20060923 Ver 1_COMPLETE FILE_20060605 (2)

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November 13, 2006
Mr. Richard Benton
RDA Associates
P.O. Box 37759
Raleigh, NC 27627
Subject Property
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Hawk's Ridge Subdivision
Ut to Moccasin Creek [NEU07, 27-86-2, C, NSW]
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0923
Franklin County
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Benton:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.007 acres of 404/wetland, 142 linear feet of perennial stream, and 6,675
square feet (ft) of Zone 1 of the Neuse River basin protected riparian buffer and 3,962 square feet (ft) of
Zone 2 of the Neuse River basin protected riparian buffers to construct a residential subdivision, as
described within your undated application received by the N.C. Division of Water Quality (DWQ) on
June 5, 2006, with additional information received by the DWQ on November 1, 2006, with additional
information received on November 13, 2006. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Number(s) 3404 (GC3404). The
Certification(s) allows you to use Nationwide Permit(s) 14 when issued by the US Army Corps of
Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to
the protected riparian buffers per 15A NCAC 2B .0233. In addition, you should obtain or otherwise
comply with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control, and Non-discharge regulations. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 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] / Intemet: htta://h2o.enr.state. nc.us/ncwetlands
One N Carolina
NaturWill
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
RDA Associates....
Page 2 of 4
November 13, 2006
(Uni
Amount A roved Plan Location or Reference
404/Wetland 0.007 acres PCN Page 4 of 8
Stream - perennial 4
142 linear feet PCN Page 4 of 8 revised PCN
Buffers -Zone 1 6,675 (square ft. PCN Page 7 of 8
Buffers - Zone 2 3,962 (square ft. PCN Page 7 of 8
2. Erosion & Sediment Control Practices
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. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
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 Pre-Construction Notification. 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. No Sediment & Erosion Control Measures within Wetlands or Waters
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. Culvert Installation
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross
section dimensions, pattern and longitudinal profile) shall be maintained above and below
locations of each culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below
the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches,
and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow
RDA Associates /
Page 3 of 4
November 13, 2006
low flow passage of water and aquatic life. Design and placement of culverts and other structures
including temporary erosion control measures shall not be conducted in a manner that may result
in dis-equilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream
of the above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. If rip-rap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed to
adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate
of Completion" form to notify NCDWQ when all work included in the §401 Certification has
been completed. The responsible party shall complete the attached form and return it to the
401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. Please
send photographs upstream and downstream of each culvert site to document correct installation
along with the Certificate of Completion form.
6. 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 (NCG010000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at http•//h2o enr state nc us/su/Forms Documents.htm.
7. Deed Notification
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified
as appropriate to suit to this project.
8. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.

9. Certificate of Completion
RDA Associates
Page 4 of 4
November 13, 2006
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 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 'Of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Tar-Pamlico riparian buffer protection rule as described within 15A NCAC 213 .0259. If you
have any questions, please telephone Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-1786.
AWK/cbk/Um
Enclosures: GC 3404
Certificate of Completion
Sin rely,
Alan W. Klimek, P.E.
cc: Mike Horan, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Jason Payne, S&EC, P.A., 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: 060923 HawksRidgeSD(Frankl in)t01+N B R
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone]. • Fax: [phone]
www.SandEC.com
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
November 9, 2006
S&EC Project # 10345.WI
DWQ Project # 06-0923
RE: Response to the November 9'h Request for More Information
Hawk's Ridge; Franklin County, North Carolina
To Whom It May Concern:
On November 9, 2006, your office issued a letter regarding DWQ No. 06-0923. The November 9 letter
requested additional information regarding the stream classification. Specifically, your office requested that
we schedule intermittent/perennial determination for the stream by Mike Horan at the Raleigh Regional Office.
In response, please note that we made an oversight completing the application by designating the
stream as intermittent. The impact is proposed on a segment of perennial stream; therefore, an
intermittent determination would not be required. I have attached a revised PCN application with
an updated stream designation/classification to replace the one in your file.
Please consider these comments in further review of the application. I trust you will find the application
sufficient to issue the 401 certification for the project. Please contact me at this office or by e-mail
([e-mail]) with specific requests if further information is required.
I cerely,
Jason Payne
Environmental Scientist
cc: Mr. Richard Benton / RDA Associates
Mr. C. Lawrence Vaughan III / Vaughan & Associates
Mr. Monte Mathews / USACE Raleigh Field Office
2006
NV 1 96
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Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 21455
Phone: [phone]
Fax: [phone]
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(it- any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14
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: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information "?' r°Bal
Name: RDA Associates NOV 1 e" Z006 Mailing Address: Attn: Mr. Richard Benton
PO Box 37759 eEfe'R - ?IMTER QUA, IT r
Raleigh, NC 27627 otETUUCS;y?;pSiCR? T,'.;iriZ6I NCH
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jason Payne
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone]
E-mail Address: [e-mail]
Fax Number: [phone]
Page 1 of 8
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: Hawk's Ridge
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 2716-95-2710
4. Location
County: Franklin Nearest Town: Zebulon, Wake Co.
Subdivision name (include phase/lot number): Hawk's Ridge Subdivision
Directions to site (include road numbers/names, landmarks, etc.):
The property is located at the intersection of Stallings Road (SR 1746) and
Hagwood Road (SR 1750), southeast of the intersection of US 64 and NC 39.
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): 35.85145°N, -078.25967°W
6. Property size (acres): ± 65.56 acres
7. Name of nearest receiving body of water: Moccasin Creek. Surface water quality
classification: C; NSW. Stream Index #27-86-2.
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The River
Basin map is available at http://h2o.enr.state.nc.us/admin/mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:
Page 2 of 8
The site is forested, with a small agricultural field in the southeast corner.
Land use surrounding the project is a mix of residential and agricultural.
10. Describe the overall project in detail, including the type of equipment to be used:
The project encompasses the construction of a residential development. A
stream crossing accounts for the proposed impacts. Heavy equipment
typically used for grading and excavation will be utilized for this project.
11. Explain the purpose of the proposed work:
The purpose of the proposed work is to construct a residential community.
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.
S&EC was retained in April 2006 to determine the approximate location of
jurisdictional wetlands and streams on the site, and to delineate streams and
wetlands within the vicinity of the proposed impact. Only one potentially buffered
feature existed on the relevant soil survey and USGS maps. S&EC determined
that this feature is buffered throughout its extent on site and was not contested.
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.
No future permit requests are anticipated for this project.
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 8
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:
The proposed impact to jurisdictional streams and wetlands allow for
construction of an internal subdivision road. Impacts are as follows:
• 142 linear feet of stream
• 309 square feet of wetlands
• 3,962 square feet of buffer in Zone 2
• 6,675 square feet of buffer in Zone 1
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh,
100-year
Floodplain
Nearest
Stream
Impact
(acres)
(indicate on map) herbaceous, bog, etc.) es/no linear feet
1 Fill/grading Riparian No ±20 0.007
Total Wetland Impact (acres) 0.007
3. List the total acreage (estimated) of all existing wetlands on the property:
The site contains approximately 3000 square feet of jurisdictional wetlands.
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
Perennial Average Impact Area of
Number Stream Name Type of Impact Stream Width Length Impact
indicate on ma Intermittent? t? Before Impact linear feet acres
1 UT to Moccasin Creek Culvert Perennial ±4 feet 142 0.013
Total Stream Impact (by length and acreage) 142 0.013
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 Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
NA NA NA NA NA
Total Open Water Impact (acres) 0
Page 4 of 8
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.013
Wetland Impact (acres): 0.007
Open Water Impact (acres : 0
Total Impact to Waters of the U.S. (acres) 0.020
Total Stream Impact (linear feet): 142
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): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed impacts for the road crossing will allow access to an otherwise
inaccessible, and therefore otherwise unusable, portion of the site. Alternative
crossings would result in impacts of similar or greater magnitude.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 5 of 8
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
btip://h2o.enr.state.ne.us/ncwetlands/stringide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The proposed impact does not normally require mitigation. Therefore, the
applicant proposes no mitigation of resources lost to the development. If
mitigation is required, the applicant will request payment to NC-EEP.
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/wo/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): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
Page 6 of 8
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B.0259 (Tar-Pamlico), 15A NCAC 0213.0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 6,675 3 0
2 3,962 1.5 0
Total 10,637 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B.0242 or.0244, or.0260. ------------------- NA-----------------------
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
Page 7 of 8
the property. If percent impervious surface exceeds
demonstrating total proposed impervious level.
Impervious surface for this development is - 20%.
not required. Supporting calculations are attached.
XII. Sewage Disposal (required by DWQ)
20%, please provide calculations
Therefore a stormwater plan is
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.
The development will utilize individual lot, on-site wastewater treatment. The
county will approve permits for each lot.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
We have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water
Quality Certification and Isolated Wetland Programs" document prepared by the NC
Division of Water Quality on October 3, 2002, version 1.6. The draft states that most
residential subdivisions are unlikely to cause cumulative impacts. The Woodlands does
not meet any of the three criteria of private projects that can clearly result in cumulative
impacts. We anticipate that you will advise us if a qualitative or quantitative impact
analysis is required.
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).
119106
Applicant/Agent's Signature . Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone]. • Fax: [phone]
www.SandEC.com
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250 E
Raleigh, NC 27604-2260
RE: Response to the November 91h Request for More Information
Hawk's Ridge; Franklin County, North Carolina
To Whom It May Concern:
November 9, 2006
S&EC Project # 10345.W1
DWQ Project # 06-0923
On November 9, 2006, your office issued a letter regarding DWQ No. 06-0923. The November 9 letter
requested additional information regarding the stream classification. Specifically, your office requested that
we schedule intermittent/perennial determination for the stream by Mike Horan at the Raleigh Regional Office.
In response, please note that we made an oversight completing the application by designating the
stream as intermittent. The impact is proposed on a segment of perennial stream; therefore, an
intermittent determination would not be required. I have attached a revised PCN application with
an updated stream designation/classification to replace the one in your file.
Please consider these comments in further review of the application. I trust you will find the application
sufficient to issue the 401 certification for the project. Please contact me at this office or by e-mail
([e-mail]) with specific requests if further information is required.
i cerely, p
Jason Payne
Environmental Scientist
cc: Mr. Richard Benton / RDA Associates
Mr. C. Lawrence Vaughan III / Vaughan & Associates
Mr. Monte Mathews / USACE Raleigh Field Office
St's-3'?tC..eyt
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
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
Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information p
Name: RDA Associates
Mailing Address: Attn: Mr. Richard Benton NO V i 0 2006
PO Box 37759 tarn VV TER ?jG }
Raleigh, NC 27627
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jason Payne
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Pagel of 8
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: Hawk's Ridge
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 2716-95-2710
4. Location
County: Franklin Nearest Town: Zebulon, Wake Co.
Subdivision name (include phase/lot number): Hawk's Ridge Subdivision
Directions to site (include road numbers/names, landmarks, etc.):
The property is located at the intersection of Stallings Road (SR 1746) and
Hagwood Road (SR 1750), southeast of the intersection of US 64 and NC 39.
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): 35.85145°N, -078.25967°W
6. Property size (acres): + 65.56 acres
7. Name of nearest receiving body of water: Moccasin Creek. Surface water quality
classification: C; NSW. Stream Index #27-86-2.
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The River
Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.1i
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:
Page 2 of 8
The site is forested, with a small agricultural field in the southeast corner.
Land use surrounding the project is a mix of residential and agricultural.
10. Describe the overall project in detail, including the type of equipment to be used:
The project encompasses the construction of a residential development. A
stream crossing accounts for the proposed impacts. Heavy equipment
typically used for grading and excavation will be utilized for this project.
11. Explain the purpose of the proposed work:
The purpose of the proposed work is to construct a residential community.
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.
S&EC was retained in April 2006 to determine the approximate location of
jurisdictional wetlands and streams on the site, and to delineate streams and
wetlands within the vicinity of the proposed impact. Only one potentially buffered
feature existed on the relevant soil survey and USGS maps. S&EC determined
that this feature is buffered throughout its extent on site and was not contested.
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.
No future permit requests are anticipated for this project.
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 8
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:
The proposed impact to jurisdictional streams and wetlands allow for
construction of an internal subdivision road. Impacts are as follows:
• 142 linear feet of stream
• 309 square feet of wetlands
• 3,962 square feet of buffer in Zone 2
• 6,675 square feet of buffer in Zone 1
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and floodine.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) es/no linear feet
1 Fill/grading Riparian No ±20 0.007
Total Wetland Impact (acres) 0.007
3. List the total acreage (estimated) of all existing wetlands on the property:
The site contains approximately 3000 square feet of jurisdictional wetlands.
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
Perennial or Average Impact Area of
Number Stream Name Type of Impact Stream Width Length Impact

indicate on ma Intermittent?
Before Impact
linear feet
acres
1 UT to Moccasin Creek Culvert Perennial ±4 feet 142 0.013
Total Stream Impact (by length and acreage) 142 0.013
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 Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma ocean, etc. acres
NA NA NA NA NA
Total Open Water Impact (acres) 0
Page 4 of 8
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.013
Wetland Impact (acres): 0.007
Open Water Impact acres : 0
Total Impact to Waters of the U.S. (acres) 0.020
Total Stream Impact (linear feet): 142
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): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed impacts for the road crossing will allow access to an otherwise
inaccessible, and therefore otherwise unusable, portion of the site. Alternative
crossings would result in impacts of similar or greater magnitude.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 5 of 8
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmmide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The proposed impact does not normally require mitigation. Therefore, the
applicant proposes no mitigation of resources lost to the development. If
mitigation is required, the applicant will request payment to NC-EEP.
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): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
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
Page 6 of 8
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
s uare feet
Multiplier
Required
Mitigation
1 6,675 3 0
2 3,962 1.5 0
Total 10,637 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260. ------------------- NA-----------------------
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
Page 7 of 8
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Impervious surface for this development is - 20%. Therefore a stormwater plan is
not required. Supporting calculations are attached.
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.
The development will utilize individual lot, on-site wastewater treatment. The
county will approve permits for each lot.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes El
No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
We have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water
Quality Certification and Isolated Wetland Programs" document prepared by the NC
Division of Water Quality on October 3, 2002, version 1.6. The draft states that most
residential subdivisions are unlikely to cause cumulative impacts. The Woodlands does
not meet any of the three criteria of private projects that can clearly result in cumulative
impacts. We anticipate that you will advise us if a qualitative or quantitative impact
analysis is required.
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).
/1 zi?106
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
? r.
QF WA rFR Michael F. Easley, Governor
Q
?
0 (
r
? William G. Ross Jr., Secretary
6? r-
North Carolina Department of Environment and Natural Resources
> --I
Alan W. Klimek, P.E. Director
Division of Water Quality

November 9, 2006
DWQ Project # 06-0923
Franklin County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Richard Benton
RDA Associates
P.O. Box 37759
Raleigh, NC 27627
Subject Property: Hawk's Ridge Subdivision
Ut to Moccasin Creek [NEU07, 27-86-2, C, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Benton:
On November 1, 2006, the Division of Water Quality (DWQ) received your application dated
November 1, 2006, to impact 0.0070 acres of 404/wetland, 142 linear feet of intermittent stream, and
6,675 square feet (ft) of Zone 1 of the Neuse River basin protected riparian buffer and 3,962 square
feet (ft) of Zone 2 of the Neuse River basin protected riparian buffers to construct a 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 five copies of 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 contact Mike Horan with the DWQ Raleigh Regional Office to schedule a field visit.
. to conduct onsite intermittent/perennial stream determinations.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received
this letter and that you remain interested in continuing to pursue permitting of your project and will
be providing the DWQ the requested information at a later date. Please contact me in writing and
Mike Horan of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks,
we will assume that you no longer want to pursue this project and we will consider the project as
withdrawn.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://b2o.enr.state,nc.us/newetlands
One
Np
i Carolina
Nawmily
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

