20030928 Ver 1_COMPLETE FILE_20030725

\NVWN A T? Michael F. Easley, Governor
0
?? pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
`
U} 7 Alan W. Klimek, P.E., Director
Division of Water Quality
Q Coleen H. Sullins, Deputy Director
Division of Water Quality
September 17, 2003
DWQ# 03-0928
Wake County
The Weisgerber Group
C/o Mr. Roy Conoly
1426 Wall Road
Wake Forest, NC, 27547
APPROVAL of 401 Water Quality Certification with Additional Conditions,
Wetland Restoration Program
Dear Mr. Conoly:
You have our approval, in accordance with the attached conditions, to place fill in 0.0.145 acre of
jurisdictional wetlands (0.117 acre permanent, 0.028 acre temporary) and 285 linear feet of perennial streams
(133 linear feet permanent, 152 linear feet temporary) in order to construct the Carriage Heights residential
subdivision in Wake County, as described in your application received by the Division of Water Quality (DWQ)
on July 25, 2003. These impacts are cumulative to 0.36 acre of wetlands and 456 linear feet of stream impacts
associated with the Southern Oaks subdivision project (DWQ #02-1822, issued May 11, 2002). After reviewing
your application, we have determined that this fill is covered by General Water Quality Certification Number
3402, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification allows
you to use Nationwide Permit Number 39 when it is issued by the U.S. Army Corps of Engineers. In addition,
you should get any other federal, state or local permits before you go ahead with your project including. (but not
limited to) Sediment and Erosion Control,. Non-Discharge and Water Supply Watershed regulations. 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 in writing and you may be required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the 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, as well as
the additional condition listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and
waters or areas within 50 feet of all streams and ponds on the property. 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). A sample
deed notification format can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands ;
2
The culverts required for this project shall be installed in such a manner that the original stream profiles are
not altered (i.e. the depth of the channel must not be reduced by a widening of the streambed). Existing
stream dimensions (including the pattern and profile) are to be maintained above and below locations of each
culvert. The culverts shall be designed and installed to allow for aquatic life movement as well as to prevent
head cutting of the streams. If any of the existing pipes are or become perched, the appropriate stream
grade shall be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and
re-installed correctly; AR
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
"419) 733-1786 (phone), 919-733-6893 (fax), (.http://h2o.enr.state.nc.us/ncwetlands)
The Applicant must submit a plan and receive written approval from this Office to address any head cutting
that will occur as a result of this project (e.g., use of cross vanes downstream of the culvert);
Use of native 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;
3. We understand that you have chosen to contribute to the Wetland Restoration Program in order to
compensate for the impacts to streams. In accordance with 15A NCAC 2R.0402 and 15A NCAC 2B
.0242(7), this contribution will satisfy our compensatory mitigation requirements under 15A NCAC 2H
.0506(h) and 15A NCAC 2B .0233(10). Until the Wetland Restoration Program receives and clears your
check (made payable to: DENR - Wetlands Restoration Program), stream impacts (including fill) shall not
occur. Mr. Ron Ferrell should be contacted at [phone] if you have any questions concerning the
Wetland Restoration Program. You have one month from the date of this Certification to make this payment.
For accounting purposes, this Certification authorizes the placement of fill in 0.0.145 acre of jurisdictional
wetlands (0.117 acre permanent, 0.028 acre temporary) and 285 linear feet of perennial streams (133 linear
feet permanent, 152 linear feet temporary) in the Cape Fear River Basin, Cataloging Unit 03030004, and 133
linear feet of stream mitigation is required. Please be aware that the Wetland Restoration Program (WRP)
rules require rounding of wetland impacts to the nearest foot (15A NCAC 213 .0503(b));
4. 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.
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 that
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714
Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless
you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Debbie Edwards in the DWQ Raleigh Regional Office at 919-571-
4700 or Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
AW K/cbk
Attachments
cc: Corps of Engineers Raleigh Regulatory Field Office
Debbie Edwards, Raleigh DWQ Regional Office
Central Files
File Copy
Roy Conoly, 972 Trinity Road, Raleigh, NC, 27607
030928

NORTH CAROLINA-DIVISON OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2 H .0500, The Weisgerber Group has permision as outlined below to
place fill in 0.145 acre of jurisdictional wetlands (0.117 acre permanent, 0.028 acre temporary) and 285 linear
feet of perennial streams (133 linear feet permanent, 152 linear feet temporary) in order to construct the
Carriage Heights residential subdivision in Wake County, North Carolina. All activities associated with these
authorized impacts must be conducted with the conditions listed in the attached certification. THIS
CERTIFICATION IS NOT VALID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT
WETLAND RESTORATION PROGRAM
LOCATION:
COUNTY:
Carriage Heights residential subdivision
Wake
BASIN/SUBBASIN Cape Fear (03-03-00-04)
Impacts:
fill in 0.0.145 acre of jurisdictional wetlands (0.117 acre permanent, 0.028 acre temporary)
fill in 285 linear feet of perennial streams (133 linear feet permanent, 152 linear feet temporary)
As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to
compensate for the above impacts through the restoration, creation, enhancement or preservation of wetlands
as outlined below prior to conducting any activities that impact or degrade the waters of the state.
Mitigation:
133 linear feet of perennial streams by WRP required for the 401 Water Quality Certification. In
correspondence dated September 11, 2003, the WRP indicated that up to.266 linear feet of stream mitigation
and 0.574 acre of wetlands mitigation will be conducted by WRP if necessary for the 404 Permit.
Note: Linear foot requirements proposed to be mitigated through the Wetland Restoration Program must
be rounded to the nearest foot and acreage requirements must be rounded to one-quarter acre increments
according to 15 2r.0503(b).
One of the options you have available to satisfy the compensatory, mitigation requirements is through
the payment of a fee to the Wetlands Restoration Fund per NCAC 2R .0503. If you choose this option, please
sign this form and mail it to the Wetlands Restoration Fund at the address listed below. An invoice for the
appropriate amount of payment will be sent to you upon receipt of this form. PLEASE NOTE, THE ABOVE
IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE NOTIFICATION THAT YOUR PAYMENT HAS
BEEN PROCESSED BY THE WETLANDS RESTORATION PROGRAM.
Signature Date
WETLANDS RESTORATION PROGRAM
DIVISON OF WATER QUALITY
1619 Mail Service Center
RALEIGH, N.C. 27669-1619
[phone]
Re: Carriage Heights
Subject: Re: Carriage Heights
Date: Wed, 17 Sep 2003 14:48:54 -0400
From: Debbie Edwards <[e-mail]>
To: Cyndi Karoly <[e-mail]>
That is weird, the PCN read that
am fine with the project, so sure
conditions just so it is clear.
Thanks,
Debbie
they were proposing "no mitigation". I
just include the mitigation into the
Cyndi Karoly wrote:
>Debbie - I didn't see this during our phone conversation the other day:
>We'd discussed that mitigation would be required since it's cumulative
>to Southern Oaks. Turns out they already have an approval letter from
>the WRP to do mitigation for all 133 feet (X2 if needed). So are you ok
>then with issuance of the 401 with the usual add'1 conditions?
>Thanks.
1 of 1 9/17/03 3:04 PM
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Southern Oaks
Project Number 02 1822
Recvd From APP
Regional Contact: Steve Mitchell
WQ Supervisor:
Date:
Received Date 11/19/02 Recvd By Region
Project Type residential Subdivision
County Wake
County2
Region Raleigh
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
39 OTH O Y O N 18-16-1-(1) I I - 0,607. 0.36F-456
F-- 3 F .66 215.00 1
F_ I F_
Mitigation Wetland
MitigationType Type Acres Feet
Stream WRP Stream F_ 215.00
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N
Recommendation: 0 Issue 0 Issue/Coed 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
February 2003
215 linear feet of permanent perrennial stream *m pact.
No buffers shown on any maps.
Looks like drop inlets at the stream crossings. Do not see stromwater measures.
Greenway trail is showm. NO mention of impacts.
Adjacent prope[ty owned by same applicant will be developed in the future. Can we ask for
proposed impacts on that 100 acre tract?
cc: Regional Office
Central Office Page Number 1
North Carolina
Department of Environment and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Scott Mitchell, PE, LLS
Spaulding & Norris, PA
972 Trinity Road
Raleigh, NC 27607
Subject: Project: Carriage Heights Subdivision
County: Wake
NCDENR
September 11, 2003,"nS140
SEP 1 6 200,E
NWEROALOSEMON
The purpose of this letter is to notify you that the North Carolina Wetlands Restoration Program (NCWRP) is
willing to accept payment for stream impacts associated with the subject project. Please note that the decision by,
the NCWRP to accept the mitigation requirements of this project does not assure that this payment will be
approved by the U.S. Army Corps of Engineers and the N.C. Division of Water Quality Wetlands/401 Unit. It is
the responsibility of the applicant to contact these agencies to determine if payment to the NCWRP for impacts
associated with this project is appropriate.
This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued
404 Permit/401 Certification within this time frame, this acceptance will expire.
Based on the information supplied by you in a letter dated September 9, 2003 the stream and wetlands restoration
that is necessary to satisfy the compensatory mitigation requirements for this project is summarized in the
following table. The maximum amount of mitigation that the NCWRP will accept for this project is also
indicated in this table.
Stream
(linear feet) Wetlands Riparian
(acres) Riparian Buffer
(ft)
Impacts 133 0.287
Mitigation Maximum 266 0.574
The stream mitigation will be provided as specified in the 401 Water Quality Certification and/or Section 404
Permit for impacts associated with the subject project in Cataloging Unit 03030004 of the Cape Fear River Basin.
The mitigation will be performed in accordance with the Memorandum of Understanding between the N.C.
Department of Environment and Natural Resources and the U.S. Army Corps of Engineers dated November 4,
1998.
If you have any questions or need additional information, please contact Carol Shaw at [phone].
Sincerely,
Ronald E. Ferrell,
Program Manager
cc: Cyndi Karoly, Wetlands/401 Unit
Andrea Wade, USACOE-Raleigh
Steve Mitchell, DENR Regional Office-Raleigh
File
Wetlands Restoration Program 1619 Mail Service Center Raleigh, NC 27699-1619
[phone] Fax: [phone]
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Debbie Edwards
WQ Supervisor: Ken Sch,ister
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Carriage Heights County Wake
Project Number 03 0928 County2
Recvd From APP Region Raleigh
Received Date 7/25/03 Recvd By Region
Project Type infrastructure for residential S/D
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
39 OTH OO Y O N F--18-16-1-(1) FT-F--30,607. 0.15 285.00 F- IF—
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached?p Y O N Did you request more info?Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? QQ Y O N Recommendation: Q Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
cc: Regional Office
Central Office Page Number 1
03-0928
Subject: 03-0928
Date: Mon, 15 Sep 2003 17:34:57 -0400
From: Debbie Edwards <[e-mail]>
To: Cyndi Karoly <[e-mail]>
Cyndi,
I finally got a chance to review project. Unfortunately an issue came
up and I called the applicant.
Spoke with Mr. Spalding (applicant), they have had additional meeting
with COE and the COE is considering Carriage Heights SID to be
cumulative with Southern Oaks SID. In this case, mitigation could be
required ...we need more information about Southern Oaks and the crossing
included to connect both SID. Other than that HUGE issue, SID in Cape
Fear so no buffer apply and no additional impacts.
I told Mr. Spalding that we would be sending a letter for this
additional info., they are already in the process of getting the info.
together after the meeting they just had with the COE (I believe the
meeting was this past week) and will be submitting ASAP.
Sorry for the delay in the review
Debbie

