20011383 Ver 1_COMPLETE FILE_20010914

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael Easley, Governor
Bill Ross, Secretary
Gregory Thorpe, Acting Director
A 1 ?W AJ
•
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
October 2, 2001
DWQ # 01-1383
Wake and Franklin Counties
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS and
Neuse River Buffer Rules CERTIFICATE OF AUTHORIZATION
Mr. Thomas Beebe
Tillet Development Company, Inc.
6729 Falls of Neuse Road, Suite 200
Raleigh, NC 27615
Dear Mr. Beebe:
You have our approval, in accordance with the attached conditions, to place fill 139 linear
feet of streams and protected riparian buffers for the purpose of constructing a road crossing and
sewer line within the proposed Richland Hills development, as described within your application
received September 14, 2001. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification Number 3289. This Certification allows you to use
Nationwide Permit Number 14 when the Corps of Engineers issues it. This approval is also valid
for the Neuse River buffer rules (15A NCAC 2B .0233). In addition, you should get any other
required federal, state or local permits before you go ahead with your project including (but not
limited to) Sediment and Erosion Control and Non-Discharge. Also, this approval will expire when
the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid 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 wetland
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be
- - - required-as described in 15A NCAC 2H .0506 (h): For this approval to be valid, you must follow
the conditions listed in the attached certification and any additional conditions listed below.
1. Deed notifications or similar. mechanisms shall be placed on remaining jurisdictional
wetlands and waters or areas within 50 feet of allstreams and ponds to notify the state in
order to assure compliance for future wetland and/or water impact. These mechanisms
shall be put in place within 30 days of the date of this letter or the issuance of the 404
Permit (whichever is later).
2. An additional condition is that stormwater shall be directed to sheetflow at non-erosive
velocities through the protected stream buffers.
3. Upon completion of this project, the applicant shall compete and return the "Certification
of Completion Form' to notify DWQ that all the work included in the 401 Certification has
Non-Discharge Branch Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27669-1621
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper
Page 2 of 2
been completed. The responsible party shall complete the attached form and return it to the
401/Wetlands Unit of the Division of Water Quality.
If you do not accept any of the conditions of this certification, 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, P.O. Box 27447, Raleigh, N.C. 27611-
7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the
Clean Water Act and "No Practical Alternatives" determination under 15A NCAC 2B .0259(8). If
you have any questions, please telephone Bob Zarzecki at 919-733-9726.
Sincerely,
Jr
J. ThYfp-e P
ng Directo
Attachment
Cc: US Army Corps of Engineers Raleigh Regulatory Field Office
NC Division of Water Quality Raleigh Regional Office
File Copy
.
Central Files'
Stephen Cahoon; Environmental Services, Inc,; 524 New Hope Road; Raleigh, NC 27610
Non-Discharge Branch Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27669-1621
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Steve Mitchell
WO Supervisor: Ken Schuster
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Richland Hills c/o Tillet Development Company County WAKE
Project Number Ol 1383 County2 FRANKLIN
Recvd From APP Region Raleigh
Received Date 9114/01 Recvd By Region
Project Type road crossing
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. EM
14 Stream O l? O ? ? ?7 ? 1 ?- NSW 30,40 F__ 1X9.00 F__ F__
-F
Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: OQ Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 360027 Longitude (ddmmss) 783026
Comments:
Road crossing has been minimized.
Sewer line almost entirely out of riparian,
cc: Regional Office
Central Office Page Number 1
ENVIRONMENTAL SERVICES, INC.
524 NEW HOPE ROAD
• RALEIGH. NORTH CAROLINA 27610
[phone]
Mr. John Dorney
NC Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center -
Raleigh, NC 27699-1650 011383
Re: Request for a No Practical Alternatives Determination and Authorization Certificate
Dear Mr. Dorney:
Environmental Services, Inc., has been contracted by Tillet Development Company, Inc., to
pursue a "no practical alternatives" determination for an Allowable Use across a blue-line
stream channel within the Neuse River Drainage Basin.
A jurisdictional delineation was conducted within the subject property and was approved by the
U.S. Army Corps of Engineers on 24 February 2000. The project involves a linear road crossing
of an unnamed tributary to Richland Creek (SIN 27-21) in Franklin County, NC. The crossing is
proposed to allow access to an area between Richland Creek and its unnamed tributary for
subdivision development.
The crossing was designed to minimize disturbance to the riparian buffers, wetlands and
streams. The crossing is placed such that a single channel crossing will allow access to the
site. The perpendicular crossing is proposed at a narrow point in the tributary.
Attached is the request for a no practical alternatives determination and Authorization Certificate
to construct the crossing.
If you have any questions or comments, or need any additional information, please feel free to
contact me at [phone].
Sincerely,
EN O E ERVICES, INC.
r"?1i?,Ar.il?
Stephen G. Cahoon ` L,`-? :i
Senior Scientist
Cc: Steve Mitchell, DWQ
Attached. No Practical Alternative determination submission
ENVIRONMENTAL SERVICES, INC.
No Practical Alternatives Determination Request
i) Name address and phone number of the applicant:
Tillet Development Company, Inc.
6729 Falls of Neuse Road, Suite 200
Raleigh NC 27615
919-676-1857
Attn: Mr. Tom Beebe
The nature of the activity to be conducted by the applicant:
The applicant wishes to construct a linear road crossing of an unnamed tributary to Richland
Creek (SIN 27-21) in Franklin County, North Carolina. This crossing will impact approximately
139 linear feet of stream channel and approximately 0.27 acre of riparian buffer.
The proposed crossing will consist of two (2) 72-inch reinforced concrete pipe culverts.
iii) The location of the activity, including the jurisdiction:
The activity is to take place in the proposed Richland Hills Subdivision, located adjacent to and
east of SR 1135 (Wall Road), in Franklin County. The crossing includes approximately 139
linear feet of stream channel and 0.037 acres of wetland impact.
iv) A map of sufficient detail to accurately delineate the boundaries of the land to be utilized
in carrying out the activity, the location and dimensions of any disturbance in riparian
buffers associated with the activity, and the extent of riparian buffers on the land:
See attached.
V) An explanation of why this plan for the activity cannot be practically accomplished,
reduced or reconfigured to better minimize disturbance to the riparian buffer, preserve
aquatic life and habitat and protect water quality:
The proposed crossing has been placed to minimize potential jurisdictional impacts. The
channel at the point of crossing is a narrow point within the subject property (approximately 3
feet). The crossing is perpendicular to the channel to reduce impact. The crossing is necessary
to access the remaining area of the property. Other potential crossings would have included
Richland Creek itself, wider areas of the unnamed tributary, or areas of confluence which would
increase the amount of riparian buffer impact.
vi) Plans for any best management practices proposed to be used to control the impacts
associated with the activity:
Best management practices to be implemented during construction of this project include:
• Limiting fill activities in and around the channel
• No live concrete will come in contact with the stream channel
• Installation and maintenance of silt fencing between construction areas and the stream
channel
• Avoid equipment operation within the stream channel
• Rip rap shall not be used unless it is necessary for stabilization
ENVIRONMENTAL SERVICES, INC.
Construction activities shall minimize the removal of woody vegetation, the extent of
disturbed area, and the time in which areas remain in a disturbed state
In wetlands, mats shall be utilized to minimize soil disturbance
,.

011383
co
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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps.of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.mil/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.anny.mil/wetlands/regtour.btm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12 PAYMENT
RECEIVED
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.army.mil/wetlands/nwpfinalFedReg_pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No O 1 13 8 3
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit 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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Tillet Development Company, Inc.
Mailing Address: 6729 Falls of Neuse Road Suite 200
Raell2h NC 27615
Attn: Thomas Beebe
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent 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: Richard G. Harmon
Company Affiliation: Environmental Services, Inc.
Mailing Address: 524 South New Hope Road
Raleigh, NC 27610
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: dharmongesiral.com
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Richland Hills Subdivision
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): Franklin County: 1842-63-1290-5028
Wake County: 1842.04-52-2184
4. Location
County: Wake/Franklin Nearest Town: Wake Forest
Subdivision name (include phase/lot number): Richland Hills Subdivision
Directions to site (include road numbers, landmarks, etc.): The project is east of and
adjacent to Wall Road (SR 1932 in Wake County, SR 1135 in Franklin County) at the
Wake/Franklin County Line. See Figure 1.
5. Site coordinates, if available (UTM or Lat/Long): Approx. 36N 0' Lat. and 78W 30' Long_
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody).
6. Describe the existing land use or condition of the site at the time of this application: The
land is currently under forested conditions with agricultural fields in the area
7. Property size (acres): 120.10 Ac
8. Nearest body of water (stream/river/sound/ocean/lake): Richland Creek
9. 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/.)
Page 4 of 12
10. Describe the purpose of the proposed work: The purpose of the proposed work is to
provide access to land located between Richland Creek and its unnamed tributary for
development.
11. List the type of equipment to be used to construct the project: All construction to be
performed with standard equipment, including trackhoe, and front end loader.
12. Describe the land use in the vicinity of this project: 50% of the land use in the vicinity of
this property is urban/disturbed, while the other 50% is in natural vegetation.
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.
The area was delineated and approved by the COE 24 February 2000, Action ID Number
200020513
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: Anticipated permits include and are limited to NWP 12 for a proposed sewerline
crossing over an unnamed tributary to Richland Creek.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 5 of 12
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. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

W1 Mechanized
clearing,
grading, fill
0.037
Yes
50
Forested

* List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htti2://www.fenia.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 4.12 ac
Total area of wetland impact proposed: 0.037 ac
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name* * Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secif )
S I 2-72 RCP
Culverts 139 UT to Richland Creek 5 ft Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
Page 6 of 12
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.coni, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 139 linear feet of stream
channel.
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres)
(if Name applicable) Wat) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The area was chosen to minimize impacts to wetland and stream channels. The crossing is
placed in the one area that will allow access to the remainder of the site with a single
perpendicular channel crossing, with a minimum of wetland impact and a minimum impact to
Page 7 of 12
the Neuse River Riparian Buffer areas. The crossing size has been reduced to the minimum
necessary to accommodate projected traffic needs.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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 NCWRP 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/stnngide.html.
I . 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.
Mitigation is not proposed due to the limited nature of proposed impacts, 139 linear feet of
stream channel, 0.037 acre of jurisdictional wetland area.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
Page 8 of 12
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http:/,%h2o.enr.state.nc.us/wr2/index.htrn If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
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
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 (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Neuse )?
Yes ® No ? If you answered "yes", provide the following information:
Page 9 of 12
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 7568 3
2 4469 1.5
Total 12037
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
No buffer mitigation required, impacts are from an allowable use, a perpendicular road crossing
impacting less than 150 linear feet of stream channel and less than 0.33 acre of riparian buffer.
A "no practical alternatives" determination has been requested.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both 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.
Existing Impervious Acreage - 0.00 acres, Proposed Impervious Acreage - 39.173 acres: Total
Site Acreage - 120.1 acres. Please see the attached Erosion Control Maps for the proposed
stormwater plans.
XII. Sewage Disposal (DWQ Only)
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.
Gravity sewerline
XIII. Violations (DWQ Only)
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
Page 10 of 12
XIV. 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).
Due to the slope of the existing stream (>2% the project engineers do not believe it is possible to
sink the culvert I foot below the stream bed. The engineers feel this would increase erosion
around the culvert and will not provide adequate transport of water at peak flows. Protect
engineers also believe sinking the culvert would also result in a greater amount of linear stream
impact (>150 linear feet).
1(.it,??? ) ?SlDGj UA Ppe: TtAQ )tNd4/44V04 '"""/
!/
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office AIamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson DupIin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 13
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National M
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare OnsIow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
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Location Map Figure: 1
Environmental NWP #14, Richland Hills Subdivision
Services, Inc. Project: ER01111
Wake and Franklin Counties, North Carolina
Sep'_ 20011
ER01111/stream figure.dwg
?J
/' Strea m 1
.i?
340

SCALE IN FEET
0 50 100 200
Stream 1 Impacts Plan View Figure: 2
9; Environmental NWP #14 Richland Hills Subdivision Project: ERO1 t 11
Services, Inc. Wake and Franklin Counties, North Carolina
Date: Sept 2001
ER01111/wetland_figureAwg

\ 1
i
Wetland
Area 1
r
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340
? ?\J \ --A-