RDA Associates
Page 2 of 2
November 9, 2006
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application are
not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian McMillan at
919-733-1786 if you have any questions regarding or would like to set up a meeting to discuss this
matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBKJ m
cc: Mike Horan, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Jason Payne, S&EC, P.A., 11010 Raven Ridge Road, Raleigh, NC 27614
Filename: 060923HawksRidgeSD(Franklin)On Hold
DWQ 06-0923 Hawks Ridge SD Franklin County
Subject: DWQ 06-0923 Hawks Ridge SD Franklin County
From: Laurie Dennison <[e-mail]>
Date: Thu, 09 Nov 2006 15:43:37 -0500
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being
forwarded to you electronically so that you may expedite preparation of your
response. Please do not send your response as a reply to this e-mail or via fax.
The hard copy is being sent via US Mail. All response correspondence is to be
mailed via hard copy to the 401 Oversight and Express Permits Unit, 2321 Crabtree
Blvd., Raleigh, NC, 27604 unless otherwise noted.
j060923HawksRidgeSD(Franklin)On_Hold.doc Content-Type: application/msword
Content-Encoding: base64
I of 1 11/9/2006 3:43 PM
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 - Phone: [phone] • Fax: [phone]
www.SandEC.com
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly 7i
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
RE: Response to the June 9th Request for More Information
Hawk's Ridge; Franklin County, North Carolina
To Whom It May Concern:
October 31, 2006
S&EC Project # 10345.W 1
DWQ Project # 06-0923
RECEIVED
0(,0 - 09a3

On June 9, 2006, your office issued a letter regarding DWQ No. 06-0923. The June 9 letter requested
additional information regarding the stormwater management plan. Specifically, your office cited deficiencies
in our application related to the following:
"1) You have proposed impacts to an intermittent stream totaling 1304401f. Please note that
beginning January 1, 1999, the N.C. General Assembly passed legislation requiring payment of a
fee for all 401 applications...."
In response to this request, you will find a $200 check for the application fee.
The current design meets the requirements set forth in DWQ's level spreader guidance that was in effect when
the application was received by your office. Although we are aware that your office has since released updated
guidance, this guidance was sent out to Public notice on July 28, 2006 and is still receiving public comment at
this time. Therefore, it is our understanding that this document is in draft form and should not be enforced to
date. Please consider that the PCN application for this project was submitted prior to your releasing updated
level spreader guidance.
"2) Nationwide, Regional, or General Permit Number
The PCNApplication failed to supply the Nationwide, Regional, or General Permit
Number under L Processing #2... This application reflects stream impacts and therefore
is not a `buffer only' application and requires input from the USA CE. "
In. response, we have integrated these considerations into a revised PCN application (see attached).
Please consider these comments in further review of the application. I trust you will find the application
sufficient to issue the 401 certification for the project. Please contact me at this office or by e-mail
(jpayne e,SandEC.com) with specific requests if further information is required.
Sincerely,
Jason Payne 1E3? . ? -`1
Environmental Scientist N0 ,, 1 - ZOt;6
?RR
cc: Mr. Richard Benton / RDA Associates,
Mr. C. Lawrence Vaughan III / Vaughan & Associates WOW!
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Monte Matthews
1628 Mail Service Center
Raleigh, NC 27699-1628
From: Jason Payne
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Hawk's Ridge
Franklin County, NC
DLo -IDRM
Pt i Y F'; _7 ?1 4
RECEIVED
On behalf of the applicant, Vaughan Associates, please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers (USACE)
that the road construction proposed below may proceed under Nationwide Permit (NWP) 14. We also
request Riparian Buffer Authorization and written concurrence from N.C. Division of Water Quality (DWQ)
that these impacts may proceed under General Water Quality Certification GC3404. Please contact meat
[phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name . Hawk's Ridge
Project Type Residential Subdivision
Owner / Applicant Vaughan Associates
Count Franklin
Nearest Town Zebulon
Waterbod Name UT Moccasin Creek
Site Coordinates 35.85145°N, -078.25967°W
Index Number 27-86-2
Class C; NSW
IMPACT SUMMARY
Stream Impact (acres): 0.013
Wetland Impact (acres): 0.007
Open Water Impact (acres): 0.0
Total Impact to Waters of the U.S. (acres) 0.020
Total Stream Impact (linear feet): 142
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization
Figure 1, USGS Site Vicinity Map
Figure 2, NRCS Soil Survey Map
Overall Site Plan and Inset Impact Maps
$200 Application Fee to DWQ
O&M Agreement & Level Spreader Worksheets
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
October 31, 2006
S&EC Project #10345.W1
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. Oto - o q a 3
(It any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing v3 q
1. Check all of the approval(s) requested for this project: RECEIVED
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: RDA Associates NOV 1 - 2006
Mailing Address: Attn: Mr. Richard Benton
PO Box 37759 DEN R - w??'?T`r? ou 515
'?'?`ETt.,V?Cu r,d0 STCR??1':?TER ER C?,'JdGri
Raleigh, NC 27627
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jason Payne
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 1 of 8
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: Hawk's Ridge
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 2716-95-2710
4. Location
County: Franklin Nearest Town: Zebulon, Wake Co.
Subdivision name (include phase/lot number): Hawk's Ridge Subdivision
Directions to site (include road numbers/names, landmarks, etc.):
The property is located at the intersection of Stallings Road (SR 1746) and
Hagwood Road (SR 1750), southeast of the intersection of US 64 and NC 39.
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): 35.85145°N, -078.25967°W
6. Property size (acres): + 65.56 acres
7. Name of nearest receiving body of water: Moccasin Creek. Surface water quality
classification: C; NSW. Stream Index #27-86-2.
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The River
Basin map is available at http://h2o.enr.state.ne.us/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:
Page 2 of 8
The site is forested, with a small agricultural field in the southeast corner.
Land use surrounding the project is a mix of residential and agricultural.
10. Describe the overall project in detail, including the type of equipment to be used:
The project encompasses the construction of a residential development. A
stream crossing accounts for the proposed impacts. Heavy equipment
typically used for grading and excavation will be utilized for this project.
11. Explain the purpose of the proposed work:
The purpose of the proposed work is to construct a residential community.
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.
S&EC was retained in April 2006 to determine the approximate location of
jurisdictional wetlands and streams on the site, and to delineate streams and
wetlands within the vicinity of the proposed impact. Only one potentially buffered
feature existed on the relevant soil survey and USGS maps. S&EC determined
that this feature is buffered throughout its extent on site and was not contested.
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.
No future permit requests are anticipated for this project.
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 8
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:
The proposed impact to jurisdictional streams and wetlands allow for
construction of an internal subdivision road. Impacts are as follows:
• 142 linear feet of stream
• 309 square feet of wetlands
• 3,962 square feet of buffer in Zone 2
• 6,675 square feet of buffer in Zone 1
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) es/no linear feet
1 Fill/grading Riparian No ±20 0.007
Total Wetland Impact (acres) 0.007
3. List the total acreage (estimated) of all existing wetlands on the property:
The site contains approximately 3000 square feet of jurisdictional wetlands.
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
Perennial or Average Impact Area of
Number Stream Name Type of Impact Stream Width Length Impact
indicate on ma Intermittent? Before Impact linear feet acres
1 UT to Moccasin Creek Culvert Intermittent ±4 feet 142 0.013
Total Stream Impact (by length and acreage) 142 0.013
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 Name of Waterbody Type of Waterbody Area of
Site Number (if avOicable) Type of Impact (lake. pond, estuary, sound. bav. Impact
Page 4 of 8
indicate on ma ocean, etc.) (acres)
NA NA NA NA NA
Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.013
Wetland I&m act (acres : 0.007
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.020
Total Stream Impact (linear feet): 142
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): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed impacts for the road crossing will allow access to an otherwise
inaccessible, and therefore otherwise unusable, portion of the site. Alternative
crossings would result in impacts of similar or greater magnitude.
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
Page 5 of 8
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.ne.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The proposed impact does not normally require mitigation. Therefore, the
applicant proposes no mitigation of resources lost to the development. If
mitigation is required, the applicant will request payment to NC-EEP.
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): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
Page 6 of 8
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
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
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify. V Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 6,675 3 0
2 3,962 1.5 0
Total 10,637 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260. -------------------NA-----------------------
Page 7 of 8
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.
Impervious surface for this development is - 20%. Therefore a stormwater plan is
not required. Supporting calculations are attached.
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. ,
The development will utilize individual lot, on-site wastewater treatment. The
county will approve permits for each lot.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
We have reviewed the "DRAFT Internal Policy, Cumulative impacts and the 401 Water
Quality Certification and Isolated Wetland Programs" document prepared by the NC
Division of Water Quality on October 3, 2002, version 1.6. The draft states that most
residential subdivisions are unlikely to cause cumulative impacts. The Woodlands does
not meet any of the three criteria of private projects that can clearly result in cumulative
impacts. We anticipate that you will advise us if a qualitative or quantitative impact
analysis is required.
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 ppplicqnt's control).

Applicant/Agent's Signature Date.
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
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Project Mgr.: HaWk'5 Ridge Soil & Environmental Consultants, PA
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MV)
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, dprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: 'R %ty%0,n tj Bev%4TV>•?
-;L -1
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, S,c a 2?Lg Zc?' , a Notary Public for the State of /V%
County of Lyc_`c q, , do hereby certify that
personally appeared before me this -day of OG? -ems - , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
o T 1 Q ?P1jO4
`aaa CMG ,.... ?O G
03
+L I C? . 0
19174-0
SEAL
My commission expires Co/ 11 -0 v
Page 1 of 1
Date: A c5' 3 \ • b G=
I DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the followin
Project Name : KA 7
Contact Person: G. l..
Level Spreader ID:.
Level Spreader Length
Drainage Area . 0 ac.
Impervious Area ac.
Maximum Filter Strip/Buffer Slope %
Phone Number:
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
grass Zo o 'rJr: Sim
Max. Discharge from a 10 Year Storm • V -5 cfs
Max. Discharge to Level Spreader cfs
Filter Strip/Buffer Vegetation (thick ground cover or grass, canopied forest with leaf litter
-Ar-? groundcover)
Pre-treatment or Bypass Method
?L=
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A licants Initials
G L Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
GL Pre-Form Scour Holes are on flat slopes only
g-_ No structures are located in protected buffers* Cp?1-rr
If bypass method specified in the Draft Level Spreader Design Option Document:
N Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge. II
No structures are located in protected buffers
o?1 !?? tGt.• hA?
G >_ Plan details for the bypass and outlets are prove ed.? PASS
G L The operation and maintenance agreement includes annul erosi and vege ation r air.
G The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
-* I F, DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMA ON (please complete the followin informatio
Project Name : 1
Contact Person: G • L- • Phone Number.
Level Spreader ID:
Level Spreader Length 138 ft. (perpendicular to flow)
Drainage Area .. f>6 ac. (on-site and off-site drainage to the level spreader)
Impervious Area ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope o AY4 % (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass ZO h- `4=ArV_ 6L,1m '
Max. Discharge from a 10 Year Storm • a -5 cfs
Max. Discharge to Level Spreader . Ur cfs
Filter Strip/Buffer Vegetation (thick ground cover or grass, canopied forest with leaf litter
?rkmp,l groundcover)
L?=
Pre-treatment or Bypass Method
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
AoDlicants Initials
G L Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
?f-- Pre-Form Scour Holes are on flat slopes only
GLr? No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document: i
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
ro? -t ?1 h{7Pt??
G L_ No structures are located in protected buffers
G L Plan details for the bypass and outlets are pro`ve?ed. f? . 55
G L The operation and maintenance agreement includes annual erosion and vegeaXtion_?re?pair.
-' 1__• The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15%a in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
-4-2 DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION please complete the following info tion):
Project Name : fl I F-:-- -0:51iy5r:P 1J 1
Contact Person: C L Phone Number:
Level Spreader ID: _
Level Spreader Length 2 ft. (perpendicular to flow)
Drainage Area ac. (on-site and off-site drainage to the level spreader)
Impervious Area b ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope % (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass 14 IV Max. Discharge from a 10 Year Storm 'Z • 4 (o cfs
Max. Discharge to Level Spreader Z • 4!e cfs
Filter Strip/Buffer Vegetation -!!!?2g= C2 EU2 (thick ground cover or grass, canopied forest with leaf litter
G- 1z
F?'=J groundrover)
Pre-treatment or Bypass Method
?'??
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants I Gals
GL Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
GL Pre-Form Scour Holes are on flat slopes only
G No structures are located in protected buffers*
? Z
If bypa s method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
G L No structures are located in protected buffers. ll
GL_ Plan details for the bypass and outlets are provided.fJ hl-
3 f q?7L?
L The operation and maintenance agreement includes annual erosion and vegetation repair.
GL The operation and maintenance agreement signed and notarized by the responsible party is provided.
? 1 zo?E Z?AT.Zx?,
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
2 t-:5 DWQ Project No
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION please complete the following info tion):
Project Name : A I ! 49
Contact Person: C (__ Phone Number: (???o -3300
Level Spreader ID:
Level Spreader Length Z ft. (perpendicular to flow)
Drainage Area ac. (on-site and off-site drainage to the level spreader)
Impervious Area 47 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope V. AeO-0 % (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass )490 Gt=PDE Pig
Max. Discharge from a 10 Year Storm `Z • 4 to cfs
Max. Discharge to Level Spreader Z • 4 C® cfs
Filter Strip/Buffer Vegetation -gs'?A2 r7 (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method V?-Arr-- 6 ATM
T
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A licants I tials
r_? Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
GL Pre-Form Scour Holes are on flat slopes only
'Cf--L?d No structures are located in protected buffers* ?L-;-f
? Zf3 1 Z? >? Z
If byp?)A s method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
G L No structures are located in protected buffers. 1 1
Gtr Plan details for the bypass and outlets are provided. I A #51m-!S'S
GL The operation and maintenance agreement includes annual erosi n and vegetation repair.
G'L The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
4-5 DWQ Project
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
PROJECT INFORMATION
Project Name : -a
Contact Person: G
Level Spreader ID:
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
complete the following
Phone Number:
ov
ft. (perpendicular to flow)
1 . 1 ac. (on-site and off-site drainage to the level spreader)
. 39 ac. (on-site and off-site drainage to the level spreader)
AW-e % (6% for forested, leaf littler cover, 8% for thick ground cover)*
°,°?o ??? Gj1.oPE
4. cfs
Ll- . 494- cfs
(thick ground cover or grass, canopied forest with leaf litter
ptzl groundcover)
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is. attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A licants I tials
GL Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
GL Pre-Form Scour Holes are on flat slopes only
L.: N No structures are located in protected buffers*
G
If bypa s method specified in the Draft Level Spreader Design Option Document:
-? Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
GL No structures are located in protected buffers.
GL Plan details for the bypass and outlets are provided. F5 ?rns5 c,S? S
GL / The operation and maintenance agreement includes annual erosion and vegetation repair.
GL? The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
-# + DWQ Project
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION
Project Name : -;? A?
Contact Person: G L
Level Spreader ID:
complete the following
Phone Number:
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge to Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
4- ft. (perpendicular to flow)
•4°J ac. (on-site and off-site drainage to the level spreader)
.3 ac. (on-site and off-site drainage to the level spreader)
S oApk:b % (6% for forested, leaf littler cover, 8% for thick ground cover)*
?
Pii5
. 7? cfs
4.71 cfs
?vDr77 (thick ground cover or grass, canopied forest with leaf litter
roundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A licants I tials
Gt_ Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
GL Pre-Form Scour Holes are on flat slopes only
G No structures are located in protected buffers*
If bypa method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
?v No structures are located in protected buffers.
j??j?f m?jL S
Plan details for the bypass and outlets are provided.
GL. The operation and maintenance agreement includes annual erosio and vegetation repair.
G The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION please complete the following info tion):
9
rp ?? r
Project Name : H tG t
J
Contact Person: G !_.. Phone Number: (1=3 -3S 4:V11151
Level Spreader ID:
Level Spreader Length Zlo?o ft. (perpendicular to flow)
Drainage Area .? ac. (on-site and off-site drainage to the level spreader)
Impervious Area :78 , ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope r2o % (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass ) e' vP
Max. Discharge from a 10 Year Storm ((-17- cfs
Max. Discharge to Level Spreader 11. -r2 cfs
Filter Strip/Buffer Vegetation (thick ground cover or grass, canopied forest with leaf litter
A groundcover)
S"1?
Pre-treatment or Bypass Method
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A licants I tials
Gt_ Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
GL Pre-Form Scour Holes are on flat slopes only
G No structures are located in protected buffers*
method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided. F)
}?j5S ?-t?
The operation and maintenance agreement includes annual erosion bnd vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
M
p?p? w'?TFi9QG Michael F. Easley, Governor
William G. Ross Jr., Secretary
t- North Carolina Department of Environment and Natural Resources
Q Alan W. Klimek, P.E. Director