1 of 1 9/16/03 9:28 AM

TriWe Check List
S
2 Q3
Date: Project N Q
County:
TO: ? ARO Mike Parker ? WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
? O Alan Johnson ? WSRO Daryl Lamb
RRO Steve Mitchell
From. Telerhone : (919) 3 3
'V?
file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill o_ ?y Mitigation Res V S ????'
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
Anq

SPAULDING & NORRIS, PA
July 25, 2003
Ms. Andrea Wade
Planning + Civil Engineering • Environmental
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
JUL 2 5 2po3
*h7ERQUAI cr
?,4ohn Dorney ???4C1 `?®?
L ?2 ` N_
F I L r ?!"? - '
C bivision of Water Quality
Central Office
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604-2260 P 0 9 2
Re: Pre-Construction Notification Application Form for Carriage Heights
Subdivision, Wake County
Dear Ms. Wade and Mr. Dorney,
Attached is one copy of the completed PCN Application Form for Carriage Heights
Subdivision in Wake County. Carriage Heights is a proposed residential subdivision
owned by The Weisgerber Group. The site plan for this subdivision is illustrated on the
attached "Carriage Heights Subdivision - Stream and Wetland Impact Map (EX-1.0)".
As illustrated on EX-1.0, the only access to Wagstaff Road is through the installation of a
stream crossing. Additionally, the proposed stream crossing is designed in the only
feasible location due to property boundary constraints and existing major power
transmission poles. The profile for this proposed road crossing is illustrated on the
attached "Carriage Heights Subdivision - Street "B " Plan and Profile (C-4.0)". The
attached profile drawing illustrates the proposed placement of culverts, adhering to the
requirement to install inverts of one culvert below the existing streambed to allow
movement of stream biota. Impacts from the proposed stream crossing are unavoidable,
however, they have been minimized as much as is practical.
The Town of Fuquay-Varina has required the Owner of this site to incorporate a road
connection between this subdivision and Southern Oaks Subdivision to the northeast.
This required road connection will be completed by tying to a stream crossing that was
permitted as part of Southern Oaks Subdivision (USA CE Action ID 9200221142, DWQ
Project #021822). A letter from the Town of Fuquay-Varina confirming this requirement
is included with this package. This letter is included in this submittal package to support
that this project is independent from Southern Oaks Subdivision. This subdivision will
have its own connection to an existing state maintained road. Additionally, recreational
amenities will not be shared by these subdivisions. All planning and engineering
requirements (such as open space requirements) have been addressed independently for
each subdivision as well. I have discussed this issue with Ms. Andrea Wade of the US
Army Corps of Engineers. Ms. Wade suggested that the information provided above and
Phone: [phone] • Fax: [phone] • 972 Trinity Road • Raleigh, North Carolina 27607
in the letter from The Town of Fuquay-Varina will provide enough documentation and
reason to consider Carriage Heights a single and complete project.
Stream buffers and level spreaders are provided on this site per Wake County
requirements. Locations and details of level spreaders designed according to DWQ
recommendations are illustrated on EX-1.0. This subdivision covers 43.26 acres with no
existing impervious surfaces. Approximately 12.39 acres of impervious surfaces
(includes roads, sidewalks, building footprints and driveways) are proposed for a total
proposed impervious surface percentage of 28.6%. Hence, no additional stormwater
management devices are planned for this site. A signed and notarized "Level Spreader
Operations and Maintenance Agreement" is included in this submittal package.
Thank you in advance for your time spent reviewing this PCN Application. Please do not
hesitate to contact me if you have questions, comments or concerns about this
application.
Sincerely
Scott Mitchell, PE, LSS
Environmental Engineer / Scientist
Cc: Mr. Roy Conoly, Spaulding & Norris, PA
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If anv particular item is not annlicable to this moiect. 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
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit #39
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 (verify availability with NCWRP prior to submittal of PCN), 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: The Weisgerber Group
Mailing Address: 1426 Wall Road
Wake Forest NC 27547
Telephone Number: 919 570 0418 Fax Number: 919 570 0419
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: Roy Conoly
Company Affiliation: Spaulding & Norris, PA
Mailing Address: 972 Trinity Road
Raleigh, NC 27607
Telephone Number: 919 854 7990 Fax Number: 919 854 7925
E-mail Address: roygspauldingnorris.com
Page 5 of 12
111. 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: Carriage Heights
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0656.04 - 51 - 5938
4. Location
County: Wake Nearest Town: Fuquay Varina
Subdivision name (include phase/lot number): Carriage Heights
Directions to site (include road numbers, landmarks, etc.): The property is located on the
north side of Wagstaff Road, west of the intersection with HWY 401 in Fuquay Varina.
5. Site coordinates, if available (UTM or Lat/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. Property size (acres): 43.26 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Kenneth Creek
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o,enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: This site is forested with pines and mixed hardwoods it
includes a portion of a power line easement. The land bordering this site currently is light
residential with the new construction of a residential subdivision to the northeast.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: The
purpose of this project is to create a residential subdivision. The project will require
infrastructure that includes roads, storm and sanitary sewer systems and water systems
necessary for the construction of this project. The equipment necessary for the construction
of this project includes but may not be limited to trackhoe excavators bulldozers rollers and
asphalt pavers etc...
11. Explain the purpose of the proposed work: The purpose of this proposed work is to provide
infrastructure necessay
r to support a residential subdivision of single family homes.
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.
A Notification of Jurisdictional Determination was issued on Mav 14, 2003 The Action ID
Number is 200320800.
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.
The Owner does not anticipate any further permit request for this site
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
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Various impacts to this site
include, proposed permanent and temporary impacts to streams and wetlands resulting from road
rg_ading and drainage installation.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1(Proposed - Perm) Road Grading 0.010 Yes 100 Powerline Right - of - Way
1(Proposed - Temp) 4G )f 0.002 <G " Gi )) " 1)
2(Proposed - Perm) Road Grading / 0.107 20 "
2(Proposed - Temp) 0.026 20 "

* 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 http://www.fema.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.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 2.196 acres
Total area of wetland impact proposed: 0.145 acres (.117ac - Perm) (.028ac - Temp)
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1(Proposed -Perm) Road Grading/ 133 Kenneth Creek 14 Perennial
I (Proposed - Temp) 152 44 12 "

* 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 losstgain),
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
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.tonozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: _ 285 if Total (133 If Perm)
Q 521f Temp)
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
None Proposed

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.):
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 proiect has been designed to avoid and minimize impacts as much as practical as shown on
Sheet Labeled EX 1.0 "Stream and Wetland Impact Map ". Additionally, Wagstaff Road
provides the only access to the site and the proposed crossing location is the only feasible
location due to boundary constraints and power poles.
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 9 of 12
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/newetlands/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 direction
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
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
There is no mitigation proposed for the proposed impacts.
a
-Sr
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. 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): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres): 0
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) 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 (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No NJ If you answered "yes", provide the following information:
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. Required
Zone* Impact
(square feet) Multiplier Mitigation
1 None 3 None
2 None 1.5 None
Total None None
Gone 1 extends out 3U teet perpendicular trom near bank of channel; Gone 1 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
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.
Buffer mitigation is not required for the proposed impacts for this site.
XI. Stormwater (required by DWQ)
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.
There are 43.26 acres on this site with no existing impervious surfaces. There are 12.39 acres
proposed. Proposed impervious surfaces include (roads, sidewalks and estimated house
footprints and driveways). The total impervious percentage is 28.6 %.
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.
Wastewater generated by this project will be collected by the Town of Fuquay Varina Sanitary
Sewer Systems and subsequently treated by the Fuquay Varina WWTP.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No M
Is this an after-the-fact permit application?
Yes ? No X
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).
2
Applicantl Agefit's Sign4ture Date
(Agent's signature is valid only i an authorization letter from the applicant is provided.)
Page 12 of 12
s-r