1 &
SCALE IN FEET
0 50 100
f 0'y
200
Wetland Area 1 Impacts Plan View Figure: 4
Environmental NWP #14 Richland Hills Subdivision Project: ERO1111
Services, Inc, Wake and Franklin Counties, North Carolina
Date: Sept 2001
W
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.O
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Vertical.: 1 " = 2.5'
Cross Section of Wetland Area 1 Figure: 5
Environmental NWP #14 Richland Hills Subdivision
Services, Inc. Project: ER011 11
Wake and Franklin Counties, North Carolina
Date: Sept 2001
5
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Cross Section of Wetland Area 1 Figure: 5
Environmental NWP #14 Richland Hills Subdivision
Services, Inc. Project: ER011 11
Wake and Franklin Counties, North Carolina
Date: Sept 2001
5
w

DATA FORM
ROUTINE WETLAND DETERMINATION
- (1987 COE Wetlands Delineation Manua :-: _:-
Date: 7 m;1 `tom `t
Project/Site: L'vd .j ojo
County: n k ? ??h
Applicant/Owner:
State: -
L
Investigator: 195
Do Normal Circumstances exist on the site? Pes No Community ID: /(,+b
Is the site significantly disturbed (Atypical Situation)? '?tansect ID: t3?/3 >?, i3aC
Is the area a potential Problem Area? Yest Plot ID: Ci-?z v
(If needed explain on reverse
vt-r_cTnTtnnt - _'
Dominant Plant Soecles Stratum Indicator Dominant Plant Species Stratum Indicator
1. Je.?-(oc fubr 9-P,r7hCt"s?cvssg?. ;n Uc Gc. I?
2. ?cetr tJbl inn 10. fvt?lc'eA
3. Q}`?ron c?rlaor(vlAl?-
L
1t. f
4. L i 0ot)CO(Vr', 4vj1.pLA:rr,, -r 12.'
5. 'GY j'hvey?hr4 C. 13.
6. l rT ii-rJlc,nipi Zt C, 14.
7. C01'A3, plor(CL.-
-S /
{z G`) 15.
`
B. ms:5&k"a, ceLfcS Liu r+ AL- 16.
Percent of Dominant Species that are OBL. FACW or ?SV
FAC (excluding FAC-)
Remarks:

!-IYnRnI nny
-Recorded Data (Describe in Remarks):
-Stream, Lake or Tide Gauge
-Aerial Photographs
-Other
No Recorded Data Available
Field Observations:
Depth of Surface Water: (in.)
Depth to Free Water in Pit: (in.)
Depth to Saturated Sail: (in.)
Wetland Hydrology Indicators:
Primary Indicators:
-Inundated
-Saturated in Upper 12 Inches
-Water Marks
-Drift Lines
-Sediment Deposits
-Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
_Oxidized Root Channels in Upper 12 Inches
-Water-Stained Leaves
-Local Soil Survey Data
_FAC-Neutral Test _
Other )Explain in Remark--)
Remarks:

SOILS
Map Unit Name-.. -.::.. - ?'• = -
(Series and Phase): P G`6v e C"?
- -

Taxonomy (Subgroup): 1----rte ?? h p Drgiriage Class: L Z?
Field Observations

Confirm Mapped Type: Yes No
erofiTe Description:

Depth

inches Horizon

atrix Color
(Munsell Moist)

ions,
Mottle Texture: Conczeti
(MunseD Mottle Colors -.Abundance lCgdI(L st Stricture. etc.
Moist}
-2 A... '7, y Y12 3L
Hydric Sol Indicators:
_ Histosol _ Co.icretions
_ on _ High Organic Content in Surface layer in Sandy Soils
Histic Epiped
_ Sulfidic Odor _ Organic Streaking in Sandy Soils
Aquic Moisture Regime =Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils Last
_ Other (Explain in Remarks) -
GPeyed or Low-Chroma Colors
remarks:

WETLAND DETERMINATION
Noon (Circle)
[Weilaydric ydrophytic Vegetation Present? a 2(Circle)
nd Hydrology Present? Yes
tis this Sampling Paint Within a Wetland? Yes (Fo
Soils Present? Yes
Remarks:
Approved by HOUSACE 2192
HJL
3193
41 C9/-9 ;3g i
g!: /-`f 6G i -ZZ
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manua -
Project/Site: o Date: Ct I`tcl
- /?kls h
Applicant/Owner: Count
r y:
Investigator: CS i State: -
Do Normal Circumstances exist on the site? . es No Community ID: 1?J1?
Is the site'significantly disturbed (Atypical Situation)? Yes Ti.atisect ID: c8,6.9,Becc
Is the area a potential Problem Area? Yes(W Plot ID: -Cc- Z2 We)-
(If needed. explain on reverse
1Mt`-=AT31'\rU
Dominant Plant Soecies Stratum Indicator Dominant Plant Species Stratum Indicator
1. Ccreit?S G«rc? g evehl?Ut? c?l)rtcl?tcc? ?? c ?; t'
2. 8411-5 c??c?????s 10./?)ctdcSk/vrn ?r,rrhr?,i?rvl _I I

4. /?/tc?kFtasS ?u?cGt t?c?r s Gt:' 12.
13.
rrH?xtr S{'trc?:Cl,?
6.
(
??? 5 lr ?? 14.
(
?
t
7./'[?t;c?m4crrs?;?kci 15.
B. art??A AL 16.

Percent of Dominant Species that are OBL. FAC`N or
7,?e ?
FAC (excludi ng•FAC-)
Remarks:

t-{YnRnl 0r.Y
-Recorded Data (Describe in Remarks):
-Stream, Lake or Tide Gauge
-Aerial Photographs
-Other
_)(_No Recorded Data Available
Field Observations:
Depth of Surface Water: (in.)
Depth to Free Water in Pit: rC?- (in.)
Depth to Saturated Sail: S:,rP-ce- (in.)
Wetland Hydrology Indicators:
Primary Indicators:
X Inundated
Saturated in Upper 12 Inches
-Water Marks
-Drift Lines
-Sediment Deposits
_Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
_Oxidized Root Channels in Upper 12 Inches
-Water-Stained Leaves
Local Soil Survey Data
FAG-Neutral Test
Other (Explain in Remarks)
Remark--:
?? fl
j.s
SOILS
Map Untt Name Drainage Class: -(AJe
(Series and Phase): Field Observations
Confirm Mapped Type: Yes No
Taxonomy (Subgroup):
Profile Description:
Hlattle Colors Mottle Texture, Concretions,.
Depth Matrix Color st oist Stricture. etc.
inches Horizon (Murtsell Moistl_.- (Munsell Mt Abvn_ da_ nc -efCo?fL IC,
©"Z.. j-?
- - -----------
II Hydric Soil Indicators:
_ Histosol
_ His-tic Epipedon
_ Sulfidic odor
Aquic Moisture Regime
r Reducing Conditions
Gleyed or Low-Chroma Colors
Remarks:
w
_ Co.uretions
_ High Organic Content in Surface layer in Sandy Soils
_ Organic Streaking in Sandy Soils
_ Listed on Local Hydric Soils List
-Listed on National Hydric Soils List
Other (Explain in Remarks)
WETLAND DETERMINATION
(Circle)
[Wydetlnc ydrophytic Vegetation Present? es No (Circle)
anHydrology Present? a NO
Is this Sampling Point Within a Wetland? Yes J No
So_ s Present? a No
Remarks:
Approved by HQUSACE 2192
HJL
8/93