Division of Water Quality
June 9, 2006
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
RDA Associates
Attn: Rick Benton
PO Box 37759
Raleigh, North Carolina 27627-7759
Subject Property: Hawk's Ridge
Impacts and Application Permitting Fee
REQUEST FOR MORE INFORMATION
Dear Mr. Benton:
DWQ # 06-0923
Franklin County
On June 6, 2006 the Division of Water Quality (DWQ) received your application dated May 10, 2006,
that reflected buffer impacts for Hawk's Ridge project. In reviewing the application, it reflects not only
buffer impacts but intermittent stream impacts of 130-140 linear feet. 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. Please provide the following information so that we may set up
and review your project.
Additional Information Requested:
1. Application Permitting Fee
You have proposed impacts to an intermittent stream totaling 130-1401f. Please note that
beginning January 1, 1999, the N.C. General Assembly passed legislation requiring payment of a
fee for all 401 applications. The fee for applications is $200 for projects impacting less than an
acre of wetland and less than 150 linear feet of streams. For projects impacting one or more acres
of wetland or 150 or more feet of streams, the fee is $475.
2. Nationwide, Regional or General Permit Number
The PCN Application failed to supply the Nationwide, Regional or General Permit Number under
1. Processing # 2. The US Army Corps of Engineers would have supplied this item. This
application reflects stream impacts and therefore is not a `buffer only' application and requires
input from the USACE.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact this office in writing. If we
No?thCarolina
401 Oversight/Express Review Permitting Unit atj?t'u!!j,/
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
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

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 Mr. Ian McMillan or Ms. Cyndi Karoly at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ jd
cc: Vaughan Associates, C Lawrence Vaughan III, PO Box 20828, Raleigh, NC 27619
File Copy
Central File
Filename: 060923HawksRidge(Franklin)_Impacts_Fee request

oLP - 1R13 1ACLWk's RJ
m acts'.k,Miti aeons Fees) Afl111ati S +EVents IpspecUgns c°
_M'6 ;f:HI tos ry?
_
Details'!
Project Number 20060923 Version. 1 Status. Receved I Last ActionDesc: Incomplete App- Additional info n?l save J
`Project Name: (Hawks Ridge Subdivision `Proje ct Type: Residential Subdmsion - -
ProjectDesc: subtlrvisian
'Owner: Benton, Rick Clear I Details... I -
'Received From: ADPlicant- After the Fact COE ID: -Primary County Franklin J
DOTTIP:
la - "Admin Region: ! Raleigh
Received DI O61D5f2006 ( Courtesy Copy iJ Invohres public land Reviewer enc.kut[ ?
Issued Dt
-- ' _-_-- 'Secondary County Add
Statutory Dt 1201f2006 SEEP JStateClear,hnal¢ed ___
CAMA NEPAf SEPA Received Dt
DCM Office:` -- SW Plan Received Dt
COE Office: COE Raleigh Regulatory Fi SW Plan Approved Dt- Public Notice Published Dt
Last Updated By laude dennison _ SW Plan Location: ---? Public Notice Received Dt
Last Updated On' 06!09!2006 Sewage Disposal: 1 '- P N. Comment Period Ends Dt J
1 Flnlsh J _ Cancel
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Project Number..20060923 - Version: 1 Status: Received 1 LastActlon Desc: In App Additional info-r, Save J I
Project Name: Hawk's Ridge Subdivision ProlactType: Residential Subdtvlslon Pnmary County FrankJln
Location: Moccasin Creek NEU basin Zebulon f
Ma_p Decimal DD.MM:SS Accuracy: Unknown l -
Latitude: 35.6542 35.51.15 ,I Method: Unknown
'. Longitude: 78.26359 -- 78.15.49 j Datum: 1 Unknown J
ubbasin -
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? Name ?J Stream Index TClasslflcati
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?NEU07 Moccasin Creek (Bun..127 86-2 _ NSW C I J A
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_ Prior Project History
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Future Project Plans' - - -
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Maintain Wetland Project
Impacts Mltpahons Fees AfillaUQns Events 1 s actions. L.Co me ts`Y Hlsto `,
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Project Number 20060923 Version, 1 Status: 'Received j LastActloi-Desc: Incomplete App AddiUonalInfo r,' Save
Project Name: Hawks Ridge Subdivision Project Type Residential Subdrvislon PrimaryCounty. '.Franklin -
'T e -NUM be statutory Date issued Date Comments: j
General 401 General 3404 1213112006
404 Nationwide _ ,NW1 4
NVY1 _ ,__ _ Add
Individual "Type _?-'Number StatuioryDate IssuedDaie?
I add - -
Create Individual...
Buffer Butter Rula `Acton r Statuto r?y Date Issued Date EMC Hearing Date Add
Neuse? Butter Approval ,12131!2006
?_ Finish_ - Cancel ??

Impacts I- Mdlgation8 Fejs ,."A1fiI Won Events-".? inspections Comrner?ts i History L
i1?..1 ?,Details...o }
Project Number 20060923 Version' 1 . Status: Received ---- LastActlonDesc Incomplete App- Additional info r, -Save
Project Name Hawk's Ridge Subdivision Project Type: Residential Subdivision Primary County. Franklin
Wetland Site:
1 Fill -er 'Reass a.. AKpr.acv Fof od..! `Subbasin Dlstnear ... 'WetlandT Last Last...
Site :ImpadT e PIS 0.0070 .I 1 INEU071 27-06-2! 20-__ Other - -,--__ laurie_.. 11102__ __-A.dd
ream _ e• __
Site Im actT PermRe st Appr (ft)
P YP2 T
1 2 !CuNertsantlAs rl 142 Im roved . `Subbasin Stream Perennla1 3033D ast. LasT
NEU07f 27-86-2f . 5 ?l I-I Maud 1110... Add
open Water Site: -___- --
Site,#f__Im? actrype Perm -
. 'e?(acres}?Appr.(acresSs ubbasin rJWaterbod?TLastUpdat._Last Updat?' 1- ---
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BW'ter Site.
`Sde # 'Zone 'Buffer Rule Perrn Regst. s s ft Sub basin Last Updat?UpdaL. - -
' rda 'Zone 1 _ _ ;Neuse FrJ_ 6675 'NEU07f 27-86-2f NS laurie den 1170_2!2006 Add
W a `Zone 2 rNeuse - F __13962_______: JNEU07f 27 86-21NS?laurie den ' Il lf02f2006 -
-- - ',- -- -- - - -- -....
Unit Conversion .. J Totals...
Finis Cancel_ I
fqln.

ImpactsMillgabone Fees _1 /uTlllatlons- Erents- Inspectlons? Commits-"}Ilstory
Datadsl ?o ?«e.-12 _? .?yFe 'san¢C?ds F`??ossRs `??,
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Project Number. 20060923 Version' 1 Status: Recerved LastAcbonDesc: IncompleteApp -Additionalinfor, Saye
_ _. _.. ---__..... ._- . __.. _ _. ... - _. _ _.. _.... ...... _..111,
Project Name: HawKs Ridge Subdivision Project Type: Residential SubdMsion Primary County: Franklin
Inyolce TyDe wrs?i?n Invoir i?e Dt Amount Paid Balance -Status
rLelland Auplication Fee 12 0 0 6VVTO 0 1. 3 3_0 1 V02=06 1200 200 __76 Paid
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Maintain Wetland Project
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Impacts ?Mbgatlons pees Affihappn§ Events Inspeetlons Comments Fisto7
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Project Number. 20060923 Version, 1 Status: ?Recelved Last ActionDesr..IncompleteApp - Additional info r. Save
Project Name: Hawks Ridge Subdivision Project Type. Resldentlal Subd vision Pnmary County: ;Franklin
a 'Even T e Event Date Due Date Category Comment Last Vpdate !! Last_
Application received in CO 06!05!2006 laurle.dennl 06!091{
IncompleteApp-Adtlitionalinfo re nested 06!09!2006 Ilaurie.denni...111Mf2j
- iIncompleteApp - Additional info received 1...111101 f2 0 0 6 Ilaurie.dennl...111021
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- - - - - - - - - - - Telephone Ralegh Office: 919-844 5556 l 3; ~1~ ai I i
t - PO BOX 20828 Fax; 919-365-6883 <q P`~~ ; mail address P CF. _ ~ RALEIGH NC 27619 _ -,--Res. Offices 919-365-3300
F ~[1 ~ 1~~~FtF IDPJ~ ~ - - ~ NaME I J NAME:

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I / 1 i ~ ~ ~ io I I ~ - ~ - - - ~ ~ ~ i l l i ~I s ~ ~ ~ ~ ~ ~ I NA LfTY~ i 20 ~ 'U111~'" r- , ~ ~~,1. AN EROSION CONTROL PLAN SHALL BE FILED ~
~ ~ / / _ - ~ ~ ~ ~ i ~ i 8' S11bULDER ~ _ _ ~ 1 i _ _ ~ ESMNT ~ ! j J ADJOININC6 70 4-. ~ ~ 280 ~ SMNT ( TE. E~cSEME~rf SHALL EXIST i , ~ ~ , , ~ - _ ' ~ / ~ 2% _ _ rt(RLL SLOPE) - i b ~ ES~1NT ~ ~]VfT~t FRANKLIN CO., APPROVAL OBTAINED, AND A GRA61~G ~ ~
i ~ ~ E PL ~ ' / ~ ~ ~ ~ P OPERy'i' ~ ~ ' harIETH a: I ~ - ~ ~ ~ ~ ~ ! I j I ~ OR T SH I ~ , 3A , - ~ ~ ~ - - /R ~ b 3A PERMff OB~TAINEQPRIOR CONSTRUCTION
~ ` , ~ / LINE ~ ~ ~ _ _ _ -i- - ~ ~ _ , ~ ~I , ~ ~ ~ ~ s FALL ~ I ~ / ; ~ , A ~ ~ r I ~ t ~ '1 1 ~ T OIJ(~iLY,COMP~,CTE ~ ~ ' SF 9.SA A ALT PVMNT 2 i ~ i~ ~ li,; I ~ ~ ~ - .SUBDIVISION NAME AI~D,STREET NAMES SHALL BE SUBMITTED TO I ~~2s. ~ i
~ / ~ ~ 1 ~ i I~ j 290 ~I i ~ ~ 1 DE r i 18" ABC 1pN~. ~ ~ 1 ~ ~ 1 / ~ < 1 ~ OAS, tpN~, FRANKLIN COUNTY AND GIS~IA APPLICATION FOR APPROVAL.
~a°F ~ i OV Y FRANKLIN CO. PRIOR RECORDING FINAL PLAT BE APPR ED B ~ 3. NOTE.~LL STREET NAMES SHAD., _
%i ~ : ~ , _ ~ ~<.I I TYPICALINCDC~iT ROADWAY CROSS- ION - ~ i ' ~ ~ ~ j' ! ~ - -f- _ - ~ , , ~ I ~ 1 AL ~ ROAD AY CONSTRUCTION $~ALL NCDOT STANbARDS FOR - ~ ,ALL ROADWAYS ARE PUBLIC ROADWAYS TO BE DEDICATED TO NCDOT. , ;1~ 3ARDS FOR ALt PUBLIC ROADWAYS AND INTERSECTIONS SHALL BE CONSTRUCTED TO NCDOT STANDARDS -
l~ ~ / ~ i ~ I ~ i ~ ~ ~ _ _ ~ ~ 1 ~ ~ / ~ ~ - - ' ~ ~ ~ METHODS, TERIAL` AND CONS TION. +~SIDE CHANNEL MAY BE-~ _ _ iii SAY e~- - AND NC~OT DRIVi~.WAY PERMIT(S) SHALL BC~A~COUIRED FOR ALL NEW ROADWAY CONNECTIONS ,r ~
i - I i~ ~ L GULA OR UP Tb T f WHERE SHOWN ON P N ~#f~Pf~OFI E. ~ ~ _ ~ ~ 300 ~ _ ~ ~ ~ ~ / ~ ~ ~ % ~ / i _ ~ ~ r z r - ' ~ ~ / I ~ ~ ~ ~ I i 5 D ~1A IUTIUTY EA NT IS OUTSIDE R1W~MOD~ICATIbN ~ - ~#iPF~OFILE. ~TOEXISTIN PUBLlC,ROADWAYS % Iii Ih
I (T~C 5 ~ f PION i ~ ~ ijl 1'~ _ UBDIVISION S AGE (IF NY) SHALL REQUIRE A SIC~I ~ li' `<<'~
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i ~ U I~ STRE C NE ED y~fTH,FUTURE ~ ~ ~ _ - ~ ~ ~ ~ _ ~ (fiIPICAL) ~ i i ~ ~A E SUBDMSI N - . ~ / , / ~ - ~ " F NO~EA~ MEN~'SHOWN SIGI~W ONLY ~ LOCA D ~ I~I
C ~ ~ ~ ~ - ' ~ w _ ~0 TEMPORAfjY TURNAR D ALL REMAI~ ii ~ 2 ' ~ ~ L a a_, ~ - ~ , 6 STONE~Lz 18" THICK " CABCiWHE SH~?WN ~ ' ~ / ~ 1fJ' x 15' TURN- ' et ~ ~+s`ont - ~ ~ - ~ - UNTiL ST~EET (~0 TE WffH FUTURE y.%(~` ' ~ . ~ N AI`s NT'RAN ISLA WHERE/IF Sh~QWN ~ Iii 1~ O ~ ~ is
p~q _ - ~ , - ~ ~ ~ ~ O SEMENT' - ~ ~ ~ , ~ go~ ~ . ~ ~ r ~ ~ ~ ADJACENT SID ~ % - k~ y- 1 l 1 / - - I' - ~ ~ ~ ~ ~ '6a -G ~ TS WILL ' i ~ 1~s - ~~5.~NOTEhgLL~LQTS~SHA'~L B~ SERVE~BY SEPTIC TA`NIC~ 17 OR LESS t~0 ,i~ ;
- o ~ ! - ~ ~ , - - > ts~ cAec wH~RE owM E ~ HAWK'S RI_ ~ ~ - ~ _ _ " ~ WINS~N AND _ ~ i ~ Err. ~ ~ x 1 TU N- r~ 6" ~ 1 BE~SERVED,BY~~JD~IDt?,~L WELL.. BALANCE,OF LOT~WILL BE SER1)ED BY ~ ~ ---~~"--j?r~ i
~ , ~ ~ AROUN Eq(SEM~ ~ ~ ~ B BA ill ~ 'COMMUNITY WAT~R ~YSTFM, Pt~ANNED BY A P.E., APPRQVED AND REGULATED I I ~ .I i
~ ~ ~ ~ ~ , ONED~ R-44~-... _ - B~NCDE , ACID ~}W~IED; ~PEF~TED AND MAIi~TAINED Y A PRNATE UTILITY I ' ~ ~ ~ ~ Ili
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' I ~ ~ ; 'i ! ~ ~ ~ r °'~aRbutvo~l=nsE~n ^ ~,.~RIPARIAN BUF~ER_, TYPICAL SUBDIVISION N l~E`SI i ~ I , ~ ~ y i I 1 I, I ~~i ; ~ x ~ o ~ 4~ 9N EQlTR~41VC€ISLA ~ SU NI ION~LOT~S ACRE ~ AS ~ ON A PR MINARY~501L SU~VEY MAP DEVELOPED l!i ~1~, ~ ~ ~ ~ ~ I:,
~ ~ ~ ~ I ~ i z J I I ~ - ~ C-~R@SSIAL~ _ / ~ - , ~ , , ~ ~ _ B I SG~IEN'(IST.~IT'S~ACCt~RACY WILL! BE VERIFIED IN,~THE FIELD. I ~ ~ it _ANY '`O U D SITE ~'Q NOT' CONTAIN SUFFIC~NT SOILS TO MEET FRANKLIN
~ ~ } j r i I ~ ~ ~ ! ~ ` ! I ~ ~ ~ ~ ~ ~ ~ ~ , ~ DRAINAGE AREA ~ u ~ ~ ~ COUN~`Y~ AL H PTA, REO~IREMI=NTS WILD BE ApJUS 'D TO DO SO OR COMBINED I,11
C ~ ' I Q i ~ AROUND~EA ENT ~ . i ~ 4, ~ v, ~ ~ ~ W!T D CE ~ L~JT(S TO ~ EET OSE R OUIR~MENT~, ~ I'~ ~ ~ ~ ~ ~ ~
~ ~ ~ , o, - i _ ~ / I ~ ~ - S ~9 - -tt - ~ ~ i I ~ , , 6. P SOILS IENTIST, AN S GE RALLY LIE WITkiIN THE CONFINES OF THE ~ ~ ~ ~ :
i I ` _ 1 , ~ilfsARl~ SUFFER SHOWti ON HE PLAN. A IALW IMPACTS 0~1 JURISDICTIONAL j~,
~ ~ ' ~ 1 ~ - r ~ ~ ~ ~ ~ , ~ DS V~ILL ~ SU~MffT D TOF`APPFjOVED BY AND PERMI~"TED BY NCDENR EII
~ F - r''~ A ~ ~ s, w,~ f , ,,4~ e_ , _ ~ - - ~ - V EXISTING r. , _ ~ I ~ / , " - C FI DRa~r ~ _ , _ POND ~ ' ~ OR MY COMPS CAF E GINE~RS. 1 ~ I I ~ / Ild ; ~ ~ BUNN LAKE ~ ~ l
9. i i r~ / ~ i I ~ - ~ ' '~--s1Ll ~ - _ ~ ~ ! , ,~7.ALL IVISK)N LOT'S SHALL HAVE IN ERNAL DRIVEWAY ACCESS ONLY.
i ~ / / - - ~ ; ~ ~ - - . ~ ~ ~~-'~~~~>t~- _ RIVER ~ ~ , ~ ,(NO INDIVID~IAL D~IVEWI~;Y ACCESS T HAGWOOC)~~~ND STALLINGS~RD.) I
~ ~ ~ I r _f ~ ` ~ a _ ;10 x 70' T~ - - - - a s~,-,~ p,~3),~N ~ ~ ~ ~ ~ ter' _ - ~ ~ ~ ~ i I / ( CAEATIO REO IREMENT SHALL E FULFILLED BY t ~ $.THE FRA~dKLIN CO RE , ~I ~ I~
IPAYME TO ~ ANKLI COUNTY IN LEU OF CONSTRUC ~ ~ N N~ ~R Iv ~ ~ I I ~ GeB ct
~ ~ I i ~ i i i t ~ r ~ ~ ~ ` - ' J~ 4 u + ~ ~ ~ STOPS ~ ~~-(r' ~ ~ ~ ' ~ ~ ~ ~ ~ i
~ - ~ i-F a ' i ~ - of ~ ~ - . 20 s= , ` - ~ , ~ ~ ~ - ~ _ X~ , ( ~ 9, WHEN HE EST WE 'L(S) HA1~E BEEN,BORED AND THEW TER QUALffY AND ~ ~ T 4 i ~ ChA ii I V~JLUME AVAILABILITY (5 KNOWN, A SEALED AND SIGNED CO UNITY WATER SYSTEM I
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i ~ ~ f H ea 4hdi~~~" t,0.' i :'~'1„ ~L=491 / ~ ~ 1 1 ~ f - ~ ~ ~ ~ ~ WILD. BE OVIDi~D AS RE'`QUIRED BY~FRANKLIN CQ PUBLIC UTILITIES DEPT, AND ALL ~ ; ~ ,
~ ~ ~ i C~ 9 _ r a ~ ~ 1 ~ ~ I ~ ~ n-t'a'i- ~ ~'-~ST~P ~ \5 5- ~ ~ 1 I~, ~ ~ ND 4'ECIFICA S MUST BE APPROVE BY THE UTILITIES DEPT AND ~ GeC ti J ~ ~ ~ PLANS ~ S ~ ~ ~ I, Q
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f ~ ~ I ~ ~ ! <PRON' ~ , ' ~ ' mot'`. U 4. l". ~ ~ ! : i`_ ny _ F a i LOCATED NW QUADRANT, INTERSECTION STALLINGS AND HAGWOOD RD(S) r p~ i ~ ~
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_ ~ - ,c ~ ~ ~ . ~ , i b ~r ~ ~ ~~i ; r ~i ~ LOTS 1 59~ + I o l ' ~ I ~ TOTAL PROPERTY AREA 65.65 AC. (2859 789 S .Ft.)
7 1 AR Nq EAa$E ~ - a ~ " ~ ~ / ~ ~ ~I'- ~ / 1 - _ - _ r , - . I ~ ~ on~~. ~ _ ~ > > ~ 1 i i { ~ ~ TOTAL INTENDED SUBDVN AREA 65.65 AC. 2859 789 S .Ft.
- - i ~ r 9, , / - . _ _ ~C i ` TOTAL NUMBER LOTS -------------------59
C, - ~ ~ - - 10' x N- - ~ , r ~ - , t I MP ARIA TUf~NA OUND S~HA REM NJ , + 1 ~ ~ - ~ : ~ FEE HYDRANT _ ~ , . ~ ~ > ~ % _ ~ ~ ~ ' ' I ~ ! I 1 TOTAL AREA IN LOTS-- -----------------2.524,077 SOFT. ,i-- X ~ -
~ ? - ,~u~ r, Ot~ID A ~ . ~ _ ~ ~ > > UMl 5TR ECrY~D ~ " ~ , ~ ~ ro~ ~ - ~ ~j i ~ i ~ ? TOTAL AREA IN R W~ --------------------335712 SOFT. . , l ,
ADJ,~CE I ~ ~ Y ~ - - ~ ~ - - _ 3 - ~ a us ~ ' APPROX. LENGTH OF RIW 7010 FT 9 , y~ 3
(6 OABO, ~ ~ ~ - kU~~` ' ~D-21 3 4 " ~ Z ~ ~ /.I OC1O,.ry. ~ ~ 4~, AS~~° Dj~ ~59D _ ~a `W.~ 3U~. ~ ~ X.. MIN. LOT SIZE ----------------------------40,000 SOFT. ~ ~~~a
ZOP1E ~ -44 r, - - _ - ' - ~ - r ; R ~ ~ ~ ~ L ~ AV. LOT SIZE ----------------------------42,781 SOFT. / Ar ea ~ 4 2652 L~?y~l, ~{48 ? 3
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I >S ~ _ _~7, _ - ` _ ~ -a - - _ ~l ~ ~ I DATES ~ i ~ t-42.092 R u. ~~t± „ I 1 I c- 3 ~ Q , ~
/ ~ _ ~ ~ ~ - ~ ~ ~ ~I-._ ~ - ~ A , j ,~_i ~ ~ 270 ~ j i ~`i~ CY.i4 L - ~ ~ _ _ 'r -r6r-57 ` 0 -r----"--~ _ 1 ~i t - , s ~~~1~ ~>r 0 -~r~ ~ i 4..~- ~ I i ~ I ~ a~4L'~2~41 .c,4~ ' I/f' ~ I ~ ` ~ _ 4L 12006 a
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~ ~ 1 \ - ' I ~ ' - ~ ~ ~ ~ - I 2 so, tiK.=~, ~.r ~ ~ - ,I r ~,~~~a. R=~.'~~~ ~ I ~ ~ LL FAR 542 ~ ~ - - -
i ) ) ~ R/H;; 1 jb' i I, ~ a.. ~259~5 ~ II l I r ~ ~ ~ ~ ~ ' Z NED~ ~i-30 so.oo0 ~ ; Y,~ < ; 'J ; . ~ ~ ( ALL LOTS WILL BE SUBJECT TO FINAL +e~1~8~97 ~
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VLAN6 ICU I 1 iempnvnew nweign voice yly-oq4-oooo i PJ N
ZONED- R-40 - mail address P OX 20 v 0 B 828 Fax [phone] RALEIGH NC 27619 Res. Office 919-365-3300
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~ I ' Z,Z I ~ I I - ~ I TYPICAL INV. IN 276.0 ( ) INFER SECTION i
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~ , I r- ~ ~ ` 1 I ~ / f i 6' SHOVlLDER 5' ~ ~ ~ ;tom ~ - L7Q ~ ~ ~ ' S DRAINA NOTES!
f ~ - ~ ~ _ ~ 1 - ~ T- ~ --+-------~-tlTl ~ ~ ~ 1 / ~ / ~ \ I ~ 1 NA'.arruiiLJTY ~ I~f -1~ - 1. AN EROSION CONTROL PLAN SHALL BE FILED
I ~ / ~ / ! ~ ADJOININ 70 ~ i-- ~ ' ~r ! 28©_ - V ! ' I ~ i 1` ~ ~SA~NT { TE! E CEMEt~f SHA ~ EXIST ~ i " ~ 8' LDER ~ ~ bINT 1 - _r I ~1PIT ~ $1ffH-F~EiANKLIN CO., APPROVAL OBTAINED, AND A GRADING
~ ~ ~ , ~ / P~ROPER~1' ` ~ ~ ~ ~ ~ I i ; IWH~ThiEf~ OA T SH(~NN 0 PL ~ 2% _ {FIL7L SLOPE) 1' b ~ ~ ~ ~ 4~~ 3~1 ~ ~ _ i - ~ f? ~ PERMIT OBTAiNED.,PRIOR CONSTRUCTION ~ II ~ / ~ ,h i
` ~ l _ , - ~ ~ ' ~ / 6 FALL ~ ~ ~;I ~ I LINE ~ - - ~ - - ,~1 ` _ ~ ~ ~ ~L~, 1 ~ ~ i + ~ ~ , ~ _ ~ ~ ~ ~ s ~ ii ~ ~ I ~ I i ~ w ~ _ - - _ ~ ~ ~ j `t f ~ ~ I Tf~ GHLY~OMP CTE~ ~ ~ ^ SF 5.SA AS~HALT PVMM i2.5; SUBDIVISION NAME AND.~STREET NAMES SHALL BE SUBMITTED TO 11'. 2s,~ \ FRANKLIN COUNTY AND GiS, IA APPLICATION FOR APPROVAL.
I ~ i~ (I~ ' I ~ ~ ~ SUBG DE ~ ~8" ABC ~ r0~~ ,~~i L, / _ ~ :290 I i ! N ob Y