July 23, 2003
Thomas.Spaulding
Spaulding-& Norris; P. A:
972-Trip ty--R-oad
Raleigh, NC 27607
TOWN OF FUQUAY-VAPJNA
PLANNING DEPARTMENT
401 Old Honeycutt Road
kuquay-Nardi a, NC 27526
Ph: 919-552A429-Fax: [phone]
Ewalt: largrui fa av=varina.or
Re: Southern gales Subdivision, Phases 1 -4, (S-01-02), NC Pin 0656.04-63-9535
Dear Mr. Spauldipg:
In reference to the.issue-of street-access crossing of Southern Oaks Subdivision to
Carriage Heights-Subdivision, the access crossing is a town's requirement under the
Subdivision Ordinance and was shown ?t preliminary plats and construction plans
approved: The access to adjoining tract is required in Section 9-308.2, Street Layout and
Minimum Right=017--Way, Subsection (a), which reads as follows:
-(a). The-proposed.street layout shall be make according to good land planning
practice. for_the-type of development proposed, and7shall be coordinated with the street
system of the surrounding areas. The street system must provide for the continuation of'
appropriate projection for principal streets in surrounding area and provide reasona bk
means of ingress and egress for surrounding acreage tracts."
The one street crossing.is-a collector street and-is required by the town code. The
preliminary plat and construction playas were approved to carry Out the provisions of
Section 9-3082 (a) stated above.
Please contact me if you have-any questions.
Sincerely.yours
Dantty J - A1CP
Senior Planner
Cc. Subdivision File 5-01-02
Operation and Maintenance Schedule for Level Spreaders
for
Carriage Heights Subdivision
Fuquay-Varina, North Carolina
Level spreaders or other structures that provide diffuse flow shall be
maintained every six months. All accumulated sediment and debris shall be
removed from the structure, and a level elevation shall be maintained across
the entire flow spreading structure. Any down gradient erosion must be
repaired and/or replanted as necessary.
Pagel of 2

Recolveet' 7124!03. ®-c39AM;- 819 054 7925 -i THE wEi9GER9ER OMOVP: Pag• 3
Jul Z+ 03 09:48a SPRULt1INGthORRIS, PR 19131854-73"
18ckno* edge. andagte6-by my sigAatute. below that I-amresponsible. fi)r -dw
per&tr e_of.the nmintenancep rocedures listed above. I agree to notify D WQ of any
probt+a-mi.+r;th the system or prior to any changes to the system or rosponsiblc party.
Princnautc:_ L C_?t. Rat t F--
Nate: T--he Ugally-msponsiblepatty-shoutdnot-bes.homeoymm aswiationunltss
rrtpre-thou-541!9 -of-the loa lwve been sold and a waidcnt of the subdivision JUM
been named the president.
l MAtZ I- . 1.0t3C, , aNotaty.Publie for the State of
ti1bRC _Gp J&. , CM M of VJA-k-E ; do tteteby certify
1(-NAP-P (?IZLSTE -persoully appeared before xne Ws *-;'446
day of and acknowledge the dui execution ofthe.
forgoing pocket wetland system maintenance requirements. Witness my hated and
official seal,
e??ttltttllEe?ar`t?
aN5 j&,
a
e @ 46 ea j
NOTARY
" S
PUBLIC
j 1,
My convnis614tif I " _ :4 1
[gage 2 of 2
r,
P.3
C abed •WVLS:Ji E0-bZ-1nf `6L400L5616 •dnuo 838i13013m 3H1 :A8 leas
Signature--_?'?---
Date: - '?
Jul 1 5 03 11-39a SPROL reg? 2
° OIIYG&PSORRIS, PR (91 91 854-7925
P•c?
ALL BLANKS TO BE PH-L.BD LK By CLruaE ,.t,.iAV_DOWNER
Name:
Addms:
? st N Z1S4
Phone. -N
Project NwmlD.wript-
Date: J U.l 15 ZOO-4
The Del?artment ditbe_ Army
US Army Corps of Engineem
Wilmingon D+strict
PO Box 1890
Wilmington, NC 28402-I890
Attn: a _
Field Office.
Re: W¢tlal*s.Kelated ina & pe,,kng
To Whom It May Concern:
I, the current PmPerty+ownor, h=by designate and authorize Spaulding & Norris, P
behalf as my agent.'nthe .A.. act on my
pn'FCSSig ofperluft applications, to
information furnish upon request supplemental
W sup?prt-fa l;ca±iora,C.c.,;n1 t#?is day forward. This the t a day of
L 3
This notification supercedes any previous.rarve 7T?cUTIcCrfli',8 the
agent for this project.
s S Ignatw•e
J650 Mail Service Ce?ttPr
972 "f malty Road ?Raleigh, NorthCarofina 27607• Phone: [phone] • Fax: [phone]
AOEVT AUTHORIZATION FARM
t'ttiN1Owner's Name PROPERTY Uwrter'
Cr. Mr. John -Dorrwy
NCDENIZ - Division of Water QrrEtity,
401 Wetlarlds Unit
Raleigh, NC 27699-11650

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200320800 County: Wake
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Authorized
Owner Southern Oaks LLC Afyent Spaulding & Norris, P.A.
Attn: Roy Conoly
Address 1426 Wall Road Address 972 Trinity Road
Wake Forest, NC 27587 Raleigh NC 27607
Telephone Number 919-682-5691 Telephone Number 919-854-7990
Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is
located on the north side of Wagstaff Road, west of its intersection with Highway 401 in Fuquay-Varina,
Wake County, North Carolina. All features south and west of Stream A as depicted on wetland
delineation survey map are not subject to this delineation.
Basis for Determination: The site contains wetlands and stream channels with indicators of ordinary
high water marks, located adjacent to an unnamed tributary of Kenneth Creek, above headwaters, in the
Cape Fear River Basin.
Indicate Which of the FollowinLy Apply:
There are waters of the U.S., to include wetlands, on the above-described property, which we strongly suggest
should be delineated and surveyed. The surveyed wetland lines must be verified by our staff before the Corps will
make a final jurisdictional determination on your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
X The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above-described property, which are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notificati
Placement of dredged or fill material in wetlands on this property without a Department of the
Army Permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A
permit is not required f4 work on the property restricted entirely to existing high ground. If you
have any questions regarding the Corps of Engineers regulatory program, please contact
Andrea Wade at telephone number (919) 876 - 8441 extension 31.
Project Manager Signature
Date 14 May 2003

Expiration Date 14 May 2008
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERl i AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE FILE COPY OF THIS FORM.

NOTIFICATION OI+, ADMINP TIZATWE APPEAL OPTIONS AND"PIZOC ESS AND
IZE(WIEST FOR APPEAL
Applicant: Southern Oaks, LLC File Number: 200320800 Date: 14 May 2003
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION?I - The followil?L, youf M-'hts and options re?ardin?? an adIIIirlistrativc jp1,c1,t l ofthe abo?c
dccisl(1n. Additional infol-m<<tion nuts he sound at httE?:Uusace.arn>>°a??il!ineL'funciions/cw/cec??o;'re w.
Colh? l'???l1?atI0I1S at CH' 1'afl 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Pemut or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that
the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer.
Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right
to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a)
modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify
the permit having determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this
form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the
date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process
by completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received
by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an
approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may
provide new information for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOh: ,?\PPENI, (>BJl TIONS I'U IAN INITIAI1 1'1\) OFFERED PERNii i
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an
initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons
or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However,
you may Drovide additional information to clarify the location of information that is already in the administrative record.
POINT OF CONTACT FOR OI_iESTIONS'OR`INFORMATION-
If you have questions regarding this decision and/or the appeal
process you may contact:
Andrea Wade, Regulatory Specialist
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, S•?ite 120
Raleigh, North Carolina 27615
If you only have questions regarding the appeal process you may
also contact:
Mr. Arthur Middleton, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants-the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of anv site investigation, and will have the opportunity to participate in all site investigations_
Date:
Signature of appellant or
Telephone number:
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
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ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
< <_?
T
Project/Site Co,rrt cta e, He,ig) -4s Date: ?Q??l
7 0
Applicant / Owner:
Investigator: Rou Co no lu ,
County:__N4aLe
State: N

Do normal circumstances exist on the site? Yes tr No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No t? Transect 1D:
Is the area a potential problem area? Yes No Plot ID:
(explain on reverse if needed)
V ELE ATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. L1eX ot,cc- ( W, R FAC- 8.
2-_L't re. AwA ran e.t? -rp-_ F AC 9.
3. Ac.ex rubr.- (257. -Tp-_ FAL 10.
4. 0, ( ).g! L F- FALL 11.
5. RpbLLs L„ Eul 11 ;ks (Pn%) [Ay-_ F Ac- 12.
6. S,,?L-r 7,crl:,na'dott, (2071 iA F-_ FAC 13.
7. 14.
TR = Trees (non-climbing woody plants, ? 3.0 in. DBH) HR = Herbs (non-woody plants & woody plants, < 3.2 ft., < 3.0 in. DBH)
SS = Saplings / Shrubs (woody plants, ? 3.2 ft., < 3.0 in. DBH) V1 = Vines (woody climbing vines, >_ 3.2 ft.)
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC+ %
Remarks:
1"ll`droPt,bt??c VC??.?o.?ioti
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other Inundated
v Saturated in Upper 12"
?No Recorded Data Available _ Water Marks
Drift Lines

Field Observations: _ Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: MIA in.) Secondary Indicators:
.-Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: 8" fin.) Water-Stained Leaves
_Local Soil Survey Data
Depth to Saturated Soil: 2" (in.) %?FAC-Neutral Test
Other (Explain in Remarks)
Remarks:

Map Unit Name
(Series and Phase): Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
finches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0 - 5 '' _A2. S , 413 (o a.,,
5 ?lZt ?_ 2.5 u V I 10,44- ` to 2-7. 551ku dsal loan,
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime -Listed On Local Hydric Soils List
? Reducing Conditions -Listed on National Hydric Soils List
?Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
1-I ydr"C So*, 1s
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ? No
Wetland Hydrology Present? Yes ? No
Hydric Soils Present? Yes ?? No
Remarks:
Is the Sampling Point
Within a Wetland? Yes ----No
W e+k" d
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
I? i_ i ,
r,
Project/Site (2crr?oqs e-
Applicant / Owner:
Investigator: ri Date:
County: 1?IaKe
State: gc

Do normal circumstances exist on the site? Yes %,--- No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No ? Transect ID:
Is the area a potential problem area? Yes No ? Plot ID:
(explain on reverse if needed)
CIE A, -ION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Faaas grar8.tgolti0, Tr- ?Ac.u 8.
2. L.ttx. ,,,xt?.G C3p7o) JlZ FAC- 9.
3.Are,r r?brKti., (30 6) -e FAC 10.
4.QLkefcm a16a Czal) T [L NACU. 11.
5. 12.
6. 13.
7. 14.
TR = Trees (non-climbing woody plants, 2 3.0 in. DBH) HR = Herbs (non-woody plants & woody plants, < 3.2 ft., < 3.0 in. DBH)
SS = Saplings / Shrubs (woody plants, >_ 3.2 ft., < 3.0 in. DBH) Vl = Vines (woody climbing vines, 3.2 ft.)
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). %
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other _ Inundated
Saturated in Upper 12"
No Recorded Data Available _ Water Marks
_ Drift Lines

