21', ~:P
si ~ i ~
/ ~ ~ mf ro 610'26 8'E 13A2' ~ •'i N~•: .p , a9 ~m
~ s~ w
i ~l 0116 ~ ~ / s2s,73at 1457 ~ hqt I 12 ~ 6
~ M ~ P et / ~ ~ \ ~ ~'t f IPS qy i P \ 11 t 3 ~ \ p / s
/ 4?, ~ mat /~Q ~ 1I o114 t 1 Ju b ~ ~ / P2 \ 8 ~ g' \ t 5 n / ~ / X13
/ ii 1 - I t K K ~ ` iND2'00'47N ` ` ~ ~ n2 i LPs t ~ \ t 93 \ no / bg~ g
r 9~ n 1 ~7• i at I 0 r ~ ~ 1 ~ o11S y , t ~ ~ t ass ~0 \ y/ K8' C-" I b ~ I \ ~Ti ,~p 0•
I \ I ~ \ ~i`\i i~ Ai4 2 IPS /ice t! \ ~ \ ~ a ~ ~ Q)' IPS I I eti 1 NDrii77'tl'3S•J7 \ Ju A'18.4
I t % ~~,;5 I I ~ \ 1 01 1 1 ~ 1p
S J~ I g Q M t V I x I / ~~'il X1190 0106 Q m 1 I I ~ ~ , a~ are ~ \ 9n Pe I ~ 1 1 Oly l A1S 2
0 ~ I ~ I / m~ 1 1 0 ~ ~ I e1,6~ , O Q I ~ ~ + f ` NOri1'STM U.06' , \ Q10 D9 ~ b d 1
0 ~M m.fab 1 nl ~ t r r m 9° ~ I , N2594i7'il 1206' 5261706'M i460' 1 d ~ I ~ 1 P1° ~ ~ I Ate ` j
7 f qy ? m;'~ m6a , f 1 16'E 21.64' X551671567' ~ o I 8 \ X2006' I \ °i a69 p11 ~ ~ ~ t ~
O ~ ~ r efa I ~ t ~ ~ + i m pr efa ~ ~ ri 97'x116,25 ~ I i ~ ~ ~ ~ t ~ 5 \ 13014
~ t i i v?°~ e117 i I I / t pr mob a1s46,sr13~ 3,,w r I " \ b l3 I ND274'361:26A5' ~ ~ I ~ ~ w d i \ Q4 IS tb / ~ d~• FJP
O , p ~ offs i ~ ens m yob m Mob r ~ I` 4i. / ` ~ N71971SI9 t6aC $'~S ~ I \ygsta'a6'rr 14.29' 610 / ~ An
pi 0105 / 1 \ '~'E; / / \ :t • ~A / \ ~ ~ 1 ~ o' / ASi N295119'E 3667 ~r• N0201Y8'E 21,01' ~ ~ ~ ~ ~ ~ t N41'Otl~7E 26.26' 3 glf ~ 32p)• IPS
/ e119 m 0106 \ ~ 1 2 i ~ 19' ~ A16
~ \ i ;y ~ 3 / ~ ~ V ` X771 N620C07M 1], ~ ~q a~ ~ N4ri5'31'E SA75 `~~1~... ~r~•-. 4227 ~ ~f~ N274417E 419' 4E 27.87 0 \ ~ (3'
~ i i ` ~i. l ~ a75 ~ f ~ ~ ~ \ N36'4729h1 iQ70' 862 N46'46'29'E SR7' 078 ?o ~ 4 N637702'N 1'1!8' ~~~y, / ~ A19 `~w
N26~71e,11' ~ 1Y / cTl \ 1° M~ ~ 54736'JD'E 420D' Wb ~y~y' \ ~ / N24~1'151: ?J.97' ~ ~iY17 ~ 41,Ae• N1S'11' ~
\ N4211'01'M SZt9' \ SS7R71~MGW - ~ ~ M e 100 - I ~ m ~ \ N4t9D'47f 26ar / 37 32 et '7•~e• ~.a~ 7 n,6s ~ PO 609 aA ~i N57S51e'1:10.04 / 9 r,~ ri 327'/0'J7E J1.A0' Z
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\ ~ - ~ / ~
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WETLAND UNIT B ' WETLAND UNIT A
LIIJE BEARING LENGTH ENGTH LINE BEARING LENGTH LINE BEARING LENGTH
B1 N63'40'43"E 19•~ 19.88 827 X72'23'46"E 11.14 831 S89'56'26"W f 8.69 Z
B2 N55'18'08"E 17.82 828 X62'53'21"E 24.98 668 S49'S7'23"E 25.20 17.82
63 N02'51'11"E 6.07 6.07 832 X27'29'44"W 4.24 869 S36'37'17"E i'2•~
B4 N64'10'49"E 13.51 B5 N64'37'05"E 20.47 13.51 833 X7510'01"W 1.73 870 S37'13'14"E 8.99 20.47 834 X03'45'04"W 23.77 671 S291T15"W ;?1.89
B6 N25'02'16"E 20.93 836 S13'54'O6`W 21.68 672 S00'22'49`E :',3.65 0 20.93
87 N73'46'26"E 24.36 24.36 837 S12'36'48"W 26.05 673 29'16'18"W %=4.72
B8 N54'17'52"E 13.77 13.77 638 X65'09'29°W 17.01 874 X71'29'46" "i4•~ SEA ~ ~ 2~~ 839 566'48'33"W 22.06 875 N36'S '15`E ?7.42 J~