7 ~ ~ r ~ ~ - Urt ~ , Oi° J F ' ! L STREET NAMES SHAL BE APPROVED BY FRANKLIN CO. PRIOR RECORDING FI AL AT ' 3. NOTE ~L N PL
L- ~ ~ , `,'Y - ~ _ I ' l TYP~CAL~NCDOT ROADWAY CROSS $~CT14N NOR~fH I ~ r ~ ~ ' ~ a~-~~ ~ ~ i _ ~ _ ~ 1 ~ I T ~ y ~ ~ ~ - - _ > ~ i ~ j ~ ~ / ~ i ~ ~ i / - - , ~ ~ ~ ~ 1 I I ! ~ ALL, ROAD AY CO~JSTRUCTION 5f iALL NCDOT ST~tNbARDS FOR \ALL ROADWAYS ARE PUBLIC ROADWAYS TO BE DEDICATED TO NCDOT. ~RDS FOR _ ALL PUBLIC ROADWAYS AND INTERSEC S SHALL BE CONSTRUCTED TO NCDOT STANDARDS
i ~ / - , r/ ~ ~ ! ' ~ i I i ~ ~ A~ETI-IODS, ATE AND CONS TION. *SIDE CHANNEL MAY BE-~- a, 1 MAY 8E-~- ~ _ ~(i - - AND NC~OT DRIVEWAY PERMIT(S) SHALL BE~QCOUIRED FOR ALL NEW ROADWAY CONNECTIONS ~ ~ % 1i,~,
i i ~,i ~ ~ 300 ! ~ ~ ~ TPo GU OR UP Tb 1' WHO SHOWN ON PLAN-OR~PF~OF1LE. i i _ i !I - ' i - ~ ~ ~ ~ ~ i I ~ ~ ~ ~ ~ ~ ~ ~ ~ y ~ R~ioF1LE - ~ TO EXISTING PUBLIC. ROADWAYS f
~ , % i + ~ - - ~ } ~ j ~ 1 f 5 Df~AINAG,~(UTILiTY EA ENT IS OUTSIDE~ifW KAODIRCATION -f - - ~ (TYPICAI~S i / ~ ~ ~ ' i ~ ~ i i ~ / ~N - ~ ~ ~ _ ~ . j 'It ,i; ~ UBDIVI~ION ~GNAGE (IF~~NY) SHALL REQUIRE A SIQN % Iii il!
~C I t ~ i ~ ~ NORTH _ ~ ~ I MA TE Y R SHALL RL~MAI ~ ~ ~ i ~ - - ' I - ~ ~ ~7~ V~ ~ EASE ENT~~ HATS MEASURED OFF THE RIGHT-OF-W Y ~ ~li ~N \ ~ T ~ , ttt
~ ; I~'STRE~T C NEC~1'ED 1HffH,I~UTU _ - ~ _ a - ~ ~ _ / ~ ~ 4~YPK;AL) t ~ I ~ i , A ENT SUBDMSI N i' ve ~ - v ~ ~ ~ ~ ~ F NCAEA$~MENT~SHOWN SIG( 'WfL..L ONLY BE LOCATED y ~ iii 1!,~
~ ~ ~ _ ~ '~TEMP~RA Y TU~NAR~IIND HAL~ REMA~I~ ~ ~ _ , ~ - ~ 26' STONE SIGN. 18 THICK ~ - ~ ' C C/WNE SH WN~~ ~ ' z 18 TURN x r~ ~ ~7` - ~ - ~ , ~ ~ ~ ~ r UN~1L S EET NN TF WITH,FU111F~ ~1~, ~ - / - ~ QN AN~ NTRAN ISLAND WHERE/IF SHAWN 'll
~ ~ ~ U SE NT' - - - - ; ~ A ` ADJACENT S ON ~ " - - - ~ ~ ~ ~sp - ~NOTEEh L LpTS HA L BE SERVEb~BY SEPTIC TA ~ 17 OR LESS ~OTS WILL ~ ~ Ili
- ~ , ~ ~ ~ ; - - - - - - s' c e wH~r~ owN . ~ ~ t x t TURN ~ ~ ~ , - I WINS AND ~ HAWK S RI ~ HT. ~ S ~Nl(C ~ i ' BE~SERVEa BY~INDIVIDUAL VI~ELL.. BALANCE OF LOTS. WILL BE SERVED BY _ ------`t*- ` 1,1~,
f ~ , ~ AROUN E~SEMENT ~ ~ - ~ - ~ ~ I "tr.- / ~ i B BA ~ ~ , _ ~ _ ~ / ~ GOMiuI ITY WAT~R~ YSTEM NNED BY A P:E. APPR VED AND REGULATED' y '~i I ~ , PEA Q I~
I ' ~ i ~ ! ! l ~ _ ~ f ~ 5 1 ~ ONED~ R-40... ~ ~ t I ' ~ - ' ~ . ~ / ~ ~ BY NCDE ,AND OWNED;~PERATED AND MAINTAINED 18Y A PRIVATE UTILITY. il~ ~ /
d k` T - _ ~ I ~ I ~ ~ ~ ~ 1 I ~ 10' z t~`JfURN-~_ 342 A~ ~ _ i ~ \ ~ ~ ~ ~ Ifl ;~i
i ~ I ; - ~ ~ ~ - ~ ' ~ a ~ AFt~3>JND' sEtaFa~r-,~- RIPARIAN BU~~, TYPICAL SUBDNISION N SIB ~ SU NI ION~LOTS A`RE ~AS~p ON A PR fMINARY'~SOIL SU VEY MAP DEVELOPED Iii Vtli f,.
i ~ ~ I ~ I i I ~ , - - ~ ~ t~ GROSSING ~~~-(~10~-ON -ENTRANCE ISLA , ~ ~ Bl'' I SG~IEN~IST.~~-~'S\ACCURACY WILL BE VERIFIED IN~THE FIELD. - ~ ~ ( III
{ I I ~ ~ ~ ~ ~ ~ ~ , I ~ ~ , ~ ~ I~ ; ~ ~ DRAINAGE AREA-~~ s: ~ ` , i i f - - ANY LO f'~OU~ID QN S9TE Tp N0~ CONTAIN , SUFFIC~NT SOILS TO MEET FRANKLIN I 1,tt ~ COUN SAL U~PT~,REQ~IREM)=~11'S WILL, BE JUST~D TO DO SO OR COMBINED i?~ t,~
i ~ _ ~ ~ - I ~ ~ ~ i _ \ ~ _j' AROUND EA MENT n- ~ i r ~ ~ ~ ~ ~ ~ it WIT ~ ~,CE T LpT(S~ TO A~EET ~ SE R~OUIR ~MENT~, III
i ~ / ~ ~ i ~ i% ° ~ ~ '1' ~5 ~"W ~ ~ 15.87"E ~ fi. P 1~ ~ SQIENTy~T, W ~TLAN S GE RAL Y LIE W(tMIN THE CONFINES OF THE ~I~~' (!j ~ ~ 4
~#Ifsl~ ~UF ER SHOWN ON HE PLAN. A /AL tIMPACTS ON JURISDICTIONAL Ili ~~1~~
~ ~ ~ i ~ ~ _ i' ~ DS ILL ~ SU MI D TO%~APP OVED B AND PERMt`iTED BY NCDENR ilj' lh~ ~ ~ ~ I
_ ~ r ~ a~ EXISTING ~ ~ ~ i 1 j ~ , - ~ ~A ~ FIR~~IYDRP~T - ' - " ~ ~ ` POND ~ OR MY COfRPS CAF E GINEERS. ~ ~ ~ r^,, ~ ; ~,ANDI AR i ~
~ 91 ! \ ~ ~ r / / ~ ~ ' ~ ~ ~ ~ - _ ---316- ~ ~ ; j ~ BUNN LAKE li ,I i I ~ /7.ALL~U~DM$ION LOTS SFjALL H~,VE INFERNAL DRVEWAY ACCESS ONLY. ji ~
-v i i r ~ % kN0 INDIVID AL DRIVEWAY ACC SS T4~HAGWOOD~~AND STALLINGS,RDJ I~ ICI ' ~ I ~ ~ I,I
~ ~ ~ ~ ~ _ - i ( ,a~ ~ ar~~ a_~ ~u~~ ~10 x70' ~T~_ i ~/-'`i~ A - ~A~ ~ / f I ~ ~ / ~ tee: ~ a9~ ! ~ ~ ~ SIGhT 5~ ~ - ~ _ ~ i i s I' ~ l~.THE FRA KLIN CO. RECREATION REO IREMENT SHALL 8E FULHLLED BY III
,i / a ~ ~ ~ ~ ~ X2901 ~ ~ ; ~ ~ _ s _ - ~ _ ~ { ~ ~ _ _ ~`~l ~ ; ~ I ~ ~ PAYME TO RANKLI COUNIIY IN ~ EU OF CONSTRUCTION ~ ~ .
_ - y ~ ~ ~ GeB ~i f~
i ~ ~ i ~ ~ K r dP~ ~C% n-.. - - - ~ ~ ~ ~ ~ ~ - 2 9. WHEN HE TEST WE !L S HA I BEEN BORED AND THEW TER QUALITY AND i 4 V!E A ,l. f~} \ I V LUME AVAh BILITY `S KNOWN'~A SEALED AND SIGNED CO UNITY WATER SYSTEM ChA ~ j l (
m ~ i ~ _ 1 ~ - _ _ 1 I ~ f. a ~ l- ~ a ~I_,, cL ,2 ti i ~ ~ 4 - ! I ` WI BE ESiGNED BY1A REGISTERED ENGINEER. DETAILED HY LIC ANALYSES ~ ~ `(Z
i ~ I i ~ ~ ~ i ~ ~ ~ [fir 4~ / _ ~ / ~ ~ ~ ~ ~ ~ III ~ ~ WI BE OVIDI~D AS R~,UIRED BY~FRANKLIN PUBLIC UT1LmES DEPT, AND ALL a J
i i ~ ' I 4 ~ . l-`v~ n iJryh/' _ y h C I ~ ~ I( ~ t PLANS ND SPI`CIFICAT~Oj~IS MUST B~~PPROVE~ BY THE UTILITIES DEPT AND ~ G@C ~ r ~ ~ s ~ ~ _ Q
~~5 ~ f 4 ~ - ~ , ~ \NC DIVISION OFyIVATER OUA~ITY. THE CbMMUNffY WATER SYSTEM WILL
a, - ~ ~ _ _ tq ~ ~ z ~ >C / ~ + i ~ k ~ . , t ~ OWNED BY AIVD,OPERATED~BY AN NC~~STA~~ ~~-E~ UTILITY. (j ~ I'~~ ~ ~ ~ !`~D ' ! t~'
~ i ~ ~ ~ i ~ , ~ ~ ~ - , , ~_y _ ~ ~ i n f E -~C ~ ~ . IP ~RI BUFF S A G GeB I' ! " i ~ ~,10. ALL MAINTENANC I J'UBL EASEIaIE-NTS AND R A AN R LL ~ ~'V ~ ~ ~ , , ~ , - ~ Q i ~
i ~ I ~ ~ ~ ~ i ~(q JA ~ -:.~"-r ,4 ~e I tarda M. 1~~ :.~.~'~]r~ sd ~ G~ ~ A ~ ~ BE~.~ES b~jSlBl ITYbF I~ ACTED PROP~RTY`QWN~iS. TH~S N TE AND O , , I ` ~ ~ 7 ~
~ t•. ~ _ I ~ ~ i I ~ ~ '~`,c ` - w I -a , 400c~ ~N ~ ~ / i ~ ~ _ 1 k i i ~ i ( I `~i1 ~ ~ ~aQ - o , > AN~ALL R TRIO E EASEIUI A BtJFF~~i ~dALL<-6E ~ TATED G~ _ _ ~ , ~ ~ ~ I r/)h
t f I ~ ~ 1 ~ I 1 rya ~a ~ ~ ~ - _ ~ x s \ A`Nd~ S N ON ~I L~PLAT ALL BSEOI~ENT RQP~RTY b4~1RVE, S ~y--__ `s~h,Q s ~ ~ ~ ~ I ra , 31 ~ r ~ - R~~
I Q A i ~ ~ + US 264 w~rfi~~ ~ ,y ~ C OL V R ~ i ~ ~ ~tr,r ~ X_ ~ ~ _ .y
i ~ ~i ~ t , 1 _ ~ ~ ~ ~ q i ~ - ~ ( SON 0 ~
r , ~ ~ 1,.36, 8~,,~,0 ~ e „ ,c3 i 1 I ~ ~ ~ z ~ _ , ~ ~ _4~ ,ia 4 ~ - t
v r- ~ ~ D ~ i ~ ~ ~ ~ ~ ~ , I a I I i 1 V ~ ~ 1, i , - / i ~ s~ ~ 1,t ~ ~ - A ~ _L=£,,6: R aQUdU, / ~ i 1
~ < , , 1 „ i ,ti 20 1 ~ ~4 ~ i
~ _ ~ ~ ~ ~ ~ ~ i ~ 1 I+ ,c,/ ~_1 _ - y i ~-C=a7 ~ _rn~ir ~ -16 x ~ ~ i~ ~y ,4, ~ ~ i ~ ~ YD L, , x , / V , ~ ~ ~ ~ ~ ~ A~ ~ ~ ~ PROJECT HAWKS RIDGE SUBDNISION ~ ~,'i ~ ~ ANNETTE ~1, DISHN>~,R
~ ~ i~~-. ~ ~ i _ f:~ ~~~7.~ - v~- ,r~ ~ ~ , ~ e .ter , i~a~-~~ ~f, ~,b', ,S.e ~ % i ~ .r ~ 4 ~ / ~ ~ r ..1715 I ~ ~ _ _ T9' ~ 1Q5 ~ ~ ~ ~ ~ ~ ~ ~ t ~ . ~ ~ ~ PARCEL # 2716-95-2710 ~ SON ~ -gip ~ f 1
~l ~ ~ ~ - ~ ! ---sc'~ _ ter, i ~ i r - i ~ I ~ ~ I`7 ~ _ vmTMtFVa. _ ~ ~ ' - s LOCATED NW QUADRANT, INTERSECTION STALLINGS AND HAGWOOD RD(S) a~~~'/-`' y, i J
~ 1 / ~--i i , ~ / ~ e-- 1 i ~ I l ~ i ~ ~ . a - CLA681 ~ ~ _ ~ ~Ut ~ v . ~ . ~ _ ~ `L R o _ _ _ - / ~ ~ ` ~ , ~ 'i ~ ~ v ~ ~ ,mil - _ r ~ ~ ~ I 1 i 1 1 ~ ~ ZONED R-40
~ r z' T I~, wh ~ w , ~ , . ;t- _ _ ~ r. 4 _ ~ ~ ~ t , ~ LOTS 1- 59~ r ` ~ ,
_ - AR EA _ _ ~ _ \ ~ , ~ ~ ~ 4 ~ , ' ~ I TOTAL PROPERTY AREA 65.65 AC. (2,859,789 S .F1.) ~ ~ I ~ s ~~onaa - ~ ' s j TOTAL INTENDED SUBDVN AREA fi5.65 AC. (2859 789 S .Ft.))
3,~ . ~ ~ , i i ~ ~ - . ~ - ~ N ~ _ tr;a ~ - ~ ~ ~ ~ ~ f / ~ i ~ Areo - ~ ~ i ~ ~ ~ ~ . _ _ i ' TOTAL NUMBER LOTS -------------------59
~ ~ ~ 10 K TU N- ~ _ ~ ~ - y- 1' ~ r~~ MP AR TURNAROUND 5HA REM IN ~ ~ ~ i = - -FIR ~~1YDRANT _ ~ ~ ~ ~ i ,~~0 ; TOTAL AREA IN LOTS- -----------------2.524.077 SOFT.
AROt1ND ASE~IEt~T - ~ ~ ~ ~ ~v - ~~n+ ,~a~ ~i ~~1NTILj STR 4ANNECTED WfTH Flf ~1RE - , ~ ~ -a ° , ~ - - ~ Q ~ ~ ~ ~ _ - ~ i. ~ ~ ~ 9~~ ~ ~ A ~ ~ ~ ? , ~ ~ ~ ~ TOTAL AREA IN R/W~ -------------------335,712 SOFT.
~ ~ ADJ,~CE ~ _ - _ ~ _ - - - ~ - 9 i ~ ~ mss,` , ~ - 3 16 ~ 4 a us r , APPROX. LENGTH OF R/W 7010 FT 9 3
iNC. ~ ~ i,~ ~ / ~ ~ ~1~b~1a~~~, ~ a n L 590 ~ - MIN. LOT SIZE ----------------------------40.000 SOFT.
ZONED R-40 ~ , , , - - _ ~ ~ _T ~x , ~ i _ r~a~u ~ ~ - • a~~~ ~ _ ~ ~ _ . . ~ - _ y ~ A ` ~ AV. LOT SIZE ---------------------------42,781 SOFT. - '~4d' a~ Areo 4 ~b,5c~ 3 _ L~,3.._. , ~ ~
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I - ~ N ~ ,-o ~t7 ~ ~ e ~ 415: 48 , , i~~~r~ ~ ~ i 11 _ Via,. ~ ~ ~ ~ ~ ~e. o~ ~ A~i ~,V ;Q~I l
~ v ~ r A ~ ~ C ~ ~ _ I 1 ~ ~AS~Ci991 I ~ l - _ _ ~ ~ A ' z~~ _ ~ - i u ' ; ~ Gl ~ I 1 1. ~ ~ a; p~ i (z~ ; , ~o~ i i ~
~ ~ ~ ~ ~ ~ iV I ~ _ P~j ~jLL-- ~~-5( ~~;t ~3 L ~`_4~;, 000_ ~ I ~ ~ ~ . 10'k70' DOT`, _ ;o~E~ I ~ ~T ~ " T I i i I I L=~,. 35._ i m( I ~~~4=45,0.91 j ~ ~ ~ ~ ~ ~ ~
~ ~i f.l^1 i _ 4~ ~ ~ ~i' , DATES ~ ~ ~~u„a ~ I
~ ' d-4ff,~~'4] Areo. 4~ ~ ~-j 1Q~`j ! 2006 ' ~ 10~ i ~ ~ ~ r"~' ~ -
i 1 S k, ~ ~ . r ~ - R ~ j _ ! ~ - rt ~ ~
i-' ~ i SO f10 _ ~ ~ ( U - ~ ~ ~ ~ ~ ~ ~ ~ ~ i LLENTIN AND ' 4 ~ ~ =sos ~ ;~=a~ ~ 12 ~ I
I 280 ~ i~ ~ i ~ l ~ ~ ~ n~ ~ ~ s ~ A ~ _ J ~ \I ~ j I; ~ c~ _ , ~ ~ ~ ~ LL FARM' 542 ~ ~ ~ _ - NO le-~, ylr~kr~
~ ~ i ~ "~'q ~~'G1 1 it ~ ~V`'o„ ~ _urr,I t ~i1 ` c~ ) r I ~ R , i ! ~ _ ~ , ~ i ~ l fi- 0595 F' ay~~ _ _ u~ , R 4~r~ ~ Z NED~ ~-30 / AL 1 g~~ F~ i ~ L LOTS WILL BE SUBJECT TO FINAL