Field Observations: _ Sediment Deposits
_ Drainage Patterns in Wetlands
Depth of Surface Water: MIA in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: 10" (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
Map Unit Name
(Series and Phase): Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-3" A 2.54 3_ _. - _ 5o."ci
3 - W'+ B ion; 't ly - Sande ?oaY,;
Hydric Soil Indicators:
Histosol -Concretions
Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed On Local Hydric Soils List
Reducing Conditions -Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ? No _ .
Wetland Hydrology Present? Yes %,-,--No _
Hydric Soils Present? Yes No 1___
Remarks:
Is the Sampling Point
Within a Wetland? Yes No V. [." ,I

ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
\ .1. JA_ I i .,
n ..L
Project/Site Carcic?gt?flaF??s Date: Ma16 -7 20

Applicant / Owner:
Investigator: Fnkl o? 03
County:_ W ctke
State: 9C
-.
Do normal circumstances exist on the site? Yes ? No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes No Transect ID:
Is the area a potential problem area? Yes No ? Plot ID:
(explain on reverse if needed)
rr_^-r n
i:-,:ION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. hous AmAo, (2010 n_ FAC 8.
2. Lke.Y o ccCL ( 15°70) ?_ FAC - 9.
3. (l were rs nis rat (201a) 117-, _ FAC_ 10.
4.,uncua ell'. ',? (La'le) ?_ nRL 11.
5.Qrun8it rir- ait3l]n r15%) ge FACW 12.
6-JUwc heiulaaws 05'7-1 14?-- FAC 13.
7. S,:A.X. (ot.,aiCA,,, 10 HIL3 Ac_ _ 14.
TR = Trees (non-climbing woody plants, 2-3.0 in. DBH) HR = Herbs (non-woody plants & woody plants, < 3.2 ft., < 3.0 in. DBH)
SS = Saplings / Shrubs (woody plants, >_ 3.2 ft., < 3.0 in. DBH) VI = Vines (woody climbing vines, z 3.2 ft.)
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). %
Remarks:

HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other Inundated
Saturated in Upper 12"
?No Recorded Data Available Water Marks
Drift Lines

Field Observations: ??Sediment.Deposits
,Drainage Patterns in Wetlands
Depth of Surface Water: R IA, in.) Secondary Indicators:

?t .i Oxidized Roots Channels in Upper 12"
(in.)
Depth to Free Water in Pit: 4 Water-Stained Leaves
_Local Soil Survey Data
Depth to Saturated Soil: O (in.) -!FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
VJett?„d HOroloG
Map Unit Name
(Series and Phase): Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
A 2.5u 317- - - Si1?L knarn
13 2.54 Sf z r 4(6 `7 07d Cln?, Iran.
Hydric Soil Indicators:
Histosol -Concretions
Histic Epipedon -High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime -Listed On Local Hydric Soils List
Reducing Conditions _ Listed on National Hydric Soils List
v Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
14 ?,j d v; c- se,
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes No
Wetland Hydrology Present? Yes No
Hydric Soils Present? Yes No
Remarks:
Is the Sampling Point
Within a Wetland? Yes No
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ti h bounds o/ tM 'urisdkfion of SecPott:404 of
k1-s This certifres that this copy of this plat accurately depicts t e ry 1 s the Clean Wotsr Act in the areas impacted br the prosent propwed activflyy, os detsrminsd br the
rosent on the sib but haw not been !N 5i. undersigned on this date. Other areas of ju ~bdicot, our~uMnh~ ulatione, tha determination of Section
t delineated. Unless them is a change in the ow p n'?g N~ 4D 404 jurisdiction may be relied upon for o Period not to exceed rw years from this date. This determination
was made util tie 1987 Corps of Engineers Wetlands Delineation Manual. 1
i
Nome E~~ 5 NILLCRfST _ ~~G
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id 661001.837374 ?056106.119089 ?19 681465.190917 2053428,618187 440 681)81.680191 1001709.986474 651 662878.101?74 ?00471?.180697 10 661007923411 2056100.06993? 230 681473.544797 2055431.254013 441 661625)58414 2x74740.978234 637 662862.195860 1054694616866
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24 66098449?571 2056011.1)0254 233 661504181779 1051442279)90 448 86159).176531 2054721.57771? 637 861119.69))69 2036303.491944 25 680977.1)9864 2055994.876095 138 661548)40)98 2055488.16)037 447 662)84006114 2054686.800114 654 66112•x891398 2x78196.809374
28 660964.951842 1055986.117251 237 681371.231582 2035424.148790 446 88253420981) 2054707.323307 650 861116372201 10.764d248J?40 27 660979.732441 2055961.762130 214 681521.1)1373 ?035424.148801 449 661390.981079 20.7487448)275 BBO 681104.146341 2036511.414341
24 660970)60103 2055972.010890 239 661305.069288 2055412.475406 450 662532 751418 2054701.293)13 661 681110.6843?) 2056486.817593 29 660974.712573 200394481317) 240 861306.67)904 2055415.570828 451 682401.714810 203467720'8154 881 681111.671827 2x76450.7147))
30 660997.450737 2033904.4441)6 141 66151).714740 2055411.92948) 451 661414.080014 1054677.092896 661 861004.6224}01056444501021 , 31 66098?.180195 2055909.444764 142 661544.)55613 2065409,1)9990 451 66?42231B240 2051684.8x1278 864 661110.918157 20.7644271x185
32 681027941106 2035853.230927 211 662000.359095 1055197693883 454 66?402975)76 20W687408575 665 861112.156046 20.7642x041617 3J 660968.)7625) ?035935.664415 244 6615)3.775090 2055399.110843 435 881)91.810.))) 2x74684.295377 666 661090.118674 1058416)04113
34 680857107446 2055987.57889) 248 661549.6}1477 2035392.35684) 456 681391.148174 2x3471~467~6~ ~ ~ ~ • 47 680930.)6x701 ?005944154170 246 681534.895189 201x7194117271 457 661JNJ40475 2004
J6 660948.05)414 20360x8.313190 247 661559.079866 1003104404890 458 682)79.189270 2004710)14816 669 861101.071)64 1x76401.)81180 J7 860834.317440 1038674491676 148 681563509142 2xS5J01.J61080 459 661)52454463740.484800 871 861094114347 2076776)/0000
JB 880954.8)881) 203805f.?83101 249 661569.837041 2003.74x358xB6 460 881875.76)318 2051 J0 68096x8/x624 1058061.804624 250 861367.8)08)0 2055)74861194 481 862417.4)0187 20.71866439617 872 861102.011004 1006780.873044 HAROLD E. PARKER ER
7 ?00537).803592 462 6624)7293351 203466f.09?081 671 86}1064474)? 2x76x74362214 40 860970.437930 2058079.96?620 151 68138?.43004 41 680978.688216 1058094896425 157 661594.875347 2035178.273455 4BJ 682414108753 2054684.768118 874 88109).318971 10563)1.717687 D.B. 891, PG. 39 g -3960
42 6609478169)0 1056049.799058 251 681581.471641 2055390.754680 464 681447.832488 2034631.916319 675 661100.683674 705631x197370 , PIN N0. 0656.04-53-3960 4J 660950.075467 2058062.11)973 254 8616049756)8 200539.x440033 483 661423.151531 1054654?1368? 678 681049.210140 2056J21.0501?2 /SF PIN N0. 0656.04-64-0222 -0222
44 860942584870 ?0060?7.828/B0 255 8616i7132741 205334x504)28 486 861454258100 2031644.834864 877 861081.334449 103610?.7841?7 7.380316 205S37a859227 467 88144x504167 2054841.94106? 674 861080.949961 1036197.)40003 43 BsOR73.516927 205801f.81464i 256 BeiBO 9,S3 S 7S,
46 680929.702149 2x53996.1J99Ji 237 661616174247 1x75)74.?15611 464 8814.14.78364? 2x74640.038440 679 881077.410947 2x84)14134911 39' 47 680932437771 2x73079.1322 156 861817.151083 20'4'1.180.831370 469 66?503112395) 2054619)30186 880 861x80.J?7044 2006743.594401
44 8600J3.8706?1 200596xJ9BQxJ 231 661824877813 2037754937247 470 882447.734418 2x74641.443571 841 861072.219880 2054280.313630 t: B .512963 2x75930.5?6?41 280 6816.x7.009757 2035)41.879137 471 66?46x280737 20516)6.008171 881 661073?7?02/ 2x71246713?74 ut 9?1•g? , 1! 80046
30 860939.700692 ?0339fa114106 261 681834.880303 1055•x79.121436 472 6B?471.11304? 70348)6.919089 881 881074539)61 1031241.144x7) 31 BB0947J7B111 ?00549.x880110 281 6618)7.820618 2035314.11x319 473 68?47d.9f0198 2xs16xo.03xx7o 864 611071.141706 2001241.9861)1 N O 642.38 2
.046119 1055440.274277 ?6J 681835.520640 ?0.73111.940111 474 881468.726101 2031619.21807) 683 6610442x0.14/ ?0.74167.J147N ptQ 3? 86006? 37 880964,611391 20334647167)1 284 881644.574593 ?043343.829886 475 88250?.218801 2004611.8015)7 686 861074225614 20042)6179844 S 88'26'48" E ~ IPF 327.82 ~
476 681314.706313 1004804.186941 887 661036810124 ?0482443x8)61 IF 54 860080,824358 2047411.474124 ?63 661132.993714 10053•x7.185647 u~ 54 661000.444946 1053814607114 286 861844038600 2053.x72008141 477 867524x79331 2054809.28466? 884 661016.06114? 1056154.?139M ~ W ~ 312.72 a
51 661010.313724 20.SS740.19196J 287 811874180JJ2 203'xx763M064 474 682316402947 ?051611.875374 889 861022.268541 2031?761ii914 ~ ~ 57 8610143705?? 1033777.932411 264 661684187882 1x3'x7T4749133 479 6623)1,408104 2031604.6)4415 690 661064)13418 2058237.826810 W,M. BURTON rn ti 5.10 ~
58 881034421286 2055764019879 280 861707.550094 2053317.x15040 480 662337.314100 2x7411242014? 801 BBi0f4.874201 2058260.235705 ,p m 59 66101'11.20?453 2033716132401 270 861724.11280) 203'x700.735111 441 681511.903480 103160401114? 692 661031.534000 2008114117571 D.B. 657, PG. 545 AS. O ~~ls~
BO 661045.941174 ?037412180790 271 661140.94)484 1055297.376853 442 861544.111141 2051614.801470 891 661066J006~ 2004766646108 PIN N0. 0656.03-42-3903 81 66107441838) ?055834982898 771 661754.12x795 2055184.440883 481 662537.006199 2064609.168405 694 881004.515847 2606237175027 3 '~~R~
81 881083472801 1035416753244 273 68177).3277?5 2055272410757 484 862551.47'9089 2054613.90)319 693 661086068431 20062640104731 N 6I 681059.4479.74 ?x5342411156) 274 661747.88791) 20.73263 152161 443 BB2585.551846 2xS46?6.186850 696 661005.8334?? 2x76?BaJ6111J • O ,079890 466 662371.1934)7 ?051617.447861 807 881002516674 1006244,04960) i` ~p o N 54'43'39" E w
64 681043790529 1005833479337 273 661799.028732 2053256 ~ 83 881014.)99190 2033832.469118 276 661800.576095 1005141.125744 487 88238474387) 203481i.855B14 894 681671.4x7761 2x76170.479010 ~ O 112.44
86 881017.)0.7194 1055804)17863 277 6818)343858) 2053223.781513 488 882578.801079 1x748)3.401817 899 880999.382925 2058277.467093 ~ ~ 67 88106x3/6474 203374313217) 174 BQf41A016471 1053716.031034 480 661577.041775 2031841.0.71346 700 861021.3713)8 2006234)64201 ~ 2
84 86104).403147 ?038714154901 270 811794800831 2003231.389673 490 8623~.8J3561 1034631.8797)6 701 861014770240 2x71226877771 77.406000 280 66f781.3n7426 2037240,913684 491 861569.)678)8 7034644.026161 70? 86099.x610010 7x76214102117 O . 81 681073.074735 ?0556
70 881064.130174 2035881.426046 281 661773.36)318 2003153)647)7 491 681593.089404 1x546722x77J0 701 681020.49040/ ?056211.971145 Z 1n 7f 861071,99)702 20566629?4634 282 66176x784271 2x37261.839067 493 862583411340 2xS1860.462800 704 66101223347) 20561fa3000?1 II~RMt~ AREA K p~ T N 35'16'21" W " WR5''
7? 661045.107717 200565379474? 181 661732.814379 2055264706218 ~ 881596.777833 1031866• ~ ~ 881174.08906) 1035Ba7.411J641 A., I l~/'1~ 73 881050.197567 2055704083134 144 661736759463 2035180.817064 ~ 6~B06.793D74 0•IA7 /7{IIfW TIV'1C! 3 50.00' S 54'43 39 0~ 145.37'
74 861041.709704 2x75726107463 243 141700.006)99 205330x14746) 496 6621i1.140112 200468x137901 SEE INSET 'A' 75 6810f7.BO1J00 2035777.315316 246 861690.814197 1053306441404 X981 ~~9.02f8J3 220658.776728
78 660996180589 205579424497) 187 861682.1x7771 2055314198014 (SHEET 2 OF 2) • 77 880987.02331) ?05381492184) 184 662266.)141)) 1053101.785819 499 6626?7.760026 2054662.318675 (EXCLUSIVE (EXCLUSIVE OF CEMETERY) Asp