LETTER OF TRANSMITTAL
ENVIRONMENTAL SERVICES, INC.
524 New Hope Road
Raleigh, North Carolina 27610
Phone: [phone] Facsimile: [phone]
To: John Dorney
From: Steve Cahoon Copies:
Date: 14 September 2001 Project No.:
Description:
1 copy of a No Practical Alternatives Determination for a road crossing at Richland
Hills Subdivision.
7 Copies of the NWP #14 for the Road Crossing at Richland Hills Subdivision
PAYMENT
RJEDVED
ENVIRONMENTAL SERVICES, INC.
524 NEW HOPE ROAD
RALEIGH, NORTH CAROLINA 27610
[phone]
14 September 2001
Mr. John Dorney
North Carolina Department of Environment and Natural Resources
Division of Water Quality
2321 Crabtree Boulevard
Raleigh, NC 27614
011383
RE: Pre-Construction Notification for Nationwide Permit #14 for Richland Hills Subdivision
Road Crossing, Wake/Franklin County
Dear Mr. Dorney:
The packets included with this letter are for a Pre-Construction Notification for Nationwide Permit
#14 for the proposed Richland Hills subdivision. The original packet and one copy was sent to Ms.
Amanda Jones of the United States Army Corps of Engineers Raleigh regulatory field office. Seven
copies of the application have been included for your use. The construction of the sewer line will
comply with DWQ's General Certification # 3289.
This project is a road crossing that includes a perpendicular crossings of an unnamed tributary to
Richland Creek. There is approximately 139 linear feet of impacts to the stream channel for a
culvert. All buffer impacts in Zone I and Zone 2 will be perpendicular crossings of the buffer (see
attached site plan).
If you or your staff have any questions regarding this application please call me or Steve Cahoon at
[phone].
Sincerely, ,1
iW
r.. ? f
ET?LVIbONY NT?, SERVICES INC.
Richard G. Harmon
Vice President
Attachments: 7 Permit Packages
TBET INVESTMENTS LLC
%
NC Division of Water Quality
Wetlands permit for Olde
Mill stream sewer line
451
3/22/01
200.00
O/
$200.00
_
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i I 1 t ~ ~ ~ _ ~ DENUDED AREA 28 AC. DENUDED AREA 0.8 AC. ~ ~
I ~ ~ ~ V ~ ~ ~w ~ A I ~ ~ ~ ~V - VOLUME REQUIRED = 50,400 CF VOLUME REQUIRED = 1,440 CF ~ ~ VOLUME PROVIDED = 54,000 CF VOLUME PROVIDED = 1,575 CF
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~ D.A. = 5.0 AC. DENUDED AREA = 4.8 AC.
N A i ~ ~ ~ ~t ~ ~ ~ V ~ ~ ~ ~ ~ ~ ~ DENUDED AREA = 4.8 AC. VOLUME REQUIRED = 8,640 CF ~ ' VOLUME REQUIRED = 8640 CF VOLUME PROVIDED = 8640 CF
a i ~ , ~ ~ i• i r 1 ~ ~ ~ ~ ' ~ ( VOLUME PROVIDED = 9,600 SIZE: 4' DEEP X 40' X 72'±
r SIZE: 4 DEEP X 40 X 80 _ WEIR WIDTH - 10 FT
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t ~ ~ 1 ~ i'n ~ ~ I i ? t 'i t ~ ~ / / 'V ~ ' 7 ~ ~ ~ DENUDED AREA = 2.4 AC. VOLUME PROVIDED 9,120 CF ~ \ ` r~~ ~ ~ ~ \ _ SIZE: 4' DEEP X 410' X 76 ± n \ . ~ \ p7 \,1 ( ` VOLUME REQUIRED - 4.320 CF - 1 ~ J
~i 'i ~ ~ - ~ ~ ~ ~ ' ~ , ~1~ ~ ; ~ _ \ VOLUME PROVIDED = 4,500 CF WEIR WIDTH - 10 FT n 0
L ~ ~ ' ~ ~ ~ ~ _ ~I ~ ~ I 3 , ~ + ~ I ~ ~ ~ 1 ~ ~ 1 ~ v ' v ~~1 ~ I ? \ \.a ~ \ SIZE: 4' DEEP X 25' X 60'# N ~ ? ~ 12 RISER BASIN ~ q
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~ ~ _ - ~ ~ r ~ t~, ~ A• l ( ~ , ! ~ SIZE: 4 DEEP X 35 X 90' Or ~ W d I ~ ' ( ~ l ~ _ 13 SEDIMENT BASIN ~ ~ a n _ 1 I r ~ ~ WEIR WIDTH - 10 FT - ~ 0 ~
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fl ~ ~ ~ a ~ i ~ ~ .nom ~ ~~r ~ ~ ~ ` i ~ ~ VOLUME REQUIRED = 2,880 CF W U V ~G
I~ ? i" ~ 5 ED MENT BA IN S I S \ ~ ~I I ~ ; _ VOLUME PROVIDED 3,000 CF W Q
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~ ~ 1 ~ V ; ~ ~ I ~ / ,c ~ ~ _ ~ li j ~ ~ VOLUME REQUIRED = 1,800 SF ~ N Q o
! ~ ~ 1 \ ~ ~ ~ ~ - - ` ~ ~ :4 ~ ~ _ _ ~ I ,i ~ ~ VOLUME PROVIDED = 1,800 SF Q N 0 M
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~ 4 O _ . ~ (n _ ~ A O ~/J ~ may. ~ r ~ A y 1 1 - o~ ~ ' ~ ' i ~ ~ t 1 i B VOLUME REQUIRED - 2,880 CF J . y ~ ~ t ~ ~ r } ~ ~ 6 SEDIMENT ASIN Z ~ \ i ~ ~ 1 t i _ 01 Os 1 ? ~ ~ - 3000 CF
- ~ l~ ~ } ~ ~ a ~ \ \ r ~ i D.A. - 2.B AC. VOLUME PROVIDED - ~ ` I ~ ~ ~1 I 1 ~ Z " ~ ~ ' I ' ~ ~ _ SIZE: 4 DEEP X 20' X 50'+ • • 0 ` V ~ ~ i I . 1 ~ ~ DENUDED AREA 2.4 AC. - ~ W W w
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~ ~ ~ A ~ - ~ ~ ~ i ; I ~ ~ 1 ~ I VOLUME PROVIDED = 4,500 CF Z 0 0 ` 1 _ ` ~a„~ ~ 6 ~ ~ 'j ~ i ~ ~ ~ t, 14 SEDIMENT BASIN V Z Q Z
~ ~ ~ ~ ~ I ~ ~ y SIZE. 4 DEEP X 26'X 60 _ a ~ a ~ v ~ l ~ I ~ WEIR WIDTH = 10 FT D,A. 3.2 AC. ~ c
- ~ ~ ~ o ~ - ~ ~ ~Ct _ J eh J ~ ~ 1 1 1 , i ~ DENUDED AREA - 3.2 AC. M ~ W W
~ - ~ ~ ` , - ~ - ~ r 0 / , i ~ ~ E 5 760 CF W ~ ~ ;4 ~ ~ . ~ ~ ~ ~ ~ A , ~ ~ ~ ~ ED MENT BA IN VOLUME REOUIR D - . A,. ~ a ~ A ~ ~ A \ C3 7 S I S -
~ ~ ~ ~ ~ ~ i 0 - L i ~ ~ \ ~ ~ ~ ~ VOLUME PROVIDED - 5,850 CF , ~ `Q ~ ~ ~ ~ ~ ~ N ~ ~ ~ D.A. = 5.0 AC. , V . ~ , ~ ~ ~ A \ ~ A• 1 t'n ~ ~ = SIZE: 4 DEEP X 30' X 65 _
/ ~ ~ ~ ~ ~ ~ 1 `ti~ ~ ~ ~ ~ ~ ~ DENUDED AREA 6.0 AC. ~i,. ~ A ~ v \ V A _ WEIR WIDTH = 10 FT ~ ~ ~ A~ , ~ ,l ` ~ ~ ` VOLUME REQUIRED - 9,000 CF
0 ~ 1 ~ ~ ~ i i A ~ 1 y VOLUME PROVIDED - 9 0
r ~ o ` r ~ ~ 1 ~ ~ ` ~ ~ ~ ~ ~ - 15 SEDIMENT BASIN ~r' v , A v ~ t~f_~ ~ 1 ~ ~ SIZE: 4'DEEP X 35'X 90'± _
t 4~ r~/~, / 4 ~ ~ N V i ~ i I ~ ~ ~ ~ ~ y X07`' \ WE WIDTH - 10 ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ V IR - ~ DENUDED AREA = 4.5 AC.
L ~ [y~ ~V ~ Y ~ ~ 0 A~ ~ ~ , ~ r 't1 ~ ~ - r ~ or ~ ~ t ~I ~ \ _ AN, ~ \ \ ~ i 'd y VOLUME REQUIRED - 8,100 CF J , ~ , ~ ` ~ ~ ; ~ \ 8 SEDIMENT BASIN 0 OVIDED = 8190 CF
VI \ i ~ ~ ~ ~ ~ ~ L ~ ~ ~ c n~ to~~ " i J',i t ~ • SIZE: 4 DEEP X 35 8 _
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\ \ ~ ~ , ~ U .VOLUME REQUIRED = 540 CF t ~ ~ ~ VOLUME PROVIDED = 800 CF
~ ~ ~ _ o ~ Cb q ~ ~ ~ J r v A ~ ~ V ` 16 SEDIMENT BASIN ~ ~ \ ~ ~ c~~ ~ • SIZE: 4' DEEP X 10' X 20` ± _ 0
o ~ ~ ' ' - r ~ i _ 1 ~ .r" ~ ~ J- J 3 ~ ~ _ ~ ~ ~ , ~ ~V ~ ~ ~ WEIR WIDTH - 1 FT D.A. - 3.0 AC. Z , ~ ~ ~ ~ - 0 H ~ ( ~ `v ~ ` DENUDED AREA 2.2 AC. ~
~ i V ~ ~ - _ _ _ _ A L \ _ ~V ~ V ~ / - ~ ~ ~ \ , _ ~ ` ~b J; i ~ ~ ~ V ~ ~ i- > ~ ~ J J , ~ ? (;r y\ VOLUME REQUIRED = 3,960 CF a W ~ ~
~ ~ , ~ ~ ~ ~ . , C ~ ~ ~ ~ ~ _ _ _ \ \ ! n ~ ` \ ' ~ VOLUME PROVIDED = 4,125 CF ac a
E i~ 0 \ ~ \ v ~ `~s'' ~ ~v v SIZE:4'DEEP X 25'X 55'± y J 'r ~ ` \ ' , \
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i A, i \ ' - ~ ` ' _ ~ ~ VOLUME REQUIRED = 8,640 CF VOLUME PROVIDED = 8.640 CF
i ` ~ ~ ~ ,r ~ ~ i 1 Y ~y J VOLUME PROVIDED 9,600 SIZE: 4 DEEP X 40' X 72 _ ` ~ 0 - , ~ ~ SIZE. 4 DEEP X 40' X 80 _ WEIR WIDTH = 10 FT Z
i i Q % ~ r t _ ~ ~ ' I t / ~ ' ~ _ ~ 1 f ~ ~ ~5 / -r" (0 , -r 4 WEIR WIDTH - 10 FT
i ~ ; _ , 0 ~ ~ ~ i _ , 1 I ~ ~ _ ~ ~ Q ~ / , _ ~ ~ ~ ~ _ ~ r•'-~ ` - 3i6 " i i ,r 11 SEDIMENT BASIN Y - ~ 0 A E REA) r - ~ .J; m _ j , ~ 1 D.A. = 5.0 AC. y J
" _ / r , _ / GJ . , fir, r _ _ , . - _ _ , 3 SEDIMENT BASIN DENUDED AREA = 5.0 AC. ~ Z O
c C.1 ~ ~ r , i , _ ~ ~ i ~ 1 ~ . ,w....... ~ . ~ . s 41 ~ t ~ 6 i , i~ ( ~ _ a 1 ~ ~ ~ ~ ~ ' - , -t ` ' , j ~ - VOLUME REQUIRED = 9,000 CF 3 i D.A. - 2.4 AC.
v h ~ ~ ` ~ I ~ ~ ~ ~ ~ '~„T. 5l , i " i' VOLUME PROVIDED = 9,120 CF ~ " , i DENUDED AREA = 2.4 AC.
\ 1 ~ " ~ ~ i ~ ~ - - ~ ' " ~ ! ~ VOLUME REQUIRED = 4 320 CF SIZE: 4' DEEP X 40' X 76' _ r ~ , Sao ~ ' ~ 'ma'r.. > r' ,
4 VOLUME PROVIDED = 4,500 CF WEIR WIDTH = 10 FT ~r ~ ,i i r ~ ~ ~ ~ , ZE: 4' DEEP 2 ' X + , SI X 5 60' _
~ ~ ~ ~ - L ~ i f ~ ~ ~ v ~ ~ r ~ - _ ' ~ ~ ~ ~ - - ! ~ ~ ~ 12 RISER BASIN ; r r ~ ,i WEIR WIDTH = 10 FT _ r r` / ~ " ; - D.A. - 18.2 AC. c w
~ ; / ~ ~ I _ ~ . ~ ~ O W~ _ ~ ~ ~ ' _ _ - r, % ~ ~i~ / ~ - 4 SEDIMENT BASIN DENUDED AREA = 18.0 AC. ~ Q
_ ~ r c ; o - ...400 - 80 ` r ~ r ~ •.'J _ ~ ~ ~ s'~ ~ ' ! ~ D.A. = 5.0 AC. VOLUME REQUIRED = 32,400 CF ~ Q ~ Z $
_ ~ _ ~ % / _ - ~ / r , ~ ~ ~ , . - o' _ VOLUME PROVIDED = 32,400 CF r ~ ~ r ~ .r'~ DENUDED AREA - 5.0 AC. ,
1 ~ , ~ ~ \ r . ~ ~ T t ~ r' ' _ SIZE: 6 DEEP X 50'X 108`± d, r~ - ; ' ~ i VOLUME REQUIRED - 9,000 CF r , ~ / ~ II