,i y~_ ~ ~ Ye - - - r i. ,1 _ I' ' ~ _ 7 ~ ~ ~ V i ~ ~~e~~ aoz5~~5 ~ ~ '2 / % ~~c _01, ~ I 1 I ~ APPR V 0 AL OF FRAKLIN COUNTY HEALTH DEPARTMENT. 4fi r ~ a
~ 290 _ ~ ~ ~ ~ ~ ~ ~ ~ ~ standard 4~ --~i!, -`E ro ~ Jl ~ ~ ~ i, i l 1 i ~ ' - - -1 - H,~~a ~eoos5 ~ 1 ~ i eel; ~ 1i , ~ ~ I!
~ II - r--- i ~ } r / ~ - ~ I u, i fi ~ ~ , I ~ ~,~i ~ 4 ~ ~ ~ f ~ _ - ~ I ! ail„ i~i~s,~l I Ili .I ~ ~ ~ I Till qi ~ ~ ~ i
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t ''4~ -7 i I I ~~d 1f"__CgA ~ Ali ~ ~I ~I ~ Strandard bi ~ ' ; t- ~ I th ~ ~ F L- ~ ~i~ I ~r ~ A~ _a 4...E. - 308 A M~Iroad Road ~ - , ~w ~ ~~i, ~ ~ I
I ~ =2 lt,-~' _ ~ ( y i,~r~ A i ' i ~ y~ ~ t , I- ~ , - ~ 1 S~N~ ~ ia~..4.~ l.. I ~ - _ i~BZ Q® ~9 ~ I ~~I ~ ~ , ( , , - _ i~ 1 ~ I,I
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SIGHT ANGLES PLAN 81 NQ I Telephone: Raleigh Office: 919 844-5556 mail address: PO BOX 20828
j i ZoNEa R_ao a, Faze 919-365-6883
Nei- k - 300 AALEIC+i NC 27619 Res. Office: 9t9-365_3300
10' X 70' NCDOT v SIGHT ANGLES
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Telephone Raleigh Office 919-844-5556 1 . < c 20828 Fax 919-365_6883 9 I _ - _ mad address PO BOX i y _ [IF
- RALEIGH NC 27619 Res. Office: 919-365-3300 ENCE uu
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~ ~ - ~ 28b _ ~ ~ ' S NT ( TE! EA'SEMENT SHALL EXIST % _ ~ 8 LDER ~ ~ EMIT ~ a` _ ~ - P OPER J ~ (FILL SLO I . _ . ~ ~ ~ [ t ~ _ ~ - ~ ~ _ ~ ~ ~ ~ ~ ~ ~ E OR T SH ON PL i 2% _ _ PE) ~ 1' babe+ ~ I I ANT ~ `~UFfH FRANKLIN CO., APPROVAL OBTAINED AND A 1' beee• ~ GRAt31l~G
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I / I Jii i ` ~ ~ i ! - ~ ~ 290 i ~ r ~ SUBGRADE ~ ~ a° ABC ~ ~ ~ ~ o 1 III I t ~ ~ l , ' - _ ~ ~ ~ ~ ~ ~ i ~ ~ ' ~ ~ ~ ~ i ! / ~S s" ~ o~~~, FRANKLIN COUNTY AND G~ IA APPLIC CSC ~ AT10N FOR APPROVAL. ~
/ ~ - - ~ / i ~ ~ I ~S ~ TYPICAL~NCD(~T ROADWAY CROSS- ~ rio~+ E a ~ i ~ ~ r - ~ ~ ~ ~ ~ I i TION , - s_ 3. NOTE! ALL STREET NAMES SHACI:~BE APPROVED BY FRANKLIN CO. PRIOR RECORDING FINAL PLAT / - - ,1`I
F - , _ - I I - ~ r i CTION J ~ ~ a SHALL NCDOT ~ _ _ ~ , i 1 i I STAI~7ARDS FOR ALL ROAD~YS ARE PUBLIC ROADWAYS TO BE DEDICATED TO NCDOT.
~ ~ _ - ` , ~ ~ , 'e` ~ I I ~ { A~ET11UD3, T'ERIAL~S AND CON$7A(1CT10N. +SIDE CHANNEL MAY 8E-~~_ s r-oR ALL~PUBLIC ROADWAYS AND INTERSEC`TIQNS SHALL BE CONSTRUCTED TO NCDOT ~ ~ STANDARDS t~ .MAY 8E--~ AND NCDOT DRIVEWAY PERMITS SHALL
~ ~ ~ / ~ - _ - - _ _ - - - ' ~ " I ~ i I ~ ' ~ ~AN~~ , OR UP T©f +-~E WF~RE SHOWN ON PLAN~R-Pf~ORLE. ~ _ ~ / / J ~ i ~ ~ ~ ~ 5 INA /U17LITY E NT IS OUTSIDE BE~ACOUIRED FOR ALL NEW ROADWAY CONNECTIONS
(TYP,ICA h ~ I ~ ~ ~ I i 1i~W~lOD1RCATION ' ~ ~ ~ i / i I ~ ~ i ( '~'Y'~ ~ MA NOR'~i TE PCY,ROUBib SHALL R~MAIp~ ~0 ~ ; ~ ~ ~ - - ~ ~ % / j ~ ~ I I ~ ~"fOEXISTINGPUBLI>&ROADWAYS -r~------- _ 'P. ~ ;~I I i i ~i~
_ ~ _ , _ - _ ~ / - ~ ~ A C NE D F ~iIT}i, UTURE ~ _ - ~ UBDNt~ION SIG~VAGE OF~~~NY) SHALL REQUIRE A SI~ / ~ p
Q(lA E ~ SUBDNI9 N ~ ~e~' p ~ - j- ~'1YPICpL) J ~ ~ I / i J _ j~ EA ENT~~ HAT 1S M III Ut M.. Z EASURR~D OFF THE RIGHT-OF-W Y, I, ~i
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a ~ i I ~ U ~ [ ~ , l BABA _ ~J ~ ~ / ~ ~ LOTS, WILL BE SERVED BY ~ i, COM?~U(JITY Vi(AT~R~YST~M, PLANNED BY A P.. APPR VE ' 1~ti',
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z ~ I ~ ~ ~ i ~ ~ ~ ~ -t ~~~~QLG --SNOT-9N-EM#~ANC€ISLA t ~ ~ r V~' 7 ~ i ~ ~ ! ~ ~ ~ - - ~ , , ~ ~ ~ ~ - ~ DRAINAGE AREA - BB~'>q IL S IENIIST.~ff'S~CCURACY WILL; BE VER IED IN~THE FIELD. III 'I
~ ~ _ I ~ ~ - - - ~ - - Y ~'O U D ~ ~AN L ~,0 N ON SffE 1'0 NOX CONTAIN SUFFIC NT SOILS TO MEET FRANKLIN
j ~ ' ~ ~ ~ ~ Stoi~cl ~ , . 4 - - ~~1 ~a o~ AROUND~EA ENT - ~ ~ ~ 1 ~ ~ ~ ~ Firm 41 _ i r ~~c'-4~ ~ " 1 COUN~1' ~AL~'H C~PT:;REQ~IREMENTS WILL, BE A JUST D TO DO SO OR COMBINE D ,u
~ i I ~ o. t. ~ i i i ~ i ~ ~ , , - P i - r r . WITH CENT LpT(S~ TO FEET T~10SE R~QUIR MENT ,,,~1 ~ 6. P SO SGIENTVST, S GE RAL Y IE 1u.
i ~ / ~ ~ I - 1~' ' L WIT~iIN THE CONFINES OF THE ~iIPAR( ~UF(~ER SHOWN ON THE PLAN. A SAL IMPACTS ON JURISDIC
~ , . f v _ / ~ ~ 114NAL I~! ~ ~1~~ DS WILL BE SUM D TO APPROVED B AND PERMITTED BY NCDENR II'
. ~ - ~ a~ i ~ ~ - ~ - i~, ~ - S~, _ ~ EXISIIN _ G - \ti 1 FI ~rJYDRA3~T F~ I ~ / / f ~ 9 I ~ - l ~ ~ - ~ , ~ 14R MY CORPS CAF E I i,iii G NE RS.
[ a ~ ~ , ~ ~ ~ ~ POND I / I 1 ~ ~ ~ ~ ~ ~ " , - - - ~ - ~ ~ % _ _ - 316---~ _ ~ ; ~7.ALL SK)N LOTS SH~LL H VE I ERNAL L7RNEWAY ACCESS ONLY. NN LAKE
~ ~ ~ sd~' I .9i{'E ~ i3~'~: ~ ' j~ ll 4 7q R= il~OJi; ~ ~ ~ ~ ~ _ y C /-~;~L~ - ~ i ' ~ ~ ~ ~ ~ NER ~ 1 ` i ~ ~ l j-'-~----r--_ _ j ~ - -c'r _ . ~ ~ 4 fir, _~,r. ! - - ~ R / ~ ~ i ~ ' ~ NJDIVIDX)AL DRfVEW,~f ACCESS T 'HAGWOOD~•AND STALLING~RD.}
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7 I ~ r'•~ _ ~ ~ I r9 ~ ~ a ~ ~'.`T" ~ STOP 9~l ~ A . ~ ~ I } LL OVIDisD AS REQUIRED BY ANKLIN CQ PUBLIC UTILTTIES DEPT, AND ALL - ~
' ' i ~ ~ ~ - - 1. ~ \ ~ 1 ~ ~ i j I I r~ f ~ e- ~~~a~ Q - - ~ ~ ~ i _ _ \ 1~, pLANS~~ND SPECIFICATIONS MUST B~`APPROVED BY THE UT1LmES J i ~ DEPT AND GeC ~ J i ~ \ NC DIVISION O1~JWATER ITY. THE C~OMMUN~TY WATER SYSTEM WILL ~ ~ i
3 i i i I ~ ~ ~ ~ - i - -r ~ ' X11. ~ - - - ~ \ ~ t ~ I ~ ~ Q ~ ~ \ OWNEp BY A1VD,OPERAT'ED AN N~~STA \ ~ - ~ ~
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~ I ~ ~ i ~ f y~ " ~c~A ~i ~ ti ~ ~ - a ,ti I ~ ~ ~ ~ ~ ~ I I ~ - _ - ~ v _ " - . t~n~lua ~ - ~ _ _ MENT AND. RIPARIAN BUFFERS ALL G { - - ~ ~ W ~ B~..THE EsPb SIBI ~ I 0 GeB ~ o ~ ~ ' ` ~ N, TY OF IN~'ACTED PR RTY~WN~RS. THIS N TE AND ~ ~ 1 r
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~ ~ , ~ ~ _ ~s _ - ~ i } ~ J t ~ ~ - J ~aQ ~ ' PROJECT HAWI,S ~ f ~ ~ ~ ANNE~TE W DISHN R PoDGE SUBDIVISION
i ~ - i ~ . ~ -~l , ~ i 9 .rte / - ~ ~ ~ ~ 7~ONEp: R-4Q ? ` ~ PARCEL # 2716-95-2710
~ ~ 1~~ ~ 1. ti trC lard ~ 2 1~, I ~ A ~ I t ~ LOCATED ~ i NW QUADRANT, INTERSECTION STALLINGS AND HAGWOOD RD(S) 2 J;
~ ~ area ~o4t- ~n i~, 'y ~ ~ ZONED R-40
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(TYPK: L} i ( ~ i ~ a 'r~ t , r- ' - ~:a ~1 ~ - ' ~ 1~~3~ 9Sf , , / ~ ~ _ - -z - - - - ~ ~ REA 65.65 AC. 2 ~an~ar , , , ~ (,859,789 Sq.Ft.) TOTAL INTENDED SUBDVN AREA
~M TUF~NAf~OUND ~ 'RE "j 10'x15' TU N ~ ~ v~ ~ ~ - Il ~ ~ y HALE. M N A. ~ o _ ~ ~ AROCIND SE~IENT F _ ~ ~ ~1N11 ISTR ONNECyT'(_D ylfl}i FUTl1RE ~ ~ ~ HYDRANT ~ ~ - , 65.65 AC. (2,859,789 S .Ft. ) % - ~ - q ) _ ~ . i / - t ~ , - ~ - ~ TOTAL NUMBER LOTS -------------------59
i _ 1 i - 1-r ~ ~ ~~v~ i ADJ, CE ~ - _ _ ~ e-_ $ Q ~ t J . _ , - ~ 320 t / ~ ~ ; , ~ ~ ' ~ ~ ~ TOTAL AREA IN LOTS:-- -----------------2524,077 SOFT.
INC. _ ~ - -7~~~e~,u ,~~i,r.~~s ~q- ~ 7~ us~~ ~ 9 TOTAL AREA IN R/W ~ 335,712 SOFT.
/6 ~ / i i ~ ~ v l~ ~a ~ o - ~ - ~ Y~' Z NED R 40 . , ~ ; „ ~i ? v ' ~ .d, a°' ~ r- n 1~~ ~59o aT' ~ ~ ~ 9 APPROX. LENGTH OF R/W 7010 FT
a 1 - - N ~ / ~ _ - ~ , " O l U \ MIN. LOT SIZE ----------------------------40000 SOFT.
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T- - i ~T~~~- 6' SHO LDER I - ~
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8' LDER 1 Y y ~ S N7 ( TE. SEME SHA EX T ( I ~ ~ ! l i ADJOININ X70 1---- ; - i 2$© I~ ~ ~ ~I~ ~ ~k ~ i ~ ~ ~__---I- _ ~ ~ IrSMNT I 1 ~ ~ V° ~ i - ~ ~ i 2/. _ I (FILL SLOPE ~ ~i ~ ~ / ~ P~iOPERj'~ ~ ~ ~ ' ~I ~ ~N OR T SH N 0 PL 1 P@ . ) ~ t' b~e* SIT ~t~# FRANKLIN CO. APPROVAL OBTAINED AN t' a ~ ~ D A GRA@I[~G ±
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i ~ ~ / ~ r~~ r/ H~F~ , ~ ~ ~ ~a, j t ~ ~ ~ _ I _ S ~TION ~ ~ NoAjrr+ ~ i X ~ _ - I ' -t - ~ / 1 ~ ~ ~ / ~ ~ ~ ~ / ~ ~ _ _ ~ , 1 1 ~ I ~ J ALy ROAD AY C STRUCTION SHALL NCDOT SFAN6ARDS FOR ~~.,ALL ROADWAYS ARE PUBLIC ROADWAYS TO BE DEDICATED TO NCDOT. - , 4RDS ~ AL~L`PUBLIG ROADWAYS AND INTERSECTIONS SHALL BE CONSTRUCTED TO NCDOT STANDARDS ~
~ _ _ _t-_ - ~ 1 ~ i ~ y - - - ~ I ~ Y METHOD s % i ~ ~ ~ „~c ~ ~ ~ , ~ / - ' S, ATERIALS AND DONS 110N. SIDE CHANNEL MAY BFr'~ I ~ ~ i = ~ .l 'MAY AND NCDOT DRIVEWAY PERMIT(S) SHALL B~ACQUIRED FOR ALL NEW ROADWAY CONNEC110NS
~ ~ _ ~ ' f ! ~ ~ / -,300 ~ 1 ~ I OR UP T~91' + WHERE SHOWN ON PLAN-OR PE{ORLE. ' - 'TQ,EXISTINCa PUBLIC,ROADWAYS ' ~i~~-- _
i ~ / ~ I i 5 NJA (UTILITY EA,~AENT IS OUfSIDE1i}YV MODIFICATION - ~ ~ ~ ~ f _ ON - ~ III 1~~
NORTH ~ n, - ~ ~ % ~ I f ~ MA TE Y,T`U R S LL R~MAI)~ Q ~ _ ~Y _ - ~ j ~ I `V ~ / ~ 4~~ _ _ ~ i i / i ~ . ° ~ i ~ ~ ~ ~ i UBDIVI~IC?N SK~IAGE (IF~QNY) SHALL REQUIRE A S1C'~1 ~ i i ~ = ' - ~ ~ ~ EA MENT THAT iS MEASURED OFF THE RIGHT-OF-W Y ~ ~ ,,i!~
u ~ls,T~~`r c N ED ,rvruR~ ~ - ~ ~ ~ (%fYPIC l ~ ,i ~ I ~ ~i~A~ENT~SUBDMSI N n N~ _ ~ - / ~ - ~ / ~ (~R~(F N<T~ EASEMEN~'~$HOWN SIG~1`WI~.L ONLY BE LOCA~D 1'~'~
~ ~ ~ ~ w c yF ~ / / ~ ~ °~Q ' TEMP,6RA Y TUR UND ALL REMAIN, k ~ , - ~ CABC WHE S WN ~ ~ _ r~;~f - _ ~ ~ ~ ~ ~ _ ~ ~~~26' STONE 8118" THICK , r / ~ ' z 15' TURN _ _ < UNT1L STf~EET N TEDIWITH,FUTURE - J f _ ~ j r~~1 ~ ' ~ AN~N7RANC~ ISLAISIDD WHEREIIF SHAWN ,I 11'
i d^ X l - r ~ U SE NT - - _ - i ' l r ~ ~ ~ A A NT N - ~ - - ,1 - ~ ~ ~ ~5:. NOTET LLB L~TS`SHiS L B SERVE~BY SEPTIC TA ~ 17 OR % I~ ~ ~6. A, ~ ~ `NK LESS SOTS WILL I