7d 860968.583490 1005842447192 289 681881.019037 2x7521234624) 500 6628)1.•1893)7 ?034880.072388 IS s 79 660961.511148 1055860.175725 290 661839.750508 2035107711906 501 8628)9.582118 205468.2528297
80 660928.88?188 2055918,669195 291 661885.130731 103770.7.185476 501 661843951299 2054672477188 ~j~ 81 680016.393842 ?03596).251838 292 681854?12389 1005194880458 ~ 6 ~7.9~x~ 4 ~ cRE©c IPF
680809.1240N 20559863x6110 291 661873767190 1033194771282 ~i0' d? 83 880907d31f811036012303841 ?94 8619044165612x37190,923x81 ~ 112031691.8)4406 ~/~~~~~/~?A~+,~9 L?
84 660914.443726 2056014287370 295 861867.015834 2035'90.13886 ~7 668~268048B072 2054882 565610 ~.W7 ~1VI~G~7 F 85 660924380194 10560)x14)107 196 661801.)6171) 7003 86 SOUTHERN OAKS, LLC NC. CRID COORDS.
g6 860920.900661 ?x76016.?33150 297 6619,1x977411 2x7517211?170 304 662476112497 2x718Ax67883J ~ 'A' SOUTHERN d7 840131.540411 2056x71.049831 294 661911.888J1120371767g210 SQ8 ?0347A0.641u~ (SHEET 2 Of 2) ~ PARCEL ~ PARCEL TWO AND 1NREE N=662,4o6.5D3 D.B. 9901, PG. 1264 E=2,o56,2er.rr9
B4 660942941104 2056080.)05131 299 681923911594 2055163389140 51~ 86267d81B71 5 20547x4.194)06 D,B. 9901, i 80 660962005167 105608289)125 100 661953116634 2055149.8(12283 512 662893.836811 1054712446504 PlN N0. 0651 PIN N0. 0656.04-51-5938
90 880952063341 2058077.687015 301 681940.042994 2055 s9 • 176060 302 881962792478 20,55141.148293 511 66268.Z589M7 20547?8.001786 r r 3~ , 9i 660044 170007 103807? 0
92 660837.441417 1058063197471 30.7 861967.738670 2053146.008101 511 882702886410 2034721.484770 • 9J 860927.84?130 ?058060.160120 304 861944150781 10331J766370t 513 661709.739777 ?0347)7.477730 0.310 wens ARa o ~
94 880007.514797 2056047.885110 305 681963971404 2033156.310422 S16 882714.931517 2xS1742401f43 93 660900,878416 10560.77.041)4! 306 86198487382? 2x73160.10161/ 514 881726.711Y01 Zx747461~8910 0.172 ~ f ADZ ~vN
oe atneoa t427fa 2051~014B4I264 307 661961.207040 2033124937239 ~ A 77~ III It I~YI IO~C~ f~_~ <2
97 880812.14810? 20.76001.SN17/ 304 68701eJ49794 7055182938847 319 euizs.iaa~o L1O1~u**""~ V•i/V rN.~ nr.rr+ YIH~~Mf Mff/1 H ('1 +
98 660812)6194? ?0.15991.533014 301 B619e2Bi8?27 2D55107.0118ed 510 682736.218e?1 ?0647r9,667f03 9! 660894.001811 ?065985120828 310 881047.967237 1033199.411794 521 8~7B30J29J4 2054717.19)374 . 0"O~Q AC LM1~AR nGIN~V Z
100 66089464/65e 2055970.9}8537 Jfi 681991.558838 1063101.293828 57? B O 101 6e0B44443470 103395Q.58104J J1? 861001.990478 2055090.58)6)4 523 882753,615943 1034710.71 O •K ~ r o~ 1.~8g ACAS
101 Be04921965?1 20113954.?JBe48 J1J 867136.827501 1053090.010488 524 ~78~8.179?1011 1034710.011840 ALBRIGHT R. SORRELL .t 987.029283 314 682009.448238 2055074.199056 523 Bel TRACT 1 101 680902.08865? 2033 0.037 ACRES wfnA~ r NEBAI~ AREI K N N 0. ~
r04 680904.30199) 2055959.783337 315 662084.019892 201751)4.61)508 326 661774.750197 2054700.?3e4~J D.B. 5398, PG. 295 W 839 3fe 6B?015.750'891 2085084810767 327 66178•x29e43 r ~ 106 eQ0/034e7057 2065144e02 P1N N0. 0656.03-33-2012 ~ ~
10e 880914.?80801 2055919,869)71 311 6B201e.00Be40 2033031.111497 318 66176,~d10107 2034897.81e178 107 660904.85003? 20539r3.95r0f0 318 662164.40)169 7055054.o318B3 529 661774345479 2os469221J90J 1.289 ACRES 2.198 AC mr~c w~rur~,~+ ~ o
108 660906.16)754 1055911,483955 319 662043838983 2055033.0348.76 530 662770•)20656 2054686. 03 3 531 882757.811439 2064848.958874 $EE ~N$ET 'A~ 101 660114.814974 70559158)8181 320 662037.748205 1035017.871898 . ~ ~ A ~ o ~ N.C.GS. FARABOW"
~ 110 6601?4.2n39e 7035898.370184 321 66?105..764378 205501Q79n81 SJ2 B627QJ.89e27e 2054Q77,17J07J ~ (SHEET 2 OF 2~ ~ 682083477092 20550f214n85 533 882751.202912 2034889.44439e ~ ~ 111 B40934r5f87J 1035872.670997 327 ~ o CEMETERY 3 NAD 83 N.C. GRID COORDS.
if2 BB0148.3?8010 ?055851.768136 323 6eT0e4.78282e 20310017.34)280 334 6e214ae55u1 2054e81.7eo12a N 1fJ 860957.113415 20358)7.390744 324 Be1212970bJ4 20.14971.36933e 575 ~7BB:~73 7~85ddi3 7&467827 2034987431949 538 O 7 N=659,372.421 7 `lJ~ ~ ~ _ E=2,057,450.344
i 114 680968.9)9300 20.75812.040739 323 6620 n5 s6o166.713353 2033808.191437 326 s62281.2816e1 2054950.)73357 531 ss7n4243448 2a74s3~ ~ ° {PROPERTY SOUTH AND WEST V I. SMI1H HEIRS, et of N
fie 660964818411 20155807,731891 327 667092018348 2064973, ~ ~ 6~2i~ ~71d 20.74647.101019 Z OF STREAM A NOT INCLUDED 117 880973473198 2035813.1730)) 328 6QY194.658820 2031928 n.139477 ~ \ D.B. 88, PG. 345 iv ~ RONALD N. GROVE
118 660977592227 2055797.143484 329 662093338485 2054971.671761 340 627 au 8~1 270 94e77o ~ \ IN THIS DELINEATION 111 680987.42183! 2oS578365223) 3JO 687)12806277 2034900.347238 541 429 1a75n2J79fie 311 682097.288123 7034968.885181 s4? 6e2741.1J484? 20.71635609721 WALTER C. TFAGUE PP a L25 1PS to D.B. 7225, PC. 108
110 seo199.02? 121 se1014.84232? 1063752.187087 JJ? 862314547823 2054855.374113 343 882740.)84183 20S48S1.349474 D.B. 6298, PG. 470 ~A f ~ f ~ 1PS PIN N0. 0656.04-61-6192 r
122 Be1011.85218? 10657)2547700 313 862112.08747? 1054969.79)080 544 e62733870195 20174844.478872 LOT 16 \ IPF S \ ~ \ IOJ3r?5)24 2053707.1)50.73 134 862277.286644 1051819.031148 545 682734.179718 20174641.842269 SQUIRE RIDGE 61' \ of 172 ~f~W 121 6e rf~W o G ~ ,B. s ~ a~ s
124 681059.843760 2083868.210760 133 662119.840)4) 203498).755634 547 8617,078 901 B.M. 1992, PG. 1355 Z 307 6;$ $EE INSET ,B~ 123 661072169910 1055649.7)3349 338 662181.42327? 2054n1.5f8396 817187 2054823595709 PIN N0. 0656,03-31-8669 94 6• \ \ 1F 2) F Ps
126 660912104835 7054100.112804 337 682f21.9S7300 2054958.246995 548 682779 O lC \ (SHEET 2 OF 2) 127 661089.189014 20175841.188209 378 682284.811807 1054746.0690170 ~ 6627955862 2054844.54073) \ ~ 740.755411 O W RE&1R ~ 1PS 123 m
124 681098.474)13 1055813.)13533 ~ 662274.033543 2064 ,757))1 551 662404.557619 2054641238854 J.p FOUND S \ \ 129 681101.529008 2055815444)5) 340 861110.894748 20114944 ,111224 C ~~iS m .d'j ;o i
130 86f1r4026Je1 2055853.866887 341 68125119B63e 1054748.803914 552 662810.187564 2054656 O~ ~ sus , \ pe p iii 661126.013487 2055860.785973 342 68210.7.019BeJ ?054754254840 553 662872.J435r1 2054857.274703 , ,~QO 9 46„ ~ Cp ?S 1 ~ wpm
132 661146.679215 2055876.071710 343 661174.870908 2054790.371899 554 882429.255881 2064651.73611) .704498 /6 ' F \ ~ pq D A 137 Be1147.44?123 2035883.317417 344 681131.7584)0 1031842548031 551 6628)3.415704 ~ \ \ FD K'G G ~,ty_ .14)458 345 687130.137090 7054945.033713 55e 68284?.445887 ?054856.64&704 . p Np` gyp "?'T A~ ~I,ty` IIE1G1hD AREA D 4,~ . , Np 77~ A m
r34 s6n447n79B 2oss499 20 SEWER EAS 135 661188.514340 2055895.049237 346 662135.902291 2054960.788505 557 662844.580872 2054672890434 .1355 AXLE \h \ 1g' ~!y .,310 ACRES q, SEE INSET 'B'
136 661168.663934 2055879.773713 347 662131.891877 2054969.748867 558 661812898231 2054636.701529 B.M. 1992, PG ~ FOUND ~ \ ~6 %9~ 137 841117.948747 2053470.848418 348 662118.078174 7054980.904253 559 662876.483934 20546)9.397701 \ Ag9) \ Asy~ (SHEET 2 OF 2) H1PF
138 68111e.487358 2D5sa54,626630 349 6a?D19.394052 1054982505700 580 882841.534220 10.14B434O415e O \ \ 131 BB11r5.084037 ?05585277867e 350 661075821438 2065003641010 5e1 682849.987189 2054848.792880 h \ \ ~ t:~AR ( AREA
140 Be110242rO8J 2055442.772961 331 861070.841878 1055028,326191 561 BB?854J17037 2054669.971538 \ 141 681098.838866 103683e.874442 332 862054.065493 1055036.430449 544 6~63222B39e7J 2034538.288819 - - ~ \ \ 01 15.7 681044.351987 2055049.700610 ~ PF ~ ~ ~ \ O"OZ6 ACRW 3 REFERENCES
142 661091.408713 2057835. 2030 141 861099.195717 2055881.813e40 134 681027.491060 2055071.214480 565 683123.317089 10114524.49744) ~ ~ ~ ~ \ p \ P~ \ ~ SEE INSET 'B' , W OF 2 1. DANNY EARL PRINCE \ ~ (SHEET 2 ) o D.B. 3301,, PG. 35
144 861141.573109 1055343.794143 353 682015445907 2055092859785 56e 88)201.291?14 101545)5,994871 ~ , ll~~/ ~ T 145 661187.590101 2055134.385467 358 661991.400629 2055}14.480994 587 883207.879368 10515?J 2D' SEWER ~ ~ \ LOT 35
148 6Bi 188.898421 1055311.8)011 f 357 661969.99r00J 20551)6.192973 569 68J207,12~94~ 2054643.482 DRAINAGE EASEMEiVT N ~ 147 681199.171814 2055309.871571 354 662031.987837 1054910.118780 \ a a SOUTH TRAILS \ (38 31 ~ p B.M. 1983, PG. 912
148 861200.86337? ?065512137688 359 661r13.J74300 2054919.070567 570 661147485103 2054517.95)111 B.M. 1983, PG. 912 ~ 149 681204721744 2055329,479101 360 667r04.32f814 1054916.4)1715 571 88,7201.763703 7034536.84240? RONALD L, KNOTT \ ~ ~ . ~ ~ P!N N0. 0656.03-40-3698 ~ ~ 2. SOUIHTRAILS HOMEONWERS ASSOCIATION, 1NC.
150 661219.7598)5 1053521.810987 361 661x10.824683 2054917.202687 572 663179.748921 2054519.216489 D.B. 3640, PG. 437 ~ 20.20' 151 681144•J9508J 7055318.506874 381 681094.96193? 1054904,645498 573 663179.848459 2054569.655170 152 681262.926820 1055510.29645) 363 662103138112 2054889.473019 574 663173734540 20543)4.813724 LOTS 31 + A PART OF 32 IP, IPA \ ~ SOX D.B. 3403, PG. 565 \ \ ~ G. RESERVED BY OWNER
153 661272.284900 7055505.204262 364 662094.508447 2054882.7690.58 573 663174.355119 1054575.706867 SOUTH TRAILS 737 578 683180.039298 2054646647981 B.M. 1983, PG. 912 / ~ ' X 154 88128).768170 2055311.886955 165 862079.018317 2054874552 !P TRACTS 1 +2 SOUTH TRULS \ D.B. 2803, PG. 876