o ~ _ ~ 'r ~ _ ; ~ : Q VOLUME PROVIDED = 9 450 CF WEIR WIDTH = 10 FT e ~ ~ ~ o ~ r r ~ r ~ ~ J SIZE: 4' DEEP X 35' X 90'± o C
-v._ 1 _ - _ ~ ~ ~ _ ~ ~ _ 1/ o _ - _ ~ 0 0 ' ' ~ ~ ~ ~ WEIR WIDTH = 10 FT 13 SEDIMENT BASIN o Z to
o ~ ~ ~ , _ - S' - _ _ _ _ .n._,. r ~ ~ ~ e ~ - N ~r ~ ~ ~ ~ ~ ~ ~ 4'~~ ~ - OR EQUIVALENT AREA D.A. - 3.3 AC. o m ~ Q r; ! ~ ~ ~ c~; I I DENUDED AREA = 3.2 AC. ~ V
>l J _ i ~ . a ` / \ ~ / 0 W ~ r r' ~ ~ ~ / ~ ~ p t!~ r ~ f r ~ i ~'c~ / 5 SEDIMENT BASIN VOLUME REQUIRED = 5,760 CF
. , ~ ~ , ~ ; 0 i ~ r r , ~ ~ _ VOLUME PROVIDED - 6,030 CF
fl + 1 1 ~ ~ ' i~ ~ ~ 1 i - ~ ' ~ : = SIZE: 4'DEEP X 30`X BT+ ? I ~ ; ~ ~ O DENUDED AREA 1.0 AC. -
~ _ u. / ~ _ 1 ~ r I / _ - ~ ~ ~ ~ VOLUME REQUIRED = 1800 SF WEIR WIDTH = 10 FT ~l
a _ 4 _ _ . Q l ~ ~ 39.4 ,5 ~ , ` ~ ~ ~ ~ ` ~ ~ ' - ~ VOLUME PROVIDED = 1800 SF ~ - r ~ ~ - i ~ SEDIMENT BASIN _ ~ _ M i ~ .Q SIZE:4'DEEP X 15'X 40'±
~ _ _ y.r ` - - ~ ~ D.A. = 1.6 AC. ~ ~ ' , _ - - - WEIR WIDTH = 10 FT Z - ~ , - ~ 16
w..- ~ , . , , _ ~ , , ~ ~ ~ ~ w""~°-" ° ~ VOLUME REQUIRED - 2 80 CF ~ 6 SEDIMENT BASIN - ~
~ 2 1. ~9 C3 _ ~ ~ } l.r ~ , ~ VOLUME PROVIDED = 3000 CF Q
i- I! . L ~ ~-t 5 m _ _ ~ i - _ SIZE: 0'± 1- ~ 4 DEEP X 20 X 5 - DENUDED AREA = 2,4 AC. ~ _
_ s--- - - - - . _ ~ `',~.`ti~ ~.._..w~._._ _ VOLUME REQUIRED = 4,320 CF WEIR WIDTH = 10 FT _
~ ~ ~ ~ ~ _ - VOIUME PROVIDED = 4,500 CF - + 14 SEDIMENT BASIN ~ _ Z ` ~ SI .4 P 25X60' _
N i 1 ` 5 ~ i D.A. = 3.2 AC. cu1Q` ~ _ \ WEIR WIDTH = 10 Fi
a ~ ~ \ . , - _ 0 DENUDED AREA = 3.2 AC. ~ ' ` VOLUME REQUIRED = 5,760 CF
L i 5 ~ ~ \ • 1 L a ~ 7 SEDIMENT BASIN _ VOLUME PROVIDED = 8,850 CF
_ _ C 1 (u~~ DENUDED AREA = 5.0 AC. SIZE. 4 DEEP X 30X65 _ ~
n,' Wlde Pu o o _ / 60 . . h ~ - _ WEIR WIDTH = 10 FT O ~j O VOLUME REQUIRED - 9,000 CF V
~ ~ _ VOLUME PROVIDED = 9,460 15 SEDIMENT BASIN Z
_ ~ ~ L , k~ p; ~ ~'•~,,~,y, SIZE: 4 DEEP X 35 X 90 _ D.A. = 5.0 AC. ~ ` ~ WEIR WIDTH = 10 FT DENUDED AREA = 4,5 AC. Z
a ~ 2 W ~•z o ~ p 0 41 .A ~ ` - ` _ VOLUME REQUIRED = 8,100 CF a _ ot:
~ 0 ~V O 3 ~ 8 SEDIMENT BASIN VOLUME PROVIDED = 8,190 CF
p k~Q ~ . D.A. = 0.3 AC. S12E: 4' DEEP X 35' X 78' # DENUDED AREA = 0.3 AC. aB
C ~ ~ ~ / o Q~ ~ 6~ E V` h ~ vJ - WEIR WIDTH - 10 FT w VOLUME REQUIRED = 540 CF Y
E ti ~'2 ~ Z W ~ _ o ~W 0 ~@ v OV P VOLUME PROVIDED = 600 CF a
h W alb ~ ~ -fiC P 16 SEDIMENT BASIN 3 Ub SIZE: 4' DEEP X 10' X 20' ± - DA. - 3.0 AC.
m ~ ,~Q' 'rC~~ WEIR WIDTH = 10 FT / DENUDED AREA = 2.2 AC. W
~ ~ Q~~ VOLUME REQUIRED = 3,960 CF _ y
~ N~ Z m tV VOLUME PROVIDED = 4,125 CF W SIZE: 4' DEEP X 25' X 55'± ~ 0
L r WEIR WIDTH = 10 FT w
m a W
n a 3
x
U C
o• CaR ~ 0 3
NOTES ; T 1. EROSION CONTROL PLAN IS FOR MASS GRADING PERMIT ONLI ~ ( . c ~ ESS10 by I- i PERMIT ONLY. o0F ti,,._9 , a Q~ i i n n i ~ i n Qv
A MORE DETAILED EROSION CONTROL PLAN WILL BE SUBMIT LL BE SUBMITTED C e 11 L-1 I v I I I vni I I
Y FOR SITE STORM PIPING, INLETS, ETC. SEAL
a 2. TOTAL DENUDED AREA = 96.1 AC. 14023 DO NOT USE FOR CONSTRUCTION
X Z GIH~
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T D As recorded in Book of Mops 2001. Poge 1161-1163. woke County Registry o eeds. and ids. and
~ Plot Cabinet 2001, Siides 267A-267C, Franklin County Registry of Deeds.
Y NCGS Grid Monument "Power"
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~ ' ' secti0rf ~ ~ 1 22Q + I 8.76' 72 S ?72,8 L PK Na i I set / at ~tTe a~ox i mate C/t • 1(i'hEU; ~ ~ N 1 ~ I 78 32' ~ of US H i ghday i' and Wa I Road l SR 11351. , ` , f ~ ` 1 I ~ \ _ / ~11 1 s I8°3y f~ ' ~ ' ~ - r Y w o~ F= M ~e E ~ ~ rr r r BM 1998/327 a W ~ ~ ~
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n y 10, 1 ~ r I I N , 83 / / 1 \ ~ 14 ~ I ~ 4 18 ~ 0 1 6 0 \ \ r 6729 FALLS OF THE NEUSE ROAD o
+ ~ I,, ~ 0 111 \ \ , \ ~ L` O . \ ~ ~ i 1~ ,5 _ \ . r ~ ,"fi RALEIGH N.C.27604 N
C I \ _ q SO ~ ~ ~ a Q. I "a T9 ' & 0 1 v `v ~ ' 76- 857 ~ PHONE .919-6 1 t!1
W I. 0 ~ .I 9. 0 99 ~ \ 1 ~ , \ T8 . \ / ~ - 15 ~ ~ CONTACT :TOM BEEBE S °z w
' 1 1 o t \ 1 I , \0 \ / / 1 ' © i r ~ / ) / / ~ r r r / / M m Q
° N ~ i \ 1 1 T8 ' _ t T 0 89 \ ; 59 s2 N s0' NEU 9fIYER 1 a/ 144 151 a a 1 ~ T 1 1 0 ~ RIPAR BUFFER , 1 1 0 ~ 0 / 0 ~ C I 41 15 / l r r I l~ V! © r ENGINEER : p
° ~ ' ~ + 1 s9 / ~ ~ ' ~ ' , ~ r
L ~ I ~ 88 ' S8 ~ 0 'S r ~ I ° I n O O / 1 f4 N 88 50 39 W 389.67 w / 1'L ~ ~t \ r r r BASS, NIOXON, AND KENNEDY, INC
I / s• 1 I sT ' I ~ N 1 ~ , . vv N sr S , to v 15 / 1 f ® , , ~ r , , 7416 CHAPEL HILL ROAD
° ~ I \ I 1 Q Q ~ ; \ 56,E 88 ~ , se s4 I \ ~ , , , r r , o , , ; r , e RALEIGH, N.C. 27507 a
I f ©4 t 1 m I , kr i 89 ~ ` , I \ \ 4 ~ , 1s r / / rr ~ r
° , 1 1 0 10 \ + q \ ' 90 ~ I I I I \\V~~i TELEPHONE :[phone]
` ~ 91 I ~ i 8s i)?ytidt,':11~t~' + ! r \ \ / ~ \ S7 ~ I 0 t 14 I 6 1 0 1 \ 11 , ti ~ r CONTACT :BOBBIE BELL r\ \14 16 1 v ~ r r V ~ \ ~ I 1 ~ / r
- I \ S, 1 / ~gy ~ i \ \ / I L25 r a r
+ is 1 / / ! 4 Now r Formerly 93 ; Q \ \ ` /
Ai ice V'rginia Soule -f " ; \7 / ~ ~ \ L30 ~ i ~ ~ 0 / ~ \ % / / ' f ~ Limit of 100 ear flood plain 0
\ OB 4151/81 Hs ~ +o ~ v \ ` BM 986/1710 ~°s 96 ' ~ ~f v
a rr u ~ ~ ~ 96 ~ v ~ 1.0 `V A A 0 ~ of 1 ~4 O r a 1 1 ~ \ kr , , \ \ 1 I . ~ r , 1 I ~ i I~,3 ~ ~ k
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Now or Former) ~ y s \ ~ ~ . , ; ~ ~ ~ PROPERTY TAX NOS. z r ,
- CONDITIONS APPLICABLE TO R-5 CUD Sanford Ba i I ey r , a See Ref. 11) 2g \ \ I1
° APARTMENTS SHALL BE PROIBITED. Lot 2-A-1 ~ 11111 ° Y ALL NOT EXCEED 390 UNITS. ~ ~ r'r ' ~ ~ FRANKLIN COUNTY: 1842-63-1290-5028 i I / / ~ r ~ 1 1 ' r / `'h • r I Obi
1. RESIDENTIAL DENSIT SH n ~ L27 H \ \ T ! I o V ~ se, ~ I 1 r "•~0tih a ~ WAKE COUNTY: 1842.04-52-2184 W
- NG ACRES ROAD, UNLESS SPECIFICALLY REQUIRED BY ~ ~e o?, `\`\I ~,-l~ 2. THERE SHALL BE NO STREET CONNECTION TO ROLLI L-l~r ~ ~ a°'~° rr ~ ' Y -~y??~- ~ A ti Ot~ 1 ~ Q
3 g9ti ~ ~ A ~ THE RELEVANT GOVERMENTAL BODIES. A SUBDIVISION PLAN SHALL BE SUBMITTED TO THE TOWN OF s w ,1-- alw~ v, TOTAL AREA I N SITE 120.10 ACRES " ' / \F o~,o , '
~ R LLING ACRES ROAD. INSTEAD, THE ~ ~ ~ i , ~ ° WAKE FOREST WHICH SHOWS NO STREET CONNECTION TO 0 or` r ~ ~ ' , P\ ~ ~ TOTAL NUMBER OF LOTS 370
FAMILY LOTS WITH REAR LOT LINES ORIENTED TOWARDS ROLLING N r ~ / ' N SUBDIUISION PLAN SHALL SHOW SINGLE se° ~ ~ oJ~~) 1~ Dy, I ~ 9~ ~ f ,x r ~ rr 6j° 0Q(I f I r r N
ACRES SUBDIVISION. THE LOTS SHALL CONFORM WITH THE REQUIREMENTS OF CONDITION 5 BELOW. Now or Formerly '•90~.~ 3h~1,'~ r•r ~ ~ ~ R-5 ZONING LOTS 244 W z'~-.r t r - ~
Y, A SIX (6) FOOT BERM WILL BE CONSTRUCTED WITHIN Donold Soule / z 1~~ 3. UPON DEVELOPMENT OF THE SUBJECT PROPERT o ' R-10 ZONING LOTS. 126 LL
ROLLING ACRES SUBDIVISION. TREES SHALL BE ~ See Ref. 1) 1'' A 50 FOOT WIDE BUFFER IMMEDIATELY ADJACENT TO „ _ „ 1~+1 !fir W I~r ~
THE NORTH SIDE OF THE BERM. TREES SHALL BE PLANTED EVERY 20 Lot -A I i PLANTED ON OR ADJACENT TO MIN. LOT SIZE a
T ,FROM THE WESTERN BOUNDARY OF LOT ! - LINEAR FEET ON AVERAGE FOR THE ENTIRE LENGTH OF THE BERM + 1'1' N 64 OF THE ROLLING ACRES SUBDIVISION TO THE EASTERN BOUNDARY OF LOT 54. THE TREES SHALL BE ` M i I r rr Now or F ormer I y $
A COMBINATION OF WILLOW OAKS, MAPLES, PONDEROSA PINES AND OTHER SIMILAR EVERGREENS, a I X Mi I I creek Associates, inc. R-5 ZONING 5 ~ 000 S. F . DB 1968/523 ~
TREES SHALL BE PLANTED TWE FIRST FALL AFTER DEVELOPMENT OF TWE LOTS IMMEDIATELY ADJACEN "Tract 5" R-1 N NG 10 ~ 000 S • F • z 0 ZO I
I~ ROLLING ACRES. 3
-,1 0L{OFF5ITE LINEAR FEET OF PROPOSED STREETS 16900 LF °
T N 3 ABOVE SHALL BE ~ \ T 4. NO EXISTING TREES LOCATED WITHIN THE BUFFER DESCRIBED IN CONDI IO
nlcrnRRFn Fxr.FPr in iNSTALL THE SIX (6) FOOT BERM DESCRIBED IN CONDITIONS 3 ABOVE, ~ ~ 11
Y 5. LOTS IMMEDIATELY ADJACENT TO ROLLING ACRES SUBDIVISION SHALL BE A MINIMUM OF 10,000
SQUARE FEET. ALL HOMES BUILT ON THESE LOTS SHALL BE SINGLE FAMILY, DATACHED DWELLINGS p ,
x CONTAINING A MINIMUM OF 1500 SQUARE FEET OF HEATED LIVING AREA, SCALE N FEET W LL
z w r 0
0 0 100 200 400 600 800
m 1 inch = 200 ft.
0 0 N
© R:\2001JOBS\01302000\1302C1_1,DGN