B9 N67'28'29"E 29.83 29.83 24.61 640 S3319'49"W 19.52 876 N 8'46'32" 30.61 ~ENF~ ~ WATER c~uAL,T~-
810 N54'36'17"E 24.61 811 N27'27'04"E 11.94 11.94 841 S87'24'12"W 13.40 871 S15'S4'19"W 8.65 ~~DSANDSTORMIY4
812 N61'14'15"E 25.52 842 N0T5T17"W 12.47 878 S05'S6' 1"E 6.45 TER BRAPICH 25.52
813 N37'57'20"E 21.78 21.18 843 559'41'57"W 10.52 879 S76'S8' 8"E 13.87
814 N51'11'44'E 6.31 6.31 644 S36'39'31"W 35.16 880 S6T48'03"E '!7.47 845 X15'44'05"W 43.68 881 23.41
815 N63'41'31"E 39.80 816 N49'08'18"W 7.59 39.80 7.59 8'~ X25'59'55"W 18.14 882 >5.69
817 S51'15'00"W 847 X00'45'12"W 23.12 683 4' " 7.13 THIS CERIIFlES THAT THIS COPY OF THIS PLAT IDENTiFlES AS 30.00
818 S51'29'34"W 35.05 648 " i4.04 884 15.66 WATERS OF THE U.S. OR WETLANDS ALL AREAS OF WATERS OF THE 35.05 X371515 E U.S., INCLUDING WETLANDS, REGULATED PURSUANT TO SECTION 404
819 S70'44'S8"W 3.91 3.91 849 X1019'45"W 9.48 885 15.25 OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON
820 S58'Ot'36"W 21.21 21.21 850 X25'49'33"W 5.30 B$6 4.08 THIS DATE. UNLESS THERE IS A CHANGE IN LAW OR OUR PUBLISHED 32.51 851 X53'55'53"W 18.85 886 5.84 REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION
821 S18'17'04'W 32.51 822 S6712'47'W 19.15 18,15 852 S19'26'28"E 35.86 889 10.73 MAY BE RELIED UPON FOR A PERIOD NOT EXCEED FlVE YEARS FROM
823 S50'55'20"W 14.71 853 S11'22'11"w 11.49 890 5.76 THIS DATE. THIS DETERMINATION WAS MADE U1IUZING THE 1987 14.71 CORPS OF ENGINEERS WE1I.ANDS DELINEATION MANUAL
824 S74'00'02"W 20.50 20.50 854 S11'09'22"E 17.61 891 16.09
625 580'46'12"W 37.78 37.78 655 S25 42'39"E 22.92 692 11.94
826 S30'27'S2"W 22.37 22.37 ~ S00'43'29'E 9.98 893 12.85 B51 S1618'03"E 23.55 B94 13.30 NAME
858 X08'01'12"E 47.17 895 17.52
859 X66'21'28"W 19.08 896 9.54 Tlll'E
860 X07'26'00"W 33.11 897 S02'OS'07"W 13.03 DATE 861 X67'03'30"E 12.21 898 S88'21'S0"E 20.66
862 S23'O6'28"W 5.39 899 N61'06'44`E 12.47 AID
863 S1418'18"E 21.31 8100 X23'34'25"W 8.31
864 S1118'00"E 10.44 8101 X89'56'26"E 9.11
865 546'58'13"E 13.10 8102 S12'09'44"W 14.38 866 S57'43'S4'E 13.47 8103 S51'00'07"W 13.15
867 S20'S5'32"E 24.32 8104 S44'45'43"E 11.57 100 50 0 100 200
629 S66'25'30'W 5.59 8105 S75'40'39"E 25.62
830 S86'25'30`W 34.35 8106 S2310'S7"W 24.22 GRAPHIC SCALE
N
DESIGNED SCALE SHEET NO. _ ~ ~ ~ ~ ~ » " ~ . ~ DATE: AUG 15 2005 Nf1Rl7(1NTA1 '

DRAWN J R &JI SOUTHWIND A' HAMI HAMPTON F'AFiK WE I LANU SUHVtY SW PROD. N 05-0018 ;"=;oo, 1
CHECKED BK SURVEYING AND 201 GLEN ROAD SL ENGINEERING, INC. GARNER, N.C. 27529 SUBDIVISION VERTICAL: DWG FILE p wL-i NSA OF-
PROD. ENG 919-773-0183
DATE 919-773-0148 (FAX)
REV.NO. DESCRIPTIONS DATE S URVEYING ENGINEERING LAND DEVELOPMENT
REVISIONS