155 661310.870980 20'55504.532003 Jee 662080.22/416 10518e42B7r40 3n 647190.018655 20174548.815932 PIN N0. 0656.03-41-0048 ~ ~0 ~ 378 BeJ154JJ1070 10.74347,7)0.710 IPF DRAII~aGE 156 661348.843040 ?063477.8)3342 167 662088.05949) 2054854.553899 / PIN N0. 0656.04-61-2155 B.M. 1983, PG. 912
137 6813)2.094080 7063470.825179 388 682081,581371 2051454.1))582 579 6471932075)5 2051549.781054 / ~ B.M. 1983, PG. 912 ' 158 661323.)05428 20.15479.)96736 169 662070.0077)0 ?05487).135410 580 Be31e4.85e97J 1064554.213120 PIN N0. 0656.04-60-2989 PIN N0. 0656.03-40-8838 ~ 3. ROGER LEE JOHNSON ~ijµ~ AAfi1 ~ ~ D.B. 4446, PC 460 9~~
159 68fJi489388e 2065488.213522 370 662089.460886 2054837.0843e7 381 663131.913194 1034803414)41 ~ x80 681287.172721 20.15498.8)7082 371 662074.261076 2064844914011 587 643181.18781e 20541e0.4~92e ~ POND SLOPE \ ~ MAMIE C. JONES HE1RS, et al 0"~~ ~1{~W ~ ~ TRACT i GRAPEVINE ACRES
181 641249.194791 1035417.95)864 372 687079.659101 2054840.305143 ~ 66~,714~0:9~ 7171 X977413 0 ~ !PF ENCRA4CNMENi' 161 661282)57484 2055494690391 374 661098.59773? 705484,7.181990 585 683159.397941 7054375164394 ~ SEE INSET '8' i D.B. 3236, PG. 354 B.M. 198 PG. 1186
163 881274.5356801055195.084054 43174.474146 2054e15518787 ZO' SEWER E 164 861139,751)0) 2035417.763006 375 8~J6x4647e7 10318333509ei 587 88)1448)6991 20645/1.)25524 ,~0 B.M. 1984, f ZO' SEWER EASEMENT (SHEEP ? of 2) \ ~ 1PS PIN N0. 0656,04-51-5938 / PIN N0. 0856,04-50-1558 B.M. 1984, PG. 1676 ~ a \ 4. CAROL HOWARD JOHNSON
145 B41?457?1937 2033510.541841 J78 662 TODD A WOCHRAH 0 166 661132628724 2055311.9147e? 377 682112404112 2054471.990314 588 663114426410 1034er7,49?423 D.B. 8641, PG. 2589 IPF N A PART OF ~ D.B. 1613 PC. 663 c
167 661113081971 2055519.717702 378 682121.78277) 1051841.490923 589 68J137.06B4n 2D54B01,37470~ LOT 33 ~ IPS 168 681213984171 2055509.470081 379 882125857795 20518,70.057758 590 883123394770 205160.7.0894 N 88'12 38 W 441.93 9 ' !PF 150.38' IPF 148,89' IPF 288.01' IPF LOT 2 ti~
169 681206.918030 2p53497.JJdlx4 380 687112.21571? 2054809.371853 591 663110,930106 2054620.14)911 SOUTH TRAILS ~ NT' T - + ~ - _ 170 BB118B.07909J 1055301.498184 381 662110.20071e 1051814.58688) 592 643104414788 2054611.959232 B.M. 1983, PG. 912 w 1 POND - - - - _ ~ ~ L29 \ GRAPEVINE ACRES ~ N 87'51 35 W 515.91 1P5 ~ \ ~ \ B.M. 1984, PG. 1676
11 n•410644 1053310,906361 341 681102591181 2054815443434 507 46)105481090 2034eJ1.42223J PIN NO. 0656.03-40-1837 REF. 1 ~ ~ 3 171 86 172 661162.194431 2055323.087271 381 662109,912349 2054803685743 594 847102817445 2051618.998229 REF. 2 45 , e PIN N0. 0656.045 3588 87'45'22" W ~ , PF \
1 20353}1.338fef 384 86209e.987083 2054781.4104?) 307 84309493)974 2054635118128 ~ 636.3 171 681135877 53 N 174 6611)9.149595 2055477.874753 341 BB?117.J98843 20547M.3J3112 397 643~110Ri B7~ 2 ~5~ ~~8~ MARGARET BELYNDA JACKSON MY 636.32 \ 5. ALFRED M. JON D.B. 4516, PG. 151
175 681131.768135 2055481.481788 384 661094941981 1054780.053044 6.379613 Z0644T284dn8 D B. 8149 PC. 983 \ o~ 1 REF. 3 REf 176 661142.148190 ?035301.126188 187 882095815360 20647331013e0 ~ 68)04 STEVEN. V DARLING REF. 4 REF. 5 6 \ epp LOT 1 REF. 4~ ~ ~ \ p/~A GRAPEVINE ACRES
140557 2064787)40994 599 883073 387178 10.14849.019420 LOT 34 4337 PG. 546 ~ I in 681141.176079 1055311.485391 398 661092 D B 178 681149.346080 1035511.05546) 381 662f00.?e1Jn 2054740.754705 600 647083.585991 1034830,328410 SOUTH TRAILS LOT 36 o' WA~STAFF RAAD B.M. 1989, Pc. 817 P i 1 ~ p/~ PIN N0. 065 HOW LEWIS 14
741.130)41 BO1 663055581595 2051666,518585 B.M. 1983, PG. 912 ~ Rr'. i 179 6B1151.Oe770? 20633)0.497101 190 881043.398732 2054 ~ 88)081.)87956 2054659.8)8269 iB0 881150.18)93? 2065340.560987 391 862112356048 ?054 74 0. 664 0)) P1N N0. 0656.03-40-2769 SOUTH IRAlLS 12 ~ / G. SCOTT KRUTCH SR ( 6, ANDREW MEC D.B. 3114, PG. 666 D.B. 4574, PG. 825
181 661114.434533 1033557.4941 BB 397 661101.104358 20647251537 ~ 663061.197 103468). 8 ~ B.M. 1983, PG 9 IPF ~ 181 68113r.84r034 2055575,7)9827 303 862114.010380 2054730.J71W? ~ 883081 351988 10.546751799n P1N N0. 0656.03-40-5548 i B.M. 1983, PG. 736 LOT B
147 681117.57014) 7065592.327142 194 862114.162704 2054~5557~~ ~ 84)0.71.811547 10.74690.941/81 184 681127.78x409 ?057809.911514 395 882131,109582 2034 607 66)074.549964 70.14842.882594 Rig' PIN N0. 0656.04-50-8673 B.M. 1989, PG. 817 P1N N0. 0656.04-50-6573
185 681140.121084 1055818.053073 396 661139.246518 ?054717.804499 ~g 663063.389785 Z0546B8.784214 iB6 661x58.809)27 2055806.105824 397 64713).780479 2054747.960060 _
187 661164831614 2053544.89075? 398 661144487818 2054760.960419 ~ BBJ0,+.9747336 2Q74B93524B944 188 68!204671600 2055378.444440 399 661181.739730 2064736.01545!
189 681246.28215? 1055413345849 400 641157.012957 2054759.092731 6x1 663091.017344 2054709.206655 190 661179.916406 2055811.90973} 401 682169.005132 2031749,632839 6x2 663079.033665 2054698.5)50)) uNE rABCE
191 86x798.120877 2055601.31983) 402 662168.201874 20.74720.147700 6f~ 8,844764 20347 0.972~21d 192 681114587475 103558439079) 401 661170.469931 2054710.885051 L18 N 35'14'56" W 197.92 L19 S 8T51'35" E 78.66
193 881)37.197554 2035134.19x419 404 861173660847 ?064717.494571 BfB 6BJOe1.930874 2054701.03 194 661317.430.377 1065523504219 105 862181.825891 1054713921052 L20 S 02'01'42" W 92.58
193 681292558179 2053326,198399 406 662179.eJ323e 2051697.966250 618 663051.821505 2054704.14490 198 881149.))1611 1035524 74x401 107 68119285397) 2054711.414954 _ L21 S 4275'36" W 135.80 L21 N 88' 15'54" W 12.4?
197 6e124e.232473 ?055540.76074) 404 861184010844 2034895 152302 8~ 8~ 7034700.47004347 194 681198.99850e 2055564488)11 409 Be2194.9750J9 2054897.345744 _ L23 S 82'06'47" W 180.00
199 861153551)70 ?053544 7)0217 410 642102.104033 1014891.224907 ~ 44?03x1359e7 2054e98.J61812u 100 861734.441235 103540397e789 411 842191.8B4e71 2034884.878114 L24 N OT53'1J" W 121.00 L25 N 82'06'47" E 180.00
201 661411.764201 1055424431Be7 411 661100.477494 ?0.74882157938 ~ 64)0)48)1180 10W70410309e4 202 681402.OOJ54r 2055412.4e0216 411 Be???4J8513e 2064712874610 ~ 847004)15560 ?064704011?Je L26 S OT53'13" E 121.00
101 4416)4.844226 1035449.701769 414 QQ2214J74849 2064702082981 ~ 862191.8)8517 T0647?1.983?O1 204 6e1B57.149298 ?065.749.9e47?3 415 8821)4.874281 203472).54/40.7 L27 N 8T51'35" W 9.35
206 BB1879.1714e? ?065)95.034581 416 862239.525194 ?0.74717.337124 ~ 881994147008 1064716.d111~ 208 661709)481/8 1065371,4)44?/ 417 682731.354511 7064724150900 118 N 42'25'36" E 14.43 L29 S 02'01'42" W 11.01
707 ~1701.4J94?7 20.55341.004548 418 8611327047Je 20647}9.478233 ~ ~p130801>Q TQS471~0.4>??N 204 681356.983279 ?035333840374 419 66127}.759851 1054712146949 _ L31 S iT47'11 " E 150.15 L32 S 22'31'09" f 97.89
209 881374.180152 ?035527871901 410 681298.)10850 20547233184e4 ~ 443011:439 784 10)4714857020 210 661407.344)70 1055474514510 421 d622ed.013150 7034714146310 ~ 861982r84e81 20647)0.918574 L33 S 30'55'35" E 98.27
211 661419.958771 705,5487.401072 422 682794.439202 2054716.683700 LEGE~dD L34 S 13'23'36" E 89.65
(IRF-IRON ROD FOUND L35 S 19'14'08" f 127.07 (SS -SPIKE SET L36 S 64'31'33" E 98.96
(Alf)-ANGLE IRON FOUND L37 N 65'41'32" E 54.17
(BWF)-BARB WIRE FENCE L38 S 42'42'19" E 117.49 (IPS)-IRON PIPE SET
(1PF -IRON PIPE FOUND
I' (RF -REBAR FOUND (ISF -IRON STAKE FOUND CURVE TABLE 9
(LP -LIGHT POLE
(PP)-POWER POLE CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG (OHPL)-OVERHEAD POWER L1NES C4 21'42'10" 1050.00 397.72 395.35 201.27 S 36'3128' E x TT
(ST)-SEPTIC TANK r
(RRSF)-RAILROAD SPIKE FOUND NOTf.• (CMF)-CONCRETE MONUMENT FOUND WETLANDS WERE DELINEATED BY SPAULDING & ~ wx~ I a
MORRIS, PA DESIGN CONSULTANTS. flLf.• SOAKSwL?
NORTH CAROLINA {6M1lAA14e WAKE COUNTY q1~ a.,, I Alll'ua,El ~ C.OODFRED CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY ~ NOTES: °o
TUAI. SURVEY MADE UNDER MY SUPERVISION r~~ ~ a, SUPERVISION FROM AN AC fN BOOK PAGF . TiC;T 1. 1RON PIPE SET AT ALL CORNERS UNLESS OTHERWISE NOTED. WET(,4N0 DELINEATION FOR K~NNI~TH CLOSE, INC. w r- d
BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM 2. ~ SlREET ADDRESS. ~/J$~Q^f$ Land Surueyi~ng
INFORMATION FOUND IN BOOK PACE ;THAT THE RA110 w Of PRECISION AS CACCUUTED IS 1; 1 1HAT THIS PUT WAS PREPARED • Y NOTE• 970 TRINITY ROAD - RALBIGE, NC 27607 OF PRECISION 63100+, MISCLOSURE WAS l RACTS 1- 4 th
IN ACCORCMNCf WITFI C.S. 47-JO AS AMENDED. WITNESS MY ORlC1NAC SIGNATURE, REG1SlRAT10N NUMBER AND SEAL. THiS 14th AAY OF APRIL AD., ~ Y DLSTRIBUTED BY THE COMPASS METHOD. THE asrANCES ON r PHONE: [phone] FAX: (9 i 9)851-5201 ALUUSTED HoRIZONTAI GROUND WSTANCES 4 SHEET 1 OF 2)
` y ,~/J : ~ THIS MAP ARE UNLESS N01ED OTHERWISE. ALL ARFA CALCUUTED BY 1
~ UND SURVEYOR 'e i~ MPUrAfloN. U - - SURVEYED 8Y.• LB cooRaNATE co MIDDLE CRE~If COUNTY. WAKE 3 903 TOWNSHIP.
RECIS1RATfON No. C-3274 I Q zoo' 100' o' 2aD' 400' soo' ~ • ~ y0,0~ D~~ B}!• I
~4han4a~~6 . SC~.E. STATE. NbltTM CARONNA
URE BY: . CHECKED CLOS 1MG
~ SCALE IN FEET ZONE. P.GN. SEE ABOVE
I