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o 1 ~ ~ Plat ~ _ ~ Plat File 1/Slide 95 ~
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Ber ha M. No den 6 2 I ~ o OB 600/44 ' 62 ( ,
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~ Q ~ ~ ~ 1 r, I t Idr ~ ~ BM 1998/327 ~ z
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77 . 7 9 \ ~ I A ` dl ~A`. ~ ~ ~ _ I i ~ 3 . Y' ~ \ i \1 L i o I I ; ' ~ I , ~ ~ ~ trill ~ ~ e U2! ~W / .p . ~ ,
. . ~ ~ ) i / ~ h 4 a 2~1,~ ,03~ _ - - ~ ~ , ti.~il~l~Ir,. ,r, ri''~/•.~,~, E ~~Qo ' - j _ so i , ; a
~ - ~ / ~ ~ 1 ~ - ~ i i' / .,.-..w - : i 1 ' , ~ 1, :i ~ / , / , 'h ~ ~ Q ~ r ~ i ? r' :l'/i/ ~~~~1ii l~ /l ~
0 1 I r z A ~ ~ j ~ - ~ ' ? ~ 1~ . t !r y is 'i / 1' ~ ~ ~ ~ j , 1 , : ~ ~ ' , ~ 'i, . 00 -111
, sv i , or J~ ~ ~ , ~ i . 01 p1 i ~ , , i ~ ~ I ~ ~ 1
+ ~ ~ ~ ~ . ~ ~ I Al ~ t - t ~ 1 ~ l,rr 1 ~Z~: ~ i J , j ~ '
i ~ , ~ ~ ; s~~ urn T ~ ~ i ~1 ~ p ° ~ W r ~mi f,~r r l „t~ i, Ai 1~~~ ~ ~W W
1. , ~ A 't r~ ti i ~ ~ v. - ~ 1 r, ~ \ ~ r, 1 r~ _ IIt V~ Z Z
~ ~I ~ ~ )Fy0) R 1DN ~ i h\iV i~ A ~ 'D 1' - { 1 \ ~ ~ ~ \ } i i ,,,,fir, / ~ ',.2 '~f _,S ~ V Q
m i f i 1~` 3 - r-1~J ~ t ~ r~f~I ~ i, '~~5 M d'WOW
- ~o ~ / m Ir p ~1 ~ ~ ~ ~ ~I t ~ ~ ~
~ ~ ~ 4 1 'S i~. ~ ~ ~ r ~ , 0 ~ 1 ~rj. ' , ~ , ~ , `rA , ~ eve o1v~RSrta . ~ ~ ~ ~ I ' ' ' ~ ~ 1 RISER BASIN 9 SEDIMENT BASIN ~ ' t .DITCH IT1'~) "i f I r - - r ~ ~ ~ ~ I ( / , ~ ,t I, I ~ D,A, - 28 AC. DJI. - 0.8 AC.
i, ~ ~ 0 _ - ~ E r . ~ - ! ~ \ ~ D + ~ r + i ~ i I i I ` ~ ~ ' ~ DENUDED AREA = 28 AC. _ j ~ , ~ i ; ; DENUDED AREA 0.8 AC.
~ ~ _ / \ \ f ~ ~ i, ~s? ~ ~ r` , I i i ~ ~ - - r , , ~ ' I 1 j ~ l VOLUME REQUIRED - 50,400 CF VOLUME REQUIRED - 1,44D CF
. ~ ~1 _ ;,,J. _ r ~ ~ V ~ ~ _i _ s 25 X 50 X 6' DEEP i C' ~ ~ ~ \ + CRAYEI CDNST. i ~ i ~ ~ _ , ' ~ ; ~ . > r~" r-~~ i ~ ~ ~ ~ / - VOLUME PROVIDED = 50,400 CF VOLUME PROVIDED = 1,575 CF J" ~ I ~ % SIZE: B' DEEP X BO' X 150' + SIZE: 4` DEEP X 15' X 35' +
ENTRANCE ~ ~ ~ r ~ I ' _ ~ p ~ ~ - ~ ~ • m ~ ~ ~ - - f i ~I Q) c tTrPl 1\ ~ 1 ,r aae' . . - _ - u ~ - - 1 is ~ i r r / / i ~ - - WEIR WIDTH = 20 FT WEIR WIDTH = 10 FT
` F _ ~ - / - / w~~; f t ~ I : ~ j'' OR EOUIVALENT AREA r r i , I ~ ~
1 C~ r ' ~ ° ri, , ~ f ~ ~ - ( ~ ~y,'~ ~ J 1 10 SEDIMENT BASIN ' e - ~ ( ~ ~ 2 SEDIMENT BASIN D.A. = 4,8 AC.
q ~ ~ , ~ ~ , , 1 k m ~ ~ 1 a ~ ~ ~ ~ _ ~ ~ v v` v _ 1 _ ' " r i r i I - ! i ~ ~ - r ~ i ~ D.A. = 5.0 AC. DEN DED AREA = 4. AC. - f r ~ , Now or Formerly U 8
0 ~ _ \ r o a ~ ~ ~ ' f 1 ~ ! : - ~ ~ DENUDED AREA = 4.8 AC. VOLUME REQUIRED = 8640 CF ~ ~ , ~ l , Larry D. Se i be I - ,
. , _.j _ ~ \ ~ ~ ' , ' ; ~ , \ , DB 827/ VOLUME REQUIRED - 8,640 CF VOLUME PROVIDED = 8,640 CF to ,_,.a~ ~ ~ i r 265 VOLUME PROVIDED = 9600 ~ Z
y r i I ~ ~T~~ V A\ t~~~ 3 ~ i- t ~ 1 ~ . ,t ~ ,A ' : ~ ; ~ ~ . , ~ ~ ~ SIZE, 4 DEEP X 40' X 72 ~ ~ r i ~ Zoning: AR SIZE: 4` DEEP X 40' X 80'+ - Z ~ ~ ; r r ! ! I _ WEIR WIDTH - 10 FT C N
~ 1 ~ ~ J 1 ~ ter. ' Y ~ ~ ~ r ' • _ ~ _ m ~ ~ I ~ ~ r 1 1s' ' i. C ~ . ' ,1 a I 1 I f 1 1 ~ i , ~ r, ~ ; , ~ ~ ( ~ ~ i WEIR WIDTH = 10 FT ~ r r,
;.1 ~ ~ ~ ~~i • _ ..i~ ~ . ~ ~ \ r ! ,.=w~~ FOR EQUIVALENT AREA) 11 SEDIMENT BASIN a ~ f ~ ~ .f~ ; j~, ~ D,A = 6.0 AC. ~
~ ~ ~ ~ ~ I ~ - ~ ~ i' I ~ r e ~ ~ ~ t 1 i 1 ~ - r~, - ,f , ~ , , _ ~ ~ ; ~ ~ ti ~~p~' 3 SEDIMENT BASIN DENUDED AREA 5.0 AC. W
r i ~ ~I I ~ ~ 1 1 i I _ ~ ~ r'~ ~ _ , "0 / ? ' ` ' ~ y _ _ D.A. = 2.4 AC. VOLUME REQUIRED = 9,000 CF p
i ~ ~ ~ , . ~ ~ ~ 1 , I~ ~ ~ ;r ~ 1 1 ut t' ` r DENUDED AREA = 2.4 AC. VOLUME PROVIDED - 9,120 CF
~ i ~ 1 ~ - SIZE. 4' DEEP X 40' X 16` ± I ( VOLUME REQUIRED = 4,320 CF ~ P'
- , ~ \ ~1 ~ ~ i I i ~ _ ' . ~ ' ~ r ' VOLUME PROVIDED = 4,500 CF WEIR WIDTH = 10 FT ~ / ~ ~ a ~ ; ~ SIZE: 4' DEEP X 25' X 60'# Q
~ ,I 1 ~i ~ ~ ~ A , .,W ~r~ i ~ ~ ~ ~ 1 Y ~ ~ ~ ~ ~ i ~ , , ~ i r' y ~ , ~ a j' _ 12 RISER BASIN p - ~ ' ,!,_~l , WEIR WIDTH - 10 Fi _ DJ1. - 18.2 AC.
' ` ~ ; p DENUDED AREA 18.0 AC. 4 SEDIMENT BASIN p
O ~ ; ~ - / ' v ti ,y ~ ~ ~ , ~ ~ VOLUME REQUIRED = 32,400 CF Z D.A. = 5.0 AC. ~ I
~ I zs' x so' x s" DEEP _ ~ ; ~ ' ~ ~ r'~ ~ ' DENUDED AREA = 5. VOLUME PROVIDED = 32,400 CF
i , ~ ~ m ENTRANCE ~ O ~ 1 V ~ ~ ( r I ~ ~ 0 A . SIZE: B'DEEP X 50'X 108'± } r VOLUME REQUIRED = 9,000 CF m J l ' y .1 ' ~ ' WEIR WIDTH = 10 FT m
a ' i . 1 ~ l ~ - , i , ~ ~ _ , 1,~ , Dd . ' i ~ i i r , ;~r - _ ~,,r' ~ ~ LUME PR VIDED = 8,450 CF p Z ~ a~ ~ r-' - ~ ~ SIZE:4'DEEP X 35'X 90'# ~ 3
~ ~ - I D1TCH ) ~ K~r ~ ~ ~ 3'p ~ ~I ~ , I ii ~ r~ V A\ ~ i ~ `r- ' ' 13 SEDIMENT BASIN ~ . - . ~ , ~ ~ r WEIR WIDTH = 10 FT ~ i
i i ~V A ~ ~ I I ~ i , G (OR EQUIVALENT AREAi p ~ i J.: ~,'„>w;, DENUDED AREA = 3.2 AC.
',A r ~1~ t k`~~'` ~ " / , 5 SEDIMENT BASIN VOLUME REQUIRED = 5,760 CF , ,
1 ~ f I,~', ~ ~ t~ ~ ' ~ L ,i ~ ~ ~ ~"1 ~ syn. i; " f ,A A i i . I J ~ ~ r _ I ; ~ ' ~ - ~ ' ~ ' ~ ~ ~ D.A. = VOLUME PROVIDED - 6,030 CF ~ i r ~ _ , 1.0 AC, / '
# I n ~ ' ~ ~ ~ a/ ' v v' ~ ~ 4~' I I \ ~ ~ ~ ~ ' ! - SIZE: 4' DEEP X 30' X 67`+ ~ V ` , - DENUDED AREA - 1.0 AC. q -
0 ~ n ~ I ~ A _ I ; ~ ; . , ~ ~ ~ i ~ ~ .~ti ` ~ VOLUME REQUIRED = 1,800 SF WEIR WIDTH = 10 FT ~ h i ~ ~ ~ ~ ~ ?%i ~ ~ ; VOLUME PROVIDED = 1,800 SF p W c i ~ 1 i
+ p i ~ ~ ,,~i11 ~ ~ ,I i ,t' i 11~ , ~ ~ ~ ~ ~ ~ ( ; r~ ~ ' ~ /~i''_ - SI + 3 SEDIMENT BASIN N i ~ , ZE: 4 DEEP X 15'X 40'_ ' ~ , ; , , ; ,yv D.A. = 1.6 AC.
i c ~ ~ ~ 1 i ~ \ } _ TE YER ON L ~ / ~ i 1.~; ~ ' ~ ~ ~ - WEIR WIDTH = 10 FT ! ~ ' 1 ~ ~ DENUDED AREA = 1.6 AC. II
i/ ` i r ~ ~ R.. L ~ ~ O ~ i ~ ~ . t 1 t' \ ' _ ~ .i '.i ~ r ~ ,•P 1Q ~ I ~ TENP YEA51 ~ ( r r : , i : i` , _ VOLUME REQUIRED - 2 0 CF V+ e 'f, -7'l~ ~ %rr ~ s' ~ 6 SEDIMENT BASIN ~ C r
DIT i ~ - - , ~ , a ,.W;~ ' 8°SR 89.67 ~ I ti _ , _ 7. t _ - ~ ° '!r , r r ' D.A.= 2,8 AC. VOLUME PROVIDED = 3,000 CF o 0 O ,
1V, ~ < 'i a i i ~ p • \ V.~~. , ~ . i i ; r ~ ~ ' ~ I r ~ r r ; ~ r ~ _ SIZE: 4' DEEP X 20' X 50'+ ° Z ui t ; . r r : , ~ DENUDED AREA - 2.4 AC. - N ~ ~
_ _ ~ - 1 \ ~ .i~ ~ ) ~ v ~ r ' ~ ri ~ ~ d ~ I r ~ ; ` r~ r ~ / " ~ VOLUME REQUIRED = 4,320 CF WEIR WIDTH = 10 FT M m W Q ' ~ ~ VOLUME PROVIDED - 4,500 CF ' ~ ,
~ ~ i JJ~ ~'v ~6 1 ~ ~ t I . . ~ - ~ • - ilk' r ` ( . I r 1 ~ i ~ , r ~ r ~ SIZE: 4' DEEP X + 14 SEDIMENT BASIN
i i 7 / ~ ~ • i i 1 ~ ~ ~ ~l ~ ~ ~ ~ ~ ~ ~ ~ , r ~ 25 X BO'- D.A. = 3,2 AC. ,%r _ r~ ~ u , ` ~ I i i WEIR WIDTH = 10 FT 1 ~ i ~
' ( i ~ ' , r ~ ~ I r r , ~ DENUDED AREA - 3.2 AC. r;r ~ ' ~ ~ ~ ( ~ ~ ~ ' ~ ~ ~ 1 SEDIMENT VOLUME REQUIRED = 5,760 CF
, ~ ~ r BASIN ~ ~ / r '%r , ` ~ 1 ~ ~ ~ ~ ~ ! ~ ~ _ VOLUME PROVIDED = 8,650 CF
0 ~ ~ ~ I \ ~ / .I i)i; ~i . - v ' F r 1. ~ ~ ; ' ; ~ ~ ~ ~ 'r-,., i ~ I x,'25 ;-r: ~ D.A. - 5.0 AC. + . ~ -'i ~ 1 ~ r DENUDED AREA = 5.0 AC. SIZE: 4'DEEP X 30'X 65'_ q ~ ~ I
. ~ ! ~ ~ • v, 9 ' ~ r ~I~,1~ee,V'r Irwd~,Soule` ~ /f! i i ' ~ ' ' % ~ ~ ~ ` ' ~ r ~ VOLUME REQUIR - WEIR WIDTH = 10 FT ? ~ ~ ~ ti ~ t r' , { ED - 9,000 CF ~
`,DQ~ 41~~1/8'1~'~ , ~ ~ VOLUME PROVIDED = 9A50 G ~aQ. ( ( Limit of 1':,OQ y r' ~lood~ploin 15 SEDIMENT BASIN oe
,~M 9$6/1796 s , . _ ~ ~ ~ ~ ~ i t' ~ ~ "1'~ 0 ? ' v ; ( ~ ~ _ SIZE. 4 DEEP X 85X80 _ Q ~ ~ ~ i ~ , ; WEIR WIDTH - 10 FT DENUDED AREA = 4.5 AC.
i 5 ~ ~ ' ~ ~ ~ ~ ~t ` v~.~ ~ ~ v~ . , _ ~ 1 ~ ~ i, , fir" 1 ' Y
_ I` r r Ib ~ ( ~ ~ r r . r , ' ; ~ 8 SEDIMENT BASIN VOLUME REQUIRED = 8,100 CF > ~ q a ~ ~ ' 1 C VOLUME PROVIDED = 8,190 CF p
n , o ~ v ~ s_ L I ~ 1 I • r r , ti r Q ` D.A. = 0.3 AC. ~ + r ! ; r V SIZE: 4' DEEP X 35X78' _ Z ( ! ~ ~ i" ~ : ~ , : ~ ~ ~ DENUDED AREA = 0.3 AC.
\ ~ i ~ , r.(.-_ _ ( J r WEIR WIDTH = 10 FT rr ~ / r ~ VOLUME REQUIRED = 540 CF
r r O' I ~ „ y ~ VOLUME PROVIDED = ' ' 16 SEDIMENT BASIN
o ~ ~ ~ , ~ glow-,~or' ~Former I y _ ~ , ~ 14 1 , l r , v D ~ ~ ~ 1 Sanford 9011ey _ lcf _ _ • ~ ~ ~ rr 1 5~ ~ ~ ~ ~ ~ SIZE. 4 DEEP X 10 X 20 + r ( ~ ~ ~ ~ 1 ~ ~ ~ W - - D.A. = 3.0 AC. Z EIR WIDTH - 10 FT ~
- o ~ _ -See Ref-, 1)- ?e ~ . , ~ ~ y 1 ~ _ ~ ~ _ _ _ ~ v ~ . ~ii TEN2 DIVERS[ ~ - ~ r ' ~"r DENUDED AREA = 2.2 AC.
ITCH PTYP Y ~ D ~ n i ~Kp _ l i~~ r ~ ~ ' ' ~ ~ - VOLUME REQUIRED = 3 960 CF 'J J l ~'h~ T ~ ~ ~ ~ r
v ~ ~ , ~ 'y. , . - . _ ~ l'2'T , y 1 ~ ~ _ ~ , r 0 a ~ , 1 r 1, _ , se. v I~ I ~ 1 ti . i r ~ _ - s ~ _ a , r 0 h ~ ~ ~ ~ ~ ' VOLUME PROVIDED = 4,125 CF Z • ~ ' ' I r ' ~ _ SIZE: 4' DEEP X 25` X 55`± 3
\ _ ~ ~ v y v~v L Y ti e I - '~,S o ~ _ _ . ~ ~ - y ~ ; -~5~ \ 1 h 1 G, r'~ ti° te~~; ~ r ~ ; f~: ~ ~ ~ - WEIR WIDTH = 10 FT Z ~ ~ ( ;
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R:/2001J08S/01302000/1302C4.0