s~ ~ - _ ~ _ A WHERE S OWN) 1"~ - 4 _ Y ~ 1 ~ ~q' x 1 Tu~N- _ - ~ ~ ~ i \ I WINS~`ON AND( ~ ! HAWK S RI_ C ~ ~ ; _ ,i ' Hr. BErSERVED, BY~IND~!IDI~AL V~ELL.. BALANCE, OF LOTS, WILL BE SER~}ED BY ~ _-------rt~'"~ ~~~I
I ~ ~ AROUN EASEM~ ~ r _ - ' / ~ ~ / ~ ~ i - ~ \ / ~ , ~ . - ~ ~ I B BA Y. ~ i ~ ~ ~ - ~ 'COMMUNITY WAT)~R'"~YST~M, PLANNED BY A P:E, APPROVED AND REGULATED' " 'I`I
i ONED~ R-40, ~ 81~~1+ICDE , A D bWNED,~~pPERATED AND MAIC`1TAINED ~Y A PRIVATE UTILCTY. % 'ji ~ ~
~ ~ ~ ~ ~ t=om ~ _ 10' z 1~'~1fURN- I~' 342~''A~, / ~ ~ ~ ~ ~ ~dLU A ~ ~ I~, i ~~i I i
~ ~i, ; ~ ~ AR?~~ND,EASE ,z ~ ~ RIPARIAN BUFFER _ CAL SUBDMSION Ngt~S - j ~ i ~ a„~ ~ ~ SUED ION` LOTS A~iE ~AS ON A PRLL,.IMINARY~SOIL SU VEY MAP DEVELOPED ' ~
_ _ ~ ~ - ~ l~ 1i: ~ ~'-~P1C1T-~N~t~[[RANG€ISLA - i i ~ ~ _t _ ~ , _ ~C..R4~SIt~ i r i BI~~A I SCIENtIST.~ITS\ACCURACY WILL. BE VERIFIED IN~THE FIELD. _ ~ , ~ ~~4
r Y DRAINAGE AREA ~ i I Y 7 - ~ _ - . ~ - - ~ - ` ~ ~ ~~10 z 15 - ANY ' 0 f~OUI~D QN SITE Tp NO`f, CONTAIN ~ SUFFK;J~NT SOILS TO MEET FRANKLIN
Y ~1, ~ f ROUN ENT COUN 7 ~i~AL DEPT: REO ~ IREM]?NTS WIL ~ BE AQJUST D TO DO SO OR COMBINED 1 WIT1~ D' I~CE~fT LpT(S TO FEET ThiOSE R QUIR~`MENT , Ij
S ` : t ~ -t ~T t ~ / ~ ~ ~ ~ I~u 4f59 W -N38' 4Q' 1587"E ~ 1 ' ~I 6. Phi; SOIL S~IENT T, WETLAN S GENERAL Y LIE WffkilN THE CONFINES OF THE ~~~r~.
i~ i ~ ~ `aka ~ ~ _ ~ _ - - ~s. ~ A 1~ ~ ~ - _ !L _I , ~I~ARfA~I BUFFER SHOW, ON ~'HE PL'AN. ANA(/AL 11MPACTS 0~1 JURISDICTIONAL Ii,' ~~I
~ ~ f 1 ' ;,i 9 , i i ~ 1 / i i ~ ~ y~~ >y 4 ice` ~ o ~ ~ ~ _ - ~ ~ I, ~DS WILL ~ SU~MITT~D T0~'APPROVED BY AND PERMITTED BY NCDENR I,`~~;, I , ~i
i ~ ~ ' , ~ ~ EXISTING 1 ~ ~ % ~ Q ~ ' r-~R~~n' Rat~T , ~ - OR 1 MY COIPPS F E GINEERS. 9R i
9 ~ ~ -mot-- POND BUNN LAKE { ~ 7,ALL~SUSDMSK)N LOTS SHALL HAVE I RNAL DRNEWAY ACCESS ONLY. i l
/ / / ~ s3" "sp~,1 1 ~ t ~ ~l~,i 74 R uU~~.~ s. ~ ~ andaY~ . ~r ~ i'v ~~t7NER ~ f~ ~ ~ l ~ l ~r ~ ~ -1~~- ~ ~ r .?Fj~_ -i ~ _ 1 ,i r -~6 OP,56 ~ ~ Q ~ n _ ~-V / j~, ; ~ ,(NO INDIVIDk1AL DF)IIVEWAr~( ACCESS T ~ HAGWOOD~~AND STALLINGS,RD.) 9
~ ~ ~ t~ t( I , B.THE FRANKLIN GO. REC~iEATIO~I REQ(JIREMENT SHALL BE FULFILLED BY I I
~S'~ fi ,;~i ~ ~ ~ - ~ I , / , 290; _ _ - k~ - ~ ~ ~ - _ - ~~`BUE~i~. . ~ , ~ o ~ ~ 1PAYME T4 RANKLI ~ COUNIIY IN L EU OF CONSTRUCTION ill
- i N ~ ~ ~ ~ Ge r ~ ~ B ~i ;r ~
I ~ ~ 9. WHEN E VEST WEI.~L(S) HA1~ BEEN,BORED AND THE WATER QUALffY AND 1~ ~ I ; ~ III to
I ~ ~ ~ ~ ~ Wit,- + ~ - - . - / ~ v ' ~ i 1 r ~ r P1. ~ ~ r. b ~,~~--i im a , i , i i t I ! j i ~ ag ndar~ i2 - ,I ~ tf~ - ~ - _ ~ nrea 46140,e~ % r r ~ ~ V LUME AVAI~.ABILITY IS KNOWN`~A SEALED AND SIGNED COMMUNITY WATER SYSTEM ~ ChA~\ I ~
i _ _ - - ~ ' ~ ( r ~ ~ _ 9144,-~ _-I~ ~ ~ ~ ~ \ ~ i WI L BE ESIdNED BY~"A REC~S ED ENG ER. DETAILED HYD~ULIC ANALY ~ _ ~ ~ SES Gel I~ 2 i ~ ~ ~ WIL1. BE OVID D AS REQUIRED BY >;RANKLIN CO PUBLIC UTILITIES DEPT. AND ALL , E
I ~ ~ _ 1~ ~ I I ~~-:~,_s:- z 70' T A ~ 1 ~ ~ i f ~ e- - ~ ~ t I ~ J ~ ' /1 ~ ~PLANS~ ND SPECIFICATIO S M T ~ ~ ~ J ~ \ ~ ~ N US B~'APPROVEl~ BY THE UTILmES DEPT AND _ ~ GeC
~ \ z \ ~ ~ ` \ NC DIVISION OhJNATER t'?UA~ITY. THE CbhIMUNITY WATER SYSTEM WILL '1 Q JD '
n, i I~ - ~ - - ' ~ ~ ~ _ _ 8 << r~- I ~ ~ ~ ~ , _ ` 1 ~ i l~ ~ 1 ~ OWtJ BY A1tlD OPERAT AN N~STA ~ ~ ~ ~ ~ ~ ~ TE`'L~- NSED UT1LffY. ' ~ ~ : r i j Y ~ r ~
i ~ ~ i ~ `I - - ~ ~ _ qtr .10. ALL MAINTENANCE I PUBLIC E~GSEMENTS AND. RIPARIAN BUF RS HALL Cj G _ , ~ rS
~ t ~ t 0 r _ ~ I I ~ _ _ , _ - ~ , .~°7~ ~ ~ ~ - ~j u" undr h~ a i l ~'~ar.~ 38 L ~ ~1~ ~ - _ - - p GeB ~ B TH ESPO SlBI ITY ~F ACTED PR RTY WN S. ~D ' ~i ''~%i!r` ~ ~ . N, ~~R~ -C?~-- ~-THJS N TE AND ~ ,
~ ~ ~ I I I ~ - - ~ d iJri ~ ~ ~~ir' 1 i=rP~a ~I7~'14r3~'~,, ~ 4(1584s~9 iA ~ ~ ~ ~ U n ~ ~ , tip., ~,AND~ALL RE~TRiC E EASEMENT B~FF~ ~PdALL~E!50 TATED TO NC 97 ~ _ <G(~,~
~ t ~ 1 I - - ~ _ ~ 1bFrlA ANR SHOWN ON ~FINAL~PLAT ALL BSEQI~ENT ROP~EiTY ~~~S4JRV~t'I'S ~ - ~'~es~r;;; ~ , , s~ 31Q . N ~ ~ ~ i i + US 264 ~ r,iq wq,~r''~
r o. ~ F 1 ~ 1 i ~ _,,r 1: - 1 'C A_ 1iin CV,~ ~4 ~ ~ ~ ~ ~,A, p 1 c - ~ a. 1 ~ I ~ - ~ I ~ ~ / ~r ~ _ ~H
- ~ "i ~ ~~o ~ n ' ~ f 1 1 Hr~ .~:u-1 ~ jA t A o~'X o i ~ ~ i i - ~ i ~ . a SON ,g-~0 _ ~ .r ~ ~ ~ ti .e
~ w / / ~s ~ A F~O.OU ~ ~ ~ ~ ~ V J f _ e ,,_'~r'3 f 5' ~ ~i ~ ~
\ ~ - - _ J ~ Y ~ 1 s2 ~ - V ` _ - ~ _ / _ it I ~ i _ ~ - ~J' C x~ ~ ~ L-..~ ~ . ~ = / \ ~ I
1 1 ~ ~ l ''6`-- ~ ~ __s.~~ AA f 7~ - ~ ``yo'b - r'...~ 1S~`~S~Y~Ja4 ~ - ~ ~ , ~ ~ ~ ~ r ~ M A R
/ ~ ~i I i ~ h ~ ~ ~~1 ~ ~ ~ ~ ~ , I ~ 1 Y `I I I - - - - ~ ~ k ~ ~1/ ' jr i ~ ~Cs47 1'~u ~ ~ 6 'i. , 1- ~ ~ ~ f _ ~ r 1 , i 11 ~ I i ~ $ . - - -'`,1~ ~ ice" - I _ ~ _~i ~~i ~ : ~ ~ ~ CLYbE LAND ; ~ i ~ ~ PROJECT HAWKS RIDGE SUBDIVISION l; ~ A ~Q~ _ ANNEXE .E~ D HN R ~ '
t - o . ~ 1 i I. ~ 1 ~ ~ _ ~ S A Y I - as warn ~ us - _ ~ _ . ~ ~~''c ~ ~ ` _ ~ ~ i, PARCEL ~ 2716-95-2710
i r< a/„~ ~ ~ ~ ~P ~Q ' ; i r ~ ~ ~ ~ , ~ ~ ~ ~ LOCATED NW QUADRANT, INTERSECTION STALLINGS AND HAGWOOD RD(S1
fl iJ ~ ~ ~iA O~'~}_' ~ _ _ ~!~P 1B~`'~ - i ~ / ~ i ~ I-m~ ! ~tund~,r a - a ~ 11 ~ ~`1 ~ ~ - ry - ti ~ . ~ 1 ~ r 1 s ~ ' 1 ' 1 i ' ~ ZONED R-40 ~ 1 ~ ~ 1
f - z RNA { ~ ~ ~ _ ~ ~ l ,gti / ~ ' y 1 ~ ~ ~ ~ ~ ~ LOTS 1- . j 59 x I 1 Q I r
~ / i ~ - i ' _ - ti~ 0 8'x3'4 , _ ~ ~ ~ ~.ds ~ / 1 ~ _ - o ~ i i i _ - ~ =u~~h8,/rte 9s~a~o ~ ,Fay~3~ - - ~ ~ ~ /i ~ 1. , - ' - f ~ - ~ r / 7'~ ~ ids 9 ~ 0 ~ 1 ~`'~o~~ ~ r I V ~ ~ i TOTAL PROPERTY AREA 65.65 AC. (2,859 789 S .Ft.)
~ l ~ /r q ~ r/ ~ i'~, ~ r ~ ! ~ ' ' TOTAL INTENDED SUBDVN AREA 65.65 AC. 2859 789 S .Ft. ( q \ 1 _ J.° I ~ i
i ~ 10' z ' TU N- I ~ ~ - - - ~ ~ y ~ ~ ~ 1 _ ~ 1~ ~ _ . MP RAR TURNAF~OUND S~HA 'REM IN \ ~ ' _ ~ f - ' r ~ ~ ~ I ~ ~ TOTAL NUMBER LOTS -------------------59
~ r ~ AROUND SE~IE r~ ~ ' ~ _r - FIRE HYDRANT ~ - - _ _ - - - ~ - ONNE TAD WFfH Flti'~1RE ~ - ~ - - ' ~ ~r - - _ ~Q P~ `rte i ~ _~i;~~ ~ y , ~ ; „ „ ~ ' ~ , ~ , TOTAL AREA IN LOTS-- -----------------2,524,077 SOFT. ~ i I TOTAL AREA IN RIW~ --------------------335,712 SOFT.
- ~ - ~ _ 4~ l r 1 i ADJ CE - , _ - - - _ ~ ti. 6° ABC i ~ i _ - - A. ~i r-~ ~a`= ' d rl ~ , t ~ ~ ~ ~ - '.t _NC , ~ ~ --'4~a. eve' ~iS p 1dC~ 1 ~ / ' I ~ ~ 1 _ , FT APPROX. LENGTH OF RIW 7010
' 'Y i b'~' / v' i"~y11 a 'a~ D 1> S90 ^P 3 _ 2p, .4J'/ ~;a / ~ ~ ~ Y,1 ~ a P4'~ ~--p~ ~ ~c ~ , , ~ x~ ~,'a- MIN. LOT SIZE ----------------------------40,000 SQ.FT.
ZONEp~ R-40 ~ - ~ - . _ - ~ a..~ ~ I .r 4 , ~ _ ~ ~ ~ - _ _ - - ~ ~ - 'T;G. ~ ~ _ . ,
~4'~ _ ~ _ ~ ~ R~#_a~~ Nreo aya~o-rj j ' ~ ~3 ~ AV. LOT SIZE ---------------------------42,781 SOFT. ~ ~ .Cr59f R-5 0 ~ ~ ~ ~ , Ou - ~ ~ ~ ' =roa.~>6 ~ ~ { ~ ti- ~ g ~ JL I DACKS~
j ~ ~tany~{ard •f' - A, ~ANGLES',~ - ~.A % / ~ ~ _ ; . 1 , ~ ~ ~~~'I~/ ~ FRONT AND REAR 50 FT 5 ~ , , r; ~ , I ,
I ~ 5 ~ ~ ~ v STOP SK~J- ~ ~ , ` v _ , n,~, I ~ ~ ~ SIDE 20 FT
- " ~ \ ~ ~ ~ 10' z 7p' NCDOT ~ _ ~ - _ - - ~ ~7 4~ i - spa-rrAr~.>:S ~ ~ ~ ~ ~~~\.~,I ~ ~ - _ __l~ ~ ~ ~ o ~ ~ 1 I i
~ °Ik i - / ~tgna~r~ ~ti~ _ ~ _ _ - ~ ~ ,spa N . ~ ~ ~ p 1~S/~ ~ - - - ~ -`r ~ yi q;~ c'W~ ~ i ~pp~ ~
I . ~ - _ _ - _ _ ~ L ~ _ _ _ _ - r ~ _ ~ ~ 1~., i ~ x,993_ ~ --t ~
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~ ~ ~ ~ _ - c 4t~+4` - _ S ~ - ~ I L c„ter, P [ 1 - - ti ' ~ / p ~i 'y~ i ~ ~ i . Q ~
- ~ ~ - ~ ~ Y : , _ - I _ ~An jl ~ 1 % ll ~ ~ ~a, / ' /
~ 1 ~ ~ _ ~ ~ ~ ~ ~ -L~hro43 n ~ .A~ ~ s ~ ~5~, R=5 600 ~ ~ Y ~ ~ - ~ ~ % i ,10 X70' T~ e-s,.o5 I, Y~ y a~ 6a ~ ~ ~ i - - °Q~
`i. andard~3 -1' 'SIGHTA ES"~ / - ~u~i=~ - 1 1~,, i ?5., ~S 1 ~ - ~ - ~ i ~ ~ i X ~ 3S s - eU . ~4f1:4r~~08 y ~ b ~ Y ' Y ~ y ~ ~r ~ ; ~ ~ DATE S ~ ~ 13
' / 2 Q - ~ 'i ~ / ~ Q , a rye ~ ~ ~ ~ ~ ~ 4~0~006
~ ' a e-9?"6. ~ l L ~7 501UU Y - i ~ ~ ~
li r ~ ll" l Y ~ Y~ ~ e- 5 ~6~a~ ~ i ~ ~1 ~ ~ i I 4~~ ~ ~ w i n~ - ~ ~ I I. ~ ~ ~ - ~ ~ t ~ ~ ~ ~ ~ ~ ' ~ ~ 1 ~ ~ i ; ; LENTIN AND /
280 _ i Y ~ ~ - _ - I v~ '~'f1 1 ` ~ ~`i---~ - a k-~E1.1Jv~ L FAR ~ - - _r 542 ~ _ ~ ~ A - , I °
8 ' r ' ~ =5 ~ ~ ~ ZONED ~-30 . K _o,.u ra. ~ r' , ALL LOTS WILL BE SUBJ s~~r ~ ~ ~ , f j ECT TO FINAL
- - ~ az!. _ - / E ~y"4 ~e~s~~8 - ~ ~r ~ i ` ~ - - - _ ~ ~ o i~ 71 ~ 7 % - ~ ~ ~ ~ - a_ ~ '1 ~ pt6r~~a.r * 5 1 ,~0 / rn ~ Mz ; ~ - , EN ` ~ ~ APPROV ' AL OF FRAKLIN COUNTY HEALTH DEPARTM T
9 ~Fa J.i$ r I "r i ~ ~ I ~ 1 / ~r P 40~_~a " id ~ 4. - `6I 46 . ~ - - -
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~ - --100 ~`L00' / - 360% - - . ~0 ~ i ~ STOP SI . ~ ' ~ , - ~ ~k ~ ~ ~ t ~ ~ ~ T - - I ~ I II I~ i I I~ ~ ~ I ~ I I I I C u ~ ~ ~ o I,, I ,
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- ~ _ ~ ~ L ~ 1 ~tar,_ rd - n ~ _ ~ ~ 300 ~ ~ i r„ ~6e-. - - ~ 9a~ ~ , Mi~road Road ~ ~ ~ L n 4c ~ ~ II
i ~,BA1iENT1NE~AND ~ I V ~ I i / 10-~z70-NCi3~~ _ 04~5~ ~ 3.i>~ ~ ~ ~ ~ i - r~ ~ii ~ ~ Rale~h ~ i~~nrli ~ ~,r Ilii m ~I ~ ~ NC XIII ~ I 1 1 - I i; 1 ~ ~ ~'s ° ~ I
- _ ~ i ~ ~ ~ i I~~J~~ _ ri~i~~! ill
VLL rnnm --+c SIGHT ANGLES - °A06~ \ Telephone: Raleigh Office: 919-844-5556
V~ ZONED, R-40 so ~ ~ , mad address PO BOX 20828 Fax [phone]
- RALEIGH NC 27619 Res. Office: 919-365-3300
300 - PERMITTED FOR CONSTRUCTION 10' X 70' NCROT
_ N81`, _ SK3HT ANGLES