VICINITY MAP GENERAL NOTES: WETLANDS AREA DATA; b ~
NTS m is as waters of the U.S., or Area "BK" 5,904 sf or 0.14 ac Area "BC" 19,349 sf or 0.44 ac a o
1 Grid Tie based on NCGS Grid Monument "Power," with grid coordinates I, Bradley L. Hunter, NCPLS, do hereby certify that this map was prepared Thls certifies that this copy of this plat identifies as waters of e lated ur- a ~ Ing wetlands, r gu p Area "BL" 793 of or 0.01 ac Area "BD" 2,896 of or 0.07 ac
as shown hereon NAD 83, and a combined scale factor of .9999xxxx. under my supervision, and accurately depicts the locations of Section 404 wetlands, all areas of waters of the U.S., including wetlands, re. SR 1147 ' Jurisdictional Areas as delineated by Enviromentol Services, Inc. of Raleigh, auant to Section 404 of the Clean Water Act as de erm ned y s determined by the under- " " " " ~ ~
2) The Wetlands Delineation Exhibit shown hereon does not meet all of North Carolina. signed on this date. Unless there la o change in the law, or ou the requirements of GS 47-30, as amended, and is NOT FOR 1111111 regulations, this determination of Section 404 Jurisdiction may k 1 the law, or our published Areo WL 954 sf or 0.02 ac Area CE 5,193 sf or 0.12 ac ~ ~ trladictlon may be relied up- Area "BH" 352 sf or 0.01 ac Area "BE" 24,547 of or 0.56 ac
RECORDATION. ~~d~~U1111 ffffllll~j// on for a period not to exceed flue years from this date. This d \\Op •(~t ~0 qi~G woe made utilizing the 1987 Corps of Engineers Wetlands Deline :his date. Phis determination " " " " Z ~ ~
3) All distances are horizontal ground. ~ / i~ Wetlands Delineation manuoi. Area BJ 6,484 sf or 0.15 ac Arao BG 2,147 sf or 0.05 ac ~ cy ~
q~k SS W uN 4) Ail areas computed using coordinates from measured field data. _ ~ OFD l0 Area "BM" 1,475 of or 0.03 ac Area "BF" 6,297 of or 0.14 ac ~ U
qkF ~0 1 ~ _ Q~ " 65 of or D.05 ac Area "CH" 59 611 of or 1.37 ac ~ ~ ~ ~ Area BI 2,2 , " M " " O
~o ~ N = SEAL ' ~ ~ REFERENCES: Bradley L. Hunter NCPLS L-3565 ~ L-3565 ~ ~ a Area BA 5,476 of or 0.13 ac Area CI 27,098 of or 0.62 ac p z l i
~ ~ y O Area "BB" 6,479 of or 0.19 oc ~ o ~ ~
cWn 1 Unrecorded let entitled "Survey for Sanford Bailey," lost revised October 9 SITE ) p ~,0 SU , ry ~ October 3, 1998, prepared by W. Graham Cawthome, Jr., NCPLS L-2923, ~ ~ 1 ~ ~ " ~ ~ W ~ ~4 ~
S Job No. 95-4352. 79~j/ f; LO`(~ Total Wetlands Area 179,320 sf or 4.12 ac ~ rn rn
R , ~ //4Alfilllllliit11t11 Title 909 y ~ 0 2) Book of Maps 1982, Page 973, Wake County, North Carolina Registry of
~ A Deeds. mv~~ orn
w 3) Aa shown hereon; Wake County, North Carolina Registry of Deeds. NCGS Grid Monument "Power" S 2 Zc7r~' 2c~c N a 2000 zn S 13
4) As shown hereon; Franklin County, North Carolina Registry of Deeds. N=833571.6923 Dat
SR E=2149638.2071 U
193 (In Feet) 1 ,z,
PK Noil set at the approximate ~ intersection U'
of US Highway 1 and Wall Road (SR 1135} ~ z Rolling Acres Subdivision
/ ^ry Section "D" ~ 1
/ ~ ^ NfF / ,~o Plat File 1/Slide 95 1 a _
WETLANDS LINE DATA WETLANDS LINE DATA WETLANDS LINE DATA o,°j~ USCOC of NC RSA ~7, Inc. Holden Farms, LP ~ l J ~ I ~ l i ~ U1
N/F / a LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH " ~ ~ " " L _ _ _ L {United States Cellular) DB 1057/567 ~ J ~ 6 I I ~
W1 N 40'42 44 E 24.94 Wt 13 S 34'09 30 W 22.10 W225 N 21'10 32 E 35.12 Bertha M. Holden / y~ ~ DB 1067/557 ~ ~ J r -_____I i
W2 S 18'34'26" E 23.31' W114 S 01'41'29" W 21.85' W226 S 52'52'44" E 15.01' DB 600/44 ~ BM 1997 138 I i J I I ~ /
• ~ W227 '4 " 14.71' / .N / W3 N 48 47 20 W 45.79 W1 i 5 S 02'19 34 W 12.69 S 08"19 0 E / ~ -I 1n J AI 5 I N F ~
W4 S 30'13'07" E 29.23' Wi16 S 10'20'29" E 34.51' W228 S 05'53'27" E 21.09' Tie • W117 " w 33.46' W229 S 02'20'46" E 17.36' / ~ N 68'10'04" W W5 S 113518 E 33.95 S 07 53 38 6 I / ~ a I I J I 1 _ ~ u, - _ John Clarence Conyers, Jr.
W6 S 49'32'18" E 34.68' W118 S 25'24'39" W 21.77' W230 S 05'36'16" W 10.33' _ - - " ~ ~ ~ 88.72' ~ rn I - --i ~ Stone Monument ~ ( DB 928/24 ~ ~
W7 S 72'58'32" E 21.46' W119 N 83'02'02" E 46.83' W231 S 58'52'12" E 22.12' - _ J.~..~}- Li ~ L3 L4 I I r • I 5 Traat I ~ ~
' " W232 N 83'46'20" W 17.28' / L5 L6 L7 S 87' " W8 N 86'0525 W 28.72 Wi20 S 16'2511 E 41.61 / r` 24 E g; 7 ~ E 578.98' " I 6 I J S 87 38 37 E I - _ _ / ~ N F
• W121 29.06' W233 S 49'15'04" W 13.54' 2 N " Tie W9 N 19 45 46 E 27.29 S 54'15 25 E • ~ " ~ ~ " 1 / ~ AREA BK N 70'32'58" W 2 W10 S 1548 35 W 10.69 W122 S 44'10 22 E 23.74 W234 S 45'56 43 W 17.52 / ~ wt 4 48.87' T1e wag wa9a • s _ / 319. 1832 " ~ - ~ ~ 72 18 E ~ J ~
W11 N 63'09'22" W 47.42' W123 S 00'11'58" E 18.12' W235 S 48'27'41" W 15.25' / , ~ rn N 79'12'59" W AREA BH " r AREA BH 272,gi~ S 78. I, 5 f J Lucy Mitchell DaPorter 36 49" ~ a
3 / a t 34 130.78' 94 W12 N 74'33'05" W 34.58' W124 S 60'38'14" w 27.85' W236 S 61'44'20" W 9.53' ~ w2 f 3~ I / J BM 1998/327 8 p3
W13 W125 N '44'09" E 23.42' W237 S 54'23'16" W 11.12' / ~ w2t wze N 25"i528 W 44.63 89 0~/ !,8 I Planted Stone / J L9 f
W14 W126 S 01'44'44" E 16.63' W238 N 14'37'25" E 8.11' Wall Road Business Center AREA "BL" ~9 wt2 ~ AREA "BJ N 5046 06 W 26.24 w ~ ~a S 78• L10 ~ f 44 29" ~
' W127 0' W239 N 39'06'49" E 21.27' BM 1994/249 wtt W15 N 26'24 26 W 30.08 S 82 52 32 E 10 5 / rno W16 N 13'24'56" E 15.58' W128 N 89'44'32" E 35.33' W240 N 43'07'44" E 15.33' / Tie Tie ?I ~ E J ~ PARCEL LINE DATA 0.60 S~~ • ,
Wiz S 82'23'38" E 18.20' W129 N 84'24'50" E 20.38' W241 N 46'45'26" E 19.32' ~ N 28 35 23 W 2 N 21'13'52" W LINE BEARING LENGTH 83537" , " J 2g f
, " " 862 ~ 52.85 W18 S 24'55 29 E 43.17 W130 N 18'44 23 E 32.39 W242 N 14'49 31 W 11.01 ~ 4 110.78' Li S 87'26 24" E 174.08 z 8,98' S 783 ' "
W19 » W 4.44' W131 S 77'56'18" E 21.66' W243 N 27'00'28" W 15.77' 06° \ AREA "WL" N 67 30 08 2 ~ L2 S 87 49 41 E 231.39 0 ~ ~ 4 31 E
W20 24.27' W132 S 18'05'44" E 30.86' W244 N 22'02'33" W 20.42' \ ~ o w w N 45'2158 W \ v Tie L3 S 87'41'10" E 206.24' t°• ~ / 42 .9 ' L4 S 87'43'37" E 157,04' J s 78' ~ " ~ z
W21 N 39'07'41" E 22.10' W133 S 15'34'03" E 24.84' W245 N 13'50'08" E 20.77' X09 \ °p PARCEL CURVE DATA N 44'26'07" W • W134 1 W246 N 30'18'23" E 13.13' ~3j• \ \ ~ w49 211,62' W22 S 89 2419 E 27.00 S 34 30 24 E 9.86 CURVE RADIUS LENGTH CHORD DIRECTION , " N / 27 D3 E / o L5 S 87 43 55 E 84.18 N ~ ~ ?102' ~
, " 1 1 1 W247 1 \ ^ W W135 17'43 44 E 20.12 S 29'57 47 E 26.95 'i 7" W AREA "8M" 23 S 15'0516 E 28.21 S \ 2 Ct 3494.96 239.01 238.96 N 04 41 L6 S 86'02'44" E 142.39' S ~ TRACT 2 ~ ~ ~ ,
• • " W248 S 05'01'02" W 19.54' " W24 S 36`i215 E 19.83 Wi36 S 10'0503 W 22.33 \ \ C2 1551.66 277.82 277.45 N 11'4636 W AREA BI ' 5'50" E 250.71 J 5 L7 S 88 3 J ~ D ~1 W
W25 N 86'37'42" E 21.18' W137 S 16'27'59" W 27.27' W249 S 57'51'49" W 5.12' \ C3 1551.66' 90.11' 90.10' N 18'34'11" W Tie ~ N /F L8 S 78'31'50" E 119.59' c 0• x 78'35'45" E 56.98' a r
W26 S 48'35'47" E 32.98' W136 S 21'23'08" W 27.89' W250 S 31'21'01" W 23.16' C4 1450.00' 240.93' 240.65' N 24'59'37" W N 62'25'16" E w54 • ~ " W251 S 31'09'02" E 13.18' \ 353.66 Edei ft Develo ment Co. Inc. l9 S " ~ Eden Cro p ~ L10 S 7T17 26 E 45.55 ~ ~ ~ y~
W27 N 72 39 35 E 20.25 W139 S 53'0013 W 12.65 a w5~ ' Wi 40 " W 17.57' W252 S 37'52'02" E 21.92' ~ \ wee ~ e W28 S 13'15 41 E 34.42 S 46 26 35 DB 816/363 L1 t S 18'39'28" W 190.71' J / h
W29 S 13'20'32" W 37.10' W141 S 44'46'18" W 22.93' W253 S 43'25'27" E 16.09' \ ~ L12 S 18'10'16" W 135.11' J ? 6y " w J H ls3 .'y
W30 S 49'08'53" E 33.86' W142 N 71'26'35" E 16.03' W254 S 29'56'11" E 14.38' \ Tie Tie L13 S 42'14'48 W 152.64 m / J + 6Sy r ~ry 19'0818" E L14 S 27'27'21" W 119.18' F tik pS7+ ~
• W14 W255 S 61'21'50" W 24.31' \ '~5 wee N 19'0818" E W31 S 66 36 48 W 30.05 3 N 76 33 43 E 9.38 ~ ~ 86.55 86.55 " ° ~ ~ w ~ L15 S 30 52 51 W 138.39 o f q
W32 N 35'41'29" W 50.57' W144 S 84'26'03" E 22.30' W256 N 78'05'04" W 12.55' 9 4 \ AREA "BA" vn W257 S 52'34 56 W 14.99 w7 Tie W33 W145 S 31'47'54" E 23.24' a'o, ~ 816.81 Tie 17'36'55" W 94.21' W J o b L16 S J a
N 10'2019 W 23.59 " ~ o wn N 10'24'51" W W34 N 29'06'30" W 38.71' W146 N 74'39'43" E 21.01' W258 N 32'55 24 W 23.41 ~ I N 6~ o 10'24'51" W Lt S 49'40'15" W 140.55' ~ ~ ~ a ~ x
• W259 ' 4' 7" w 21.14' a ~ ~ " 734 " w;'4 86.24' W35 N 84'16 33 W 18.99 W147 N 77'13 05 E 22.51 N 17 5 3 0, 1,5714 W 5 ' 86.24' 7 " 4 J ro ~ ~ a~ ~ a~ ,o U 8 S 12 4615 W 25.95 U ~ ~ , P °m o m
W36 4' W148 S 42'02'25" E 14.57' W260 N 48'39'02" W 20.42' ~o ~ S 8 W 2 N 5433 04" W 36.9 ~ ~ " ~ " 1 ~ i , r1 L19 S 12'46'15" W 73.11' m J J q °1 I? m , b d ~ A ~ z nt
4 W261 N 07 38 07 E 23.20 ~ ,n ~ W •t W37 N 35'09 54 W 15.53 W1 9 S 83'25 05 E 27.03 ~ Z I " , 1 " t 1 " I V' L20 S 34'5617 W 131.09 ~ J ~ ti ; q °o L21 S 42'01'27" W 205.30' o t' J o a H ~ e~~ U
W38 N 49'0318 W 15.99 W150 S 67'47 36 W 66.61 W262 N 21'1940 W 12.34 ~ NO W39 N 199'26" W 19.80' W15i N 73'22'26" W 15.53' W263 N 00'44'23" W 27.88' 1 1 ~ " ~o m owz ~ vz L22 S 27'57 36 W 120.87 ~ / ~ ~ a ~ o c
W40 " W152 N 74'03'17" W 18.92' W264 N 60'i1'52" E 18.21' ~ p ~ w~to , we5 S 76 4313 W 24.62 " , 1 " , J 1 'm e7 L23 S 25'34'41" W 224.42 ;1 y~9 ~ ~ ^t
W4i S 29'00`45" E 22.90° W153 N 57 34 Ot W 19.19 W265 N 67 0107 E 16.35 , " J ~ c,: W1~o8 0 L24 S 33'13 21 W 80.47 , „ ~ w ~ ~ ~ ~ 'a , " J c~co~ Qa ~
W42 S 36'05'31" E 21.35' W154 N 28'10'45" W 18.02 W266 N 73"13 42 E 17.86 ~ ~ ~ ~ i L25 S 33'13 21 W 42.68' AREA "q" 1 ~ c7 ~ x
W43 S 89'09 52 W 19.09 W155 N 22'50 49 E 15.90 W267 S 35'09 28 E 16.96 1 , 1 ~ " ~ ~ AREA 'BB" ~ L26 5 35'13 06 W 101.29 7 L27 N 57'06'00" w 39.80' a ~ ~
W44 N 59'00 35 W 25.66 W156 S 69'34 20 W 59.89 W268 S 63'12 04 E 17.00 vno2 W45 14 W157 N 56'58'18" W 20.06' W269 S 21'00'12" E 18.57' 1 N 63'18 30 E .03 ~ w37 b F L28 N 57'54 33 W 67.32 1~ 1 ~ ~ w
5 W46 N 64'48'31" E 24.18' W158 N 74'51'14" W 26.03' W270 S 10'29'11" w 49.48' ~ n WI 5 L29 N 57'44'38" w 107.33' was 7 ~~or
• " ' ' W271 '40'32" E 25.42' w TRACT 1 A W47 S 47'27 59 E 19.19 Wi 59 S 75 09 02 W 24.86 S 02, " 1 ~ L30 N 56'21'46" W 16.24' w w9 w3se
W48 S 01'09'55" E 35.95' W160 N 12'51 `47" W 13.36 W272 S 35 52 31 W 10.78 N F 1 " " ~ / Tie w36 w35e
w49 N 69'3310 W 39.95 W161 N 07'32 07 W 49.10 W273 S 11'06'08 E 19.75 W50 N 32'50'39" W 21.86' W162 N 18'51'25" E 22.13' W274 N 73'02'20" E 34,66' WETLANDS LINE DATA ~ Gaddy Properties Limited Partnership wt42 N N 19'56'50" E ~ e°~ ~ F
W51 .31' Wi63 S 31'04'27" E 20.15' W275 N 35'40'14" E 26.03' LINE BEARING LENGTH ~ N~ w14t t5 N 55 37 57 E 30 66,E DB 1090/286 to ~ w357 z 5 102.47 W ,s I 35a ~ a z
W52 S 72'59'16" E 19.03' W164 5 30'37'00" E 14.16' W276 S 51'21'53" E 5.67' W337 N 07'36'50" W 24.81' ` N 3145, xn t 1 I was w359 .Q~ ~ a
W53 S 60'14'05" E 23.94' Wi65 S 52'26'47" E 24.16' W277 N 35'40'14" E 26.03' W338 N 05'20'10" W 34.84' ` W wt~~ O U j
W54 S 44'46'51" E 24.65' Wi66 N 81'16'39" E 40.42' W218 S 67'55'56" W 23,85' W339 N 04'02'23" W 43.82' ~ , " " 1 W340 " 1 ` ~ W135 wl ;w, 1 tK a I ~
W55 S 55'09 Ot E 8.09 W167 S 20'43 08 E 16.60 W279 S 36'3127 W 14.45 S 81'27 32 W 44.05 ' AREA "BC" ~ W56 S 75'46'41" E 16.90' Wt68 S 81'16'52" E 27.81' W280 S 10'21'35" W 57.21' W341 N 66'02'59" W 17.05' 23 ~ ~ b 2a N F /
W57 W169 S 43'01'30" E 20.96' W281 S 25'82'11" w 39.23' W342 N 26'05'04" E 60.50' ~ wta2 wt 5Wi24 S 22'24 03 E 22.58 wt3t Wi24 Tie ?33 ,~\e h Nn 5 N 12'20'57" W S4g• 1~ La D. Seibd cS
W58 " 75' W170 S 41'51'20" E 19.87' W282 S 57'36'56" W 42.38' W343 N 41'23'26" E 43.09' ~ S 60 56 59 W 23. ~ 172.35' ~ 1~ DB 827 265 Q•1 ~ ~
W59 N 34"18'31" W 18.32' W171 S 04'14'42" W 28.05' W283 S 33'20'01" W 33.33' W344 N 76'17'41" E 33.97' ~ ~ ~ ~
• ' " W284 6'18'03" W 58.41' W345 N 67'23'36" E 26.07' w z ~ W60 N 40 3613 W 15.91 Wt 72 S 07 0248 W 14.01 S 2 a ` " " vn~'~~ " " ~ " ~ ~ " ~ rn AREA BD wf~~4s ~ry1 ~ 0 ~ .A BD " " f J ~ ~ ~
W61 N 22'16 36 W 18.53 W173 S 26'30 56 E 2.54 W285 S 32'15 47 W 37.07 W346 N 65'07 37 E 34.93 A > t w 1 1 " , 1 " 1 O W ~'1 W62 N 79'3710 W 27.43 W174 N 35'35 05 E 39.07 W286 S 18'1129 W 36.70 W347 N 49 2137 E 9.50 ~ . ~ q sn AREA CE 7 a ~ ~ U ro ~58 ~ /
W63 N 73'27'40" W 24.65' W175 N 09'46'03" E 23.03 W287 S 16 03'26 E 44.18' W348 S 52'26 33 E 10.20 ~ ~ o ~ ~e~ wi t , 5g W346 J U w1~5 o Tie w34~5 I ~ ~
1 a r , " 1 ° ~ ~ IY15 W64 N 79'00'38" W 14.19' Wi 76 N 82'03'52" E 11.92' W288 S 59'34 07 W 42.76 W349 S 34 51 55 W 93.38 ~ S W CO N 06'4700" W w289 ~ ,N ~
1 " 1 / M 1 1 M 1 1 " I ` ~k O 111 t W177 .17 W289 S 12'4918 1Y 38.13 W350 S 64'0412 W 25.48 F Nr xn W65 N 64'3811 E 25.65 S 02'18 30 W 32 ~ C Y 1 " 1 1 M 1 1 " 1 1 M 1 ~ O N ~ 1 e6 94.27' W3~ ~ ~ ~ rr w? 7 e , , w27D ~ o W 75 5 Q'i ~ ~ ~
W66 S 49'36 48 E 42.81 W178 S 00'17 21 E 29.74 W290 N 39'55 57 E 52.61 W351 S 73'56 26 W 17.50 (J ~ ~ ~ 4 w342 ~ ~ O I 0 w, ~ a ~ z
W67 W179 4 8 50 E 24.12 W2g1 N 33'38 53 E 38.58 W352 S 05'30 26 W 32.17 ~ N 62'00 40 W 16.88 S 2'Z D W68 N 02'39'57" W 25.14' W180 N 65'00'21" E 31.69' W292 S 26'17'53" W 32.58' W353 S 20'08'28" W 129.94' rn ~ ~ W17t y wen J I r~ ~ ~ Z 7e ~ wa3g ~ 7e ~ w279 J / ~
W69 N 06'22'46" E 36.88' Willi S 73'48'46" E 32.17' W293 S 46'46'42" W 33.29' W354 N 87'56'50" W 20.36' Q 2 rw wzsa ~ ~ ~ ~