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IFIEE NAME i i FILF NAME

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~ ~ ~ ~ ~ ~ ~ ~ 1 / % / 6' SHO~ILDER ~ 5' ~ , 1 ~ r ~ ~~270 - r , 7 I r ~ ~ ~ ~ ~ ~ ~ ,`I 5 % ~ ~ R W , ~ (MTV, UT SLOPE) DRAINA 5 NOTES! DRAINA / - _ 1. AN E OSION CONTROL PL
I ~ ~ I f ~ ~ - r 1 ~ ~ f ~ t i ~ NA LffY-~ ~-2p~ UTI ~ R AN SHALL BE FILED ,
j ~ i ~ ~ ~ ~ ADJOININ ~ 70 ~ ~ t _ - ~ ~ i ~ ' ~ ~ ~ ~SI~NT ! TEI EA~SEME SHA EXIST / / ~!,~Sy6ULDER ~ NT i NT ~f1ITH~F~ANKLIN CO., APPROVAL OBTAINED, AND A GRADING
~ , P OPER _ ~ ~ ~ I FILL SLOPE r a _ i ~ ~ ~ ~ ~ i ~ iMIF~ETHE OR NOT SH 0 ~ ~ - ~ I ~ s ~ ~ I LINE ~ - ~ ~ b ~ _ PERMIT OB fAINEO PRIOR CONSTRUCTION ~ ~ ~ I 3 - i
/J I I 1 ! ` _ _ ,0 A I / ~ ~ I ~ ~ 1 / ~ li; ~ - - _ a ~ ~ ! ~ ~ ~ GHLY,EOMP CTE ' SF 9.5A A ALT PVMNT I / i~ / ~ ~ - ~ ~ /A ~ S y~~" \ . SUBDIVkS14N NAME AND~.STREET NAMES SHALL BE SUBMITTED TO 2, S;
~ ~ - - ~ ~ - - ~ ~ _ ~ ~ ; ~ ~ ~ ,~I ~ I ~ i - ~ ~ 29© I 1 f ~ 1 ~ SUBG DE ~ I !8" ABC ' ~ ON / ~ I i ~ I i ~ S rr , . I~ 1 T ~ ~ I . ~ --f ) ~ t ~ ~ C ~ ~ _ ~ w lp FRANKLIN COUNTY AND G1S~~IA APPLICATION FOR APPROVAL. ~ NS .i
i ~ i~ ~ I ~ - ~ ~ - 1 i~ i ~ ~ ~ ~ ~ i ~ ~ - r _ i~ l I I, ~ ~I t - _ i ! S i,iilli~ I ~ 1 1 _ ~ f ~ ~ y ~ i ~ ; I ' i ~ TYPCAL NCDC~T ROADWAY CROSS- TION ~0~s 3. NOTE!,-ALL STREET NAMES SHAC1, BE APPROVED BY FRANKLIN CO. PRIOR RECORDI NG ANAL PLAT / ~,I
~ 1 NOA ~ ~ I ~ - a ~ i` r / ~ ' + i i ~ ~ •i ' I j ~ I ~ ~ z ~ -F- / ~ ' ~ ~ ~ , 'I . ~ 'I j AL 'ROAD AY CONSTRUCTION $~iALL I~'FNCDOT ST~6ARDS FOR ~ -..ALL ROADIN><1YS ARE PUBLIC R4ACC~tAYS Tfl BE DEDICATED TO NCDOT. ~~j` RDS FoR ~ ALZ~PUBLIG ROADWAYS AND INTERSEC~TlQNS SHALL BE CONSTRUCTED TO NCDOT STANDARDS Iil'r
~ ~ ~ ~ ~ j i , ~ 'i ~ I I ~ ~ M DS, TE~AL$ AND C s ~ ONS 110N. SIDE CHANNEL MAY ~ _ y, MAY 8E ~ _ ~ AND NCDOT DRIVEWAY PERMIT(S) SHALL EEACQUIRED FOR ALL NEW ROADWAY CONNECTIONS J ~
~ % ~ ~ ~ ~ ~ ~ i ~ - ~ ~ 4 << > I r _ ~ ~ TRIANGU OR UP TO ' ~ _ I ~ ' i ~ / / t' r - _ - ~ . / 300, ~ ~ i ~ I 1 + WHER€ SHOWN ON~1N-OR ~P130FILE. ~ORLE. !7T-- _ ~ th ~ 'TQEXISTIN~ PUBLIC,ROADWAYS 'I~ 1~,~
/ _ i~ ~ ~ I i ~ ~ ~ 5 DF~AINA ~UTILJTY E ENT IS OUTSIDE~I/WMODIFICATKNV ~ ' " I~! BDM810N SIGNAGE (IF NY) SHALL REQUIRE A SI lu
~ ~ _ ~ ~ I ' ~ i ~ i MA NORTH ~~~d~ ~ . ~ ~ / TEMP Y/1'1JRN~iRO SFjALL RE~MAI~ ~ ~ ~ ( i i !i; ~ EA MENT THAT 1S MEASURED OFF THE RIGHT-OF-Wi~Y, I!; 11~
~ ~ U ~STRE C(,~NN ED lNtl}i,~llTURE _ _ I ~ ~ ~S A¢~E SUBDMSI N ~ / ~ ~ ~ rye as i - _ c7r~=r_ _ ~ ~ ,x ~ ~ ~ ~ i u~ ~ F N~~EASEMENT~SHOWN SIGI~'WI~L ONLY BE LOCA'f~D { ~
i ~ ~ i ~ ~ ~ ~ ~ ~ w - ~ ~ i _ ~ / X10 ' TEMP,ORAE~Y TU NAR ND ALL REMAI~ i , C,4BC WHE WN ~ ~ _ r~s„~~~ - - ~ - ~ ! b x 26' STONE~N~18"THICK ' x 15' TURN ~ _ ~ ~ _ ~ ~ " ~ . Ury~L STREET ONN CTED WITH iFUTURE x'~'-~ - ~ ~ " ~ QN A~ NTRANC~ ISLA WHEREJIF S~HQWN
' % ~ ~ I ~ ,o,WOU D F,~ASEI~I(=NT _~p ~h,- _ , ~ ~ _ / i ~ i ~ ADJACENT S M ON ~ i i r ; , ~ ~ ~S:,NOT~h LL L TSSHA L B SERVED BY SEPTIC TA ~ 17 OR LESS MOTS WILL ~ ~ 1\
I ~ J _ ~ ~ 7 ~ , ' ~ X~~ _ (8" CABC WHERE OWN) ~ ~ ~ ~ ~ ~ i - ` I N D HAWK'S RI x 1 Tu~N ~ , WINS AN i HT, . ~-s ~ ~ ~ ~ ~ i i , nl i ~ BE~ERVEE~ BY~ DIVIDUAL Vk~EELL.. BALANCE. OF LOT~_ WILL BE SER1)ED BY i''~l Frr.. iN ~
I ~ , aROUN E~sEM~r~ ~ ~ z ~ / % I ~ f t BI~BA ~ ~ _ _ lI '~~i A COMMUNITY WATI~R ~YST~M, PLANNED BY A P:E,, APPROVED AND REGULATED' ~I~ `il,
~ ~ ~ I ~ - - - _ ~ - I ~ ~~ONED~ R 40,.E _ ~ ~I BY`1VCDE , A D OW~ED,'QPEF~TED AND MAINTAINED ~Y A PRNATE UTILITY. ~ I I I
~ u, , + ~ ~ 34.2 ~ ~ , y , i ~ ~ ~ ~ ~ 10' z 1~` fiURN _ ~ ~ , s j i~l ~II
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l~ ~ ~ INAGE AREA j l ~ ~ ~ ~ ~ 'fi'n r,-. ~ ~ ~ i - - - - - ~ _ ~ X 1~J - _ArIY ' 0 D QN ~iTE ~`O NO'fi, CONTAIN SUFFIC?~NT SbILS TO MEET FRANKLIN I i G ~ ~ ~ CO ~ ~ AL PT,. REQ ~ IREM~NTS WIL ~ BE A JUST D TO DO SO OR COMBINED I V~,. UN~'Y ~i ~ ~ ~ ~
- ' ' AROUND~EA ENT ~ ~ G ~ - ~ o. " ~ CE L~T(S TO ' EET OSE R QUIR MENTS, 11x1 I'
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/ ~ _ I ~ I / ~ 2 . 17...~t~=- _ , ~il~ OF ER SHOWN ON r~'FiE PLAN. A /AL IMPACTS 0 JURISDICTIONAL `ti I
~ `6` L 4r 1 ~ ~ ~a-"``~ / ~ / ~ ~ ~ J ~ I ~ / ~ ~ ~ 'P _ i ~ i ~ V~,TYA~DS WILL ~ SU ~M ~D TO~APP OVED B AND PERM D BY NCDENR IIi Isl ~ ~
~ ~ ~ / r { ~ ~ I i ~ ~ ' ~ ~ ~ ,r~ ~ - - ~i ~ ~ EXISTING ~ I ~ _ ~ -r ~ - FIR~~II'DRAiQT ~ ~ ~ POND ' ' ~ ;A IOR ARMY CORPS OF ENGINEf?RS. l l 1 ~G ~I' , rte., _ ~ , ~ ~ I
~ ~ ~ ~ / / ~ ~ us ~ ~ ~ ~ - _ W~ t'~ ~ ~ - r BUNN LAKEI~ ii i 7.ALLM LOTS SHALL HAVE IN RNAL DRNEWAY ACCESS ONLY.
~ ~ ~ , _ h r X04 _ ~ ~ I I, i ` INDMD~J~AL DR~IEW~:Y ACC~S5 TQ'HAGWOODVWND STALLINGS,RD.) lil r ~ ~ i!f ~1 '
~ ~ ~ / ~ ~ ~ tai as ~ a~ a~ ~~n7 10 x 70 T f ~ - - ~ AN 1 ~ i A ~ $.THE FRAp1KL(N CO. REC~iEAT10~1 REQ~JIREMENT SHALL BE FULFILLED BY j; ~ + I, ~
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~ ~ ~ ~ ~ - - -1' ~ _ 2~ 1 / ~ - - _ x=' ~ - i / ~ I ~ - - ~ ~''4~ _ ! ~ '7. ~ ~ ( ~ I I - - - i . i i ~ ~ GeB ~f ~ i
- I ~ ~ / - - , i i~ ~ i i ~ 0 i ~ ~ i o1~ / ~ 1 ~ - - 9.,WHEN HE VEST WE I (S) HAVE BEEN~BORED AND THEW TER QUALITY AND - I~' A, ~~l
VOLUME AVAI ABILITY S KNOWN;`A SEALED AND SIGNED COMMUNITY WATER SYSTEM ChA ~ I,f ~ l , WI L BE ESIdNED BY{`IA REGIS ED ENG ER. DETAILED HYDRAULIC ANALYSES J ff
1 '-I~ f .-ic -~1 _ 5a, ~~~r'~ ~4-Yi E ti~ - 9rra ~140~ ~~"r; ~ h ~ ~ ~ ~ ( ~ ~ 1 ~ ~ Ar c_. ~ ~5 ~ / n ° ~ tCJ~ ir, L=45 ~fz. JY ~ 1 _ _ ~ I y - ~ _ I1 ~ ~ ~eC- Z ~ WI BE )iOVIDED AS REQUIRED BY FRANKLIN CO PUBLIC UTILmES DEPT, AND ALL ~ I J
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~i - ST 91G~V NGL~ ~I ~ , ~ ~uooa ~ _ - - rt- - - \ , "t, ~ ON 0~~ A R ~ Q r , ~ , NC DIMS( ~ TE C~UAI~ITY. THE C~7MMUNfFY WATER SYSTEM WILL ~ , i ~ ~4
~ ~ l ~ ~ ~ ~ n ~6~G tea. _ f ~ I _ . ~ ~ I .r, ~f ~ ~ t OWNEp BY AND~OPERAT~D~BY,AN NG,STATE~ UTILITY. ~ I .
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i M1 } _ ~9 •4~a/ ~ + ,N ~ , i ~ r ~ ~ I t 0 3. ~ - - ~ If ~ , A B~TH~~ESPOI~SIBI~~ ~y~F ACTED PR~P~RTI~ WNL~iS. TH N TE AND / ~ , ~fi'F `i'"' ~ ~ V rr ~ fit,, r~r~ - ~ o
f t t ~ ~ / a1 .mod r ~ y: fir 0 a .,9 ~ ~ ~ n ~ 4 ~`~ANQ~~LL RE~TRIC EASfM ~ BUFIis' ALL~E 0 TATED TO NC 97 ~ ~ ~~AN°s~rwh;~~ ~u r~
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_ _ _ _ _ , r I / , ~ ~ ~ , _ _ ~ ' I I~- `8~~ ANNE~'TE H_DISHN~R ~ i ~~r~ ~ ' PARCEL # 2716-95-2710
~ • f - I ~ ~ ~ ~ ~ / _ - r•PFpN- " d'`, ~ _-c 9.450 x-w`t~~ f~ _ q~~-~ i ` r ,>r ~ ~ LOCATED NW QUADRANT, INTERSECTION STALLINGS AND HAGWOOD RD(S)
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r- ~ , A N EA EN~N'j ~ ~ ~ ~ ~ r ~ ~ ~ .r , a~ o a . ;4 , ~ 1 ` ~ ~ ) LOTS 1- 59~ ~ ~ ~ ~ ~ r ~,la ~I I i
v ~ ~ ~ ~ I >v , - - - _ r ~aa~ ~ ~ ~ ~ > 1 ~1 I i j TOTAL PROPERTY AREA 65.65 AC. (2,859,789 Sq.FtJ 1 11 I ~ > ~ ~ arraa~~,l ~ r ; TOTAL INTENDED SUBDVN AREA 65.65 AC. (2,859,789 S F1.))
_ / ; ~ ~ ~ ~ ~ - ~ ~ i/~ ~ _ ~ I i + area ~ dl 1 ,y', 1. ( ~ ~ ~ ~ a' i i ,,,p..,,.~ j I
_ - - i 10'z TU N- ,r ~ - - - ~ ~ ~~L ~ ~ j Y~MP AR~TUT'INA~OUND S~HAI,L REM IN - ~I ~ • ~ -FIRE HYDRANT - ~ - - % ~ yt~ ~ , ` _ - I ~ ~ ' 1 TOTAL NUMBER LOTS -------------------59 ~ ~ ~ , ~ ~ ~ ~ f~A i I ~ TOTAL AREA IN LOTS.-- -----------------2.524,077 SOFT.
i f+R ND E ~)l ~ ~ ~ - ~ =ice ~Nn ~sTR~T ~ONNECT~o v~ ~ ~ - T ~ , ~ . _ _ - ' TOTAL AREA IN RIW~ --------------------335 712 SOFT. . ,
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/ / ~ ~ ~ 4a ~ 3 5, ~ ?o i - _ ~ , _ - MIN. LOT SIZE ----------------------------40,400 SQ.FT.
9 ~ - ~ __r „ r. ~ ~ ; ~ ~ a~e.sa; ~ ~ ~ ~ _ i . , AV. LOT SIZE ----------------------------42,781 SQ.FT. d ~L~'34k1 ~'4A~9 Area 4 ~ 2652! 3
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_t 1 L/ 1 Vb NV rHrrm K+t SIGHT ANGLE 1Telephone: Raleigh Office: 919-844-5556
Z01E[, 40 ; le o U P ti, ~ mad address PO BOX 20828 Fax [phone],*?ENCE 11111 -1
RALEIGH NC 27619 Res. Office. 919- i ~ - _ 365-3300 II II i , ,
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