W70 N 26'06'40" E 23.23' W182 S 03"17'01" W 38.79' W294 S 12'26'55" W 31.86' W355 S 04'00'06" W 35.49' ~ ~ W224 Nq ! t ~ V Ul w172 7~ W337 ~ J ® r-~ ~ ~ N338 m x ~ b
W71 N 37'02'38" E 51.84' W183 S 49'23'52" E 30.67' W295 S 30'03'32" W 30.82' W356 S 01'54'05" W 44.29' ~ ~ . " 1 " I w173 W282 f C ~ H Q} ~ ~
W72 N 72'39'08" E 12.20' W184 S 27'29'09" W 28.90 W296 S 52 20 53 W 31.30 W357 S 19'36 41 W 48.93 ~ • " W297 W358 04'05'34" E 34.74' w2 W221 W3S' ~ ~ W W ~ ~ U ~
W73 S 23 53 27 E 12.55 W185 S 51"10 52 W 23.30 S 67 3516 W 17.87 S fn W74 W186 S 26'24'40" W 37.79' W298 S 39'50'31" W 52.86' W359 N 53'12'51" W 24.17' ° V / ~ n S 42 42 42 W 27.88 ~ w2a4 ! v ' ~ U W22 1 J I Q~ Z ,n
• ~ " W299 '52" W 28.21' W360 N 06'25'32" W 33.63' ~ TRACT ~ W75 S 37 49 56 W 32.97 W187 5 04'00 41 E 38.80 5 39'56 ~ ~ " , N 88'50 39 W 389.67 wzte ee5 Tie AREA "CH"w~3 J v p c~ q 1 ~ 86 ~ a ~ •rl ~ N
W76 S 35'38'14" E 23.08' W188 S 19'05'30" E 11.13' W300 S 42'32'55" W 33.48' W361 N 33'54'48" W 29.08' ~ wzt rrJ ~ N 82'45'17" W ~ J a E., ~ ~ w2,4 w, 1D7.1s' wa3 w2e7 ~ ~ a ~ ~
W77 S 35'3154 E 14.78 Wi 89 S 48'3136 E 49.53 W301 S 24'03 48 W 40.88 W362 N 72'27 31 W 23.21 ( ~ S~, ~ ~ ~ ~ wet ~ w33, b w a ~ ly w2n w,9o " " 1 ~ Z ~ ~
W78 S 27'34'56" E 22.35' W190 S 33'44'19" E 33.73' W302 S 04'33'49" E 36.20' W363 N 26'52'18" W 16.51' ~ S6 j , Charles W. Gaddy 1 " 1 / tl 1 , " 1 1 " 1 \i/ I AREA "BE" w2 AREA BG w33o w2e9 J ~ ~ ~ ~ ~ 2 w22e 138 ~ a Qi ~ f1,
W79 S 24'07 53 E 24.27 Wt 9i S 68'30 50 E 15.04 W303 S 18'43 52 E 30.81 W364 N 38'3103 W 23.58 /Y DB 3062/965 AREI • " W304 S 53'15'48" W 29.84' W365 N 25'02'09" W 18.21' ~ ~ W80 S 16 3310 E 22.50 W192 S 71'24 34 E 26.62 w227 s 9o J W I ~ rrz ~ J 0 a
W81 N 87 '27" W 6.26' W193 S 03'29'26" E 15.45' W305 S 11'46'04" E 23.03' W366 N 06'53'42" E 30.63' N ~ ~ •o N F '25 / w2o a Tie wag J q ~ .i,.) "
W82 N 36'17'00" W 21.20' W194 S 09'20'28" W 16.57' W306 S 14'58'11" E 32.18' W367 N 53'57'57" E 22.01' ~ ~ Sly w2 s4jNe ~ 3t N 58 30'15" W w327 ~ J ~ ~ ~ a+ w2oo 156.20' w3 w293 a J ~ t ~ ~ ~
W83 N 15'05'21" E 41.42' W195 S 07'17'59" W 24.35' W307 S 02'05'16" E 25.76' W368 N 71'25'01" W 13.62' I ~ Alice Virginia Soule •601 ~ ~ W325 Q 1~ 0 W234 W294 l ' z ~ h•+i l1'+ ~
W84 N 43'24'51" W 34.32' W196 S 00'38'11" E 28.97 W308 S 16'59'01" W 39.66' W369 N 41'25'42" E 13.50' I I DB 4151/81 W85 N 16'38'18" W 12.84' Wi97 S 25'31'43" E 7.49' W309 S 27'11'28" W 33.03' W370 N 64'35'30" E 11.94' BM 1986/1710 / 77 W235 W324 9b v L25 ~ ^ ~ 0
1 " " " L30 R~ S . W86 N 06'29 48 W 21.95 W198 S 42'01 59 W 13.03 W310 S 21'40 34 W 49.03 W371 N 72'29 02 E 18.59 Lot 1 / 1S , W238 ~ A 0 ~ ~h W247 y,~2 w2 H cd 0
W87 14.63' Wt99 S 65'57'53" W 24.71' W311 S 27'57'57" W 37.66' W372 N 65'45'10" E 16.94' / e2~. N 55 53 36 W W283 ~'~g 9a W2e2 4 W3 J ~ W h+l ~ ~ ~
W88 N 08'10'50" W 16.50' W200 N 02'36'00" E 21.37' W312 N 04'15'04" E 20.24' W373 N 11'01'56" E 12.25' •o, / k Bt 50 99 J ~ 'i{ ~ W3 W300 ~ ~ 4) W260 ~ I O ~ ~
W89 N 70'04'02" W 21.89' W201 N 65'05'09" E 15.00' W313 N 24'22'29" E 52.99' W374 S 88'37'38" E 12.89' N 1 1 " , 1 " 1 1 M 1 I AR A "BF" w259 t ~ ~ 0 wz5e w255"~ ~ a / ~
W90 N 33'10 31 W 36.59 W202 N 04'06 49 E 34.83 W314 N 04'3919 E 46.33 W375 N 53'40 21 E 17.18 / W91 N 26'42'01" W 32.44' W203 N 19'35'39" E 21.47' W315 N 13'41'02" E 48.08' W376 N 46'04'03" E 18.25' SAS 5e wao2 rr b ~ w 57 W303 O J / V 07
/ N /F 3s• W92 N 29'14'54" W 29.23' W204 N 32'48'20" W 16.00' W316 N 08'57'41" w 34.85' W377 N 37'13'15" E 10.02' ~S, W316 ry. ~ bD Q] --1_ J
' W205 N 59'04'41" E 10.00' W317 N 02'54'18" W 30.56' W378 N 25'21'24" W 18.52' ~ W93 N 31'07 32 W 18.16 Sanford Bailey ~ W31 05 y ~V waoe I ~ ~ c~ (29 ~ ware ~ 0 ~
W94 N 46'41'52" W 24.04' W206 N 68'48'34" W 24.46' W318 N 00'23'06" W 70.20' W379 N 01'46'35" E 17.44' 9 w3o7 / N ~ (?8 ~ wa15 J
' W207 N 4'13'58" W 22.27' W319 N 17'53'45" E 38.36' W380 N 43'11'18" E 16.90' See Ref. 1) W95 N 33'0007 W 32.69 7 "Lot 2-A-1` / j, V
W96 N 37'46'17" W 14.40' W208 N 39'47'55" W 19.63' W320 N 19'36'00' E 31.49' W381 N 29'24'45" E 18.34' W97 N 38'53'20" W 17.63' W209 S 53 26 30 W 10.71 W32i N 51'02'54 E 21.40 W382 N 50'29 40 E 18.69 / / W W314 ~ J ~i W
W96 N 54'35'21" E 22.71' W210 N 38'36'26" W 20.18' W322 N 48'09'21" E 36.01' W383 N 33'53'03" E 15.55' L2 ~ L27 S . ?3 , w w3t3 J ~
W99 S 36'23'43" E 36.69' W211 N 35'53'39" W 5.17' W323 N 39'07'03" E 34.92' W384 N 46'36'14" E 19.66' LEGEND / ep2' S Tie J PROTECT N0. ~ A ~ N w31 1 ~ TDC-00001 / 9 o N 50'30'14" E J J q
W100 S 32'50'30" E 58.85' W212 N 24'32'19" W 11.85' W324 N 49'24'20" E 86.01' W385 S 81'47'51" E 10.31' / ~ 212.77' ~ F[i.ENA11S:
• ~ W325 " W 19.10' W386 N 10'14'37" E 11.16' ~ Existing Iron Pipe ~ W101 S 315010E 29.94 W213 N 54 5151 W 28.46 N 83 45 45 W326 N 28'25'29" E 33.99' W387 N 86'27'10" E 19.90' ~ Existin Concrete Monument w1o2 S 11'30 31 E__ 24.99 W214 N 411133 W 52.06 _ 9 ~ 78 2 h J J ~ TD00001W.DWG N/F ti ~ ,~y ~ ( ~
SBba.'~~ 1. J ! ? ~ DRA1fN BY: ?I U
W103 S 40'29'47" E 20.63' W215 S 20'01'29" E 6.97' W327 N 38'11'10" E 72.30' W388 N 4835'16" E 28.10' Donald Soule UL-1 I
W104 S 33•28 47~ E 22.10 W216 N 16 00 11~ E 50.08 W328 N 33 23 36 E 49.15' W389 N 29'00'02" E 38.33' Iron Pipe Set See Ref. 1) CHECKED BY: Mill Creak Associates, Inc. ~
W105 S 51'16'56" E 25.31' W217 N 56'41'17" E 22.66' W329 S 12'09'26" E 21.36' W390 N 85'59'20" E 30.45' A Computed Point Lot 2-A-2 DB 7969/523 GRAPHIC SCALE SCALE: u
W106 S 73'07'43" E 14.96' W218 N 26.34'29" W 38.13' W330 S 17"19'09" W 37.87' W391 S 66'09'48" E 11.28' W331 W392 S 15'40'59" W 17.69' Boundary Line Not Surveyed "Tract 5" 1 = 200 200 o too 200 goo eoo
W107 S 30'27'29" E 24.83 W219 S 58'19 59 W 14.67 S 25 28 49 W 40.62 ~ W108 S 84 52 24 E 22.04' W220 N 75'27'24" W 28.96' W332 S 32'10'16" W 41.66' W393 S .08'30'00" W 16.15' D"'~` 5/1/00
W109 S 66'01 26" E 16.70' W221 N 2527 28~ W 27.40' W333 N 32'43'09" E 67.62' W394 S 30.47'38" W 7.39' BY GRAPHIC PLOTTING ONLY, the property shown hereon lies within Flood Zone "X" of Flood
W110 S 10 27 05 W 41.12 W222 N 07'21 42~ E 26.19 W334 N 22'40'20" E 53.34' W395 N 16'19'47" W 17.21' Insurance Rate Map Community Panel Number 370377 0008 A, dated September 15, 1978, SHEET NO.
W111 S 15'01 06 E 19.30' W223 N 38•03 43~ W 24.73 W335 N 12'03'49" E 41.30' W396 N 14'01'32" E 14.45' and Flood Insurance Rate Map Community panel Number 37183 C 00090 E, dated March 3, ( IN FEET 1 of 1 1 inch = 200 it.
_W112 S 00•11 29" W 18.22 W224 N 07'19 03~ E 34.52 W336 N 04'10'12" E 39.57' W397 N 08'23'56" E 13.52' 1992, and DOES NOT lie within a Special Flood Hazard Area.