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ST~ET'D' V C o C~Ri4L II RTES t 0~ 50' RIGHT OF NAY "y+r 01
T~ 1.) THE CONTRACTOR SHALL CONTACT ' Ng9TH CAROLINA _ _ 27' BACK TO BACX C L L f~
FOR ASSISTANCE IN LOCATING ~ CALL' AT B00 63Z 4949 01 ~ O ~ EXISTING UTILITIES. CALL AT LEAST 48 HOIA9S PRIOR .H ~ TD ANY DIGGING. N Z
GRAPHIC SCALE 1"=50' 2.1 EXISTING COY~ITION<S A!~ UTILITY SM7NN ARE BASED ON INEORNATIDnI PROVIDE BY O O
~ KEN~TH CLOSE Ali ASSOCIATES. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR 01 01 •O TO STARTING CONSTRUCTION AND NOTIFY TTf ENGINEER AF ANY OESCREPANCIES. CONFLICTS ~ 'C
Of p^~ NVOLVING PUBIC MATER SANITARY SEMER AND STORM DRAINAGE CONSTRUCTION SHALL
0 50 100 150 BE AES~VED TO THE SATISFACTION ~ THE TONN OF FUOUAY-VAAINA. !f 3.J ALL CONSTRUCTION ANO MATERIALS SHALL BE IN ACCORDANCE MITH 1HE 1ONN OF m 01
ry ~ FUOUAY-VARINA STAA~ARDS AND SPECIFICATIOWS.
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i
This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction of Section 404 of yhy. the Clean Water Act in the areas impacted by the pmsent proposed activity, os determined by the
ss undersigned on this dote. Other aroos of jurisdiction may be present on the site but have not been
N 51, delineated. Unless there is o change in the law or our published regulations, this determination of Section N. MA4~~ 404 jurisdiction may be relied upon (or a period not to exceed five years Irom this dote. This determino6on i
Nye! was mode t' ~ the 1987 Corps of Engineers Wetlands Delineation Monuol.
r ,
Name w 1 1 I
DE~~ 5 HlLLCRESi Title t,,v' AGE DR. Dote ~ ~1'~~ 0
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566-0.467 567-A 2 ~ X569-0.465
1p/~ ISF '(t 571-0.463 Y/l~lNll / ~/dQ ~/O S/4~~ r 568-0.62 579-0.608 nu'u !Y W'IL.G 570-0.61 577-0.610
580-0.606 572-0.616 73-0.46 273-A165
576-0.612 575-0.459 574-0.614 582-0.60 282-0.266 282-A266
584-0.602 578-0.457 28J-Ai 585-0.600 581-0.455 28J-A264 272-A163
28~ 587-0.598 271-A161 284-A262
58 -A 583-0.453 S ,`5.39' n 9 596 270-A159
590-0.594 586-0.451 ~ E 588-0.449 9~1g2 , 285-A260 269-157 206-F4 207-F5
591-0.447 592-0.592 593-0.445 607-0.431 594-0.590 597-0.441 609-0.429 286-A258
59fi-0.588 600-0.439 611-0.427 595-0.443 612_0.572 268-A15 287-A25i 205-FJ
598-0.586 13-0.425 60T-0.437 814-0.570 267-A'S AREA F
i 599-0.584 615-0.423 603-0.435 10-0.574 26 ; A254 0.172 ACRES
605-0.43 816-0.566 601-0.582 617-0.421 606-0.578 608-0.576 ;13-151 261-A149 2D1-F7 264A-A250 203-F2
604-A580~/ 619-0.419 620-0.584 18-0.566 262-A250 260-A147 i 259-A248
622-0.562 621-0.417 624-0.415 627-0.413 257-A145 258-A246 255-A14J 1J1
623-A56D 629-0.411 .630-0.409 256-A244 a 254-A14
~ 625-0.558 632-0.407 626-0.556 634-0.405 252-A242 f 253-A13 S
628-0.554 631-0.552 636-0.403 251-A240 249-A236
i 250-A238 248-A234
638-0.401 ! 633-0.550 247-A137 246-A232 ~
635-0.548 637-0.546 640-0.399 245-A230 242-A13 236-F1 lS
639-0.544 642-0.397 244-A228 2 n
' 641-0.542 43-0.395 645-0.393 644-0.540 237-AI33 41-A226 z
- 648-0.538 2a0-A224 235-A13t 239-A222
~ ~ 647-0.391 ~ 648-0.536 234-A220 2J1-A218 233-A129 215-D16
~ 649-0.789 ~ 650-0.534 232-A127 A 230-A216 216-D15 2
1p 651-0.387 653-ASJ 229-A214 213-D18 217-D14 O
654-0.530 562-0.528 652-0.385 W 228-A212
3 561-0.526 655-0.383 . SS7-0.381 227-A210 226-A125 223-A208
r 560-0.524 556-0.379 N 555-0.377 225-A12
~ 559-0.522 554-0.375 I 553-0.373 224-A12 211-D19 /~A 0 212-D13 oiJ' 1~ A{/I\bJ
j ~ Q 558-0.520 552-0.371 W.M. BUR)-ON 551_0.369 532-0.353 220-A206 210-D20
D.B. 657, PG. 545 Z 549-0.518 530-0.351 PIN N0. 0656.03-42-3903 550-0.387 29-0.349 222-A119
527-0.347 ! 548-0.516 538-0.365 528-0.494 221-A204 209-D12
537-0.363 528-0.345 547-0.514 536-0.361 25-0.492 524-0.490 \ 218-A117 219-A202
546-0.512 522-0.343 545-0.510 531-0.496 \ 20B-D11 156-A115
544-0.506 S2J-0.488 ~ 521-0.341 \ 143-010 157-A200 194-D22
5543AA506~ O~NN a 520-0.486 158-A198 192-D9 W
( m 519-0.48 518-0.339 N ~ ~ M ~ 517-0.482 "'nag 516-0.337 \ 159-A196 .P 155-A113 ,
515-0.335 514-0.480 160-A194 191-(1~g
512-0.478 513-0.333 161-A192 ~ \ 162-A190
i 510-0.476 SDB-0.474 511-0.331 16J-A188
507-0.472 506-0.327 \ \ ~ 164-A186
505-0.470 509-0.328 504-0.325 443-K5 502-0.468 503-0.323 165-A140
501-0.321 166-A1 J8 n \ 150-A91 ti' ~
499-0.466 500-0.319 167-A138 168-A134 ~ ~ ~ W
498-0.464 445-K6 441-K4 497-0.317 496-0.462 495-0.315 ~ 1a9-Aas ' ~ UNEAR Nc'ET1AN0 AREA N a°0o 169 -A132 188-DS o~026 ACRES
492-0.460 491-0.4 ~ 494-0.313 \ 147 A85 148-A87 198-D26
490-A456~ 446-K7 487-0.454 493-0.311 ~ 439-K3 170-A130 146-A83 135-H2 \ ~ 134-H1 3 171-A128
486-0.452 ~ 489-0.309 x 172-A128~ 145-A81 187-D4 136-H4 ~ ~ 173-C2 ~ 133-H3 °
466-0.3°' 0.084 ACRES 483-0.450 485-0.305 448-K8 437-K2 171-C3 ~ 186-D3 0 \176-CS 137-H6 ~ N
484-0.303 481-0.448 482-0.301 174-C4 185-02 132-HS O x ° -
48D-0.299 479-0.446 450-K9 175-C7 178-C1 182-A118 6 N ro~ x x% 179-A124 184-D1 13B-H8 x x x u01i ~ I
476-0.297 436-N1 477-0.444 706 131-H7 x n 01 x x x i0 n 180-AI22 x x n x I l i 161-A12 183-A116 139-H10 a I x m x x ~ ? N ~
fSF 476-0.4420. 130-H9 ~ ~ ° n ~ n a x x ^ ~ ~ / ~ 140-H12 129-Htt n~<<i a n '0 n ~ e ~ ~
d75-ddd~ 469-0.295 a~a_v~n 141-HR ~mm`~ ! : „ y -6~ v ~ / " ~ ro
72-A77 142-Hi6 m m ~ mom ~ ~ m P ~ ~ ~ / x x \ 68-G32 62-H78 127-H15 I M~'e ~a ~ ~0- ~ o I x
474-A440 467-A29J 473-A438 m~ '0" Ta x ~9- ~ i m m 1 \1 55-A114 61-H17 m ~ ~ x x ~ x x i0 ,°o
472-A4J6 `71-A75 \ ~p~~v" i~ ~ x x ~o M ~ ~ 67-G30 I m o o m e 124-A112 63-G22 \ y~.A ~ C 688-B3 N ` W ~ ~ `0 ~0
471-A434 466-A291 \ nG~uv~V n m 6°-G2G \ 0.?78 ACRES
470-A432 464-A289 468-A430 462-A287 73-A71 58-G65 64-G24 m n 123-A 0 ' 66-C28 32-G18 15-G2 ~ ~ < a a
\ ,y ' o 74-A69 ~ ~ ~a~ 14-G1 ~ o I o < a
465-A428 453-A285 4J1-J4 463-A426 122-A1 17-G4 n i o n o ~ n I 1210 ''~o:% - ~ ~ n ~ m
461-A424~ 433-J5 oi0,~7 ACRES 452-A422/ 454-A283 451-A420 \ 18-G59 C6 16-GJ N ~ !p m I 120-A104 76-A65 30-G16 21-G8 0 ~ < 1 20-C7 ,c7 ~
449-A418 455-A261 429-J3 29-G17 23-G70 a I ~ 119-A102 \ ~r~X1-A63 81_, ~ ~ ~ 5-G1 ~ m ~ ~ I ~ ' ~ 27-G14 ~ - ~ 9-A33 `0 rn n o ro I n rn u
56-A279 447-A416 't , 444-A414 1 ' 118-A100 ! ~ 41-A35A 1 n-AS6~ A ~ ~ 51-GSa ~ ~ 22-GS w ~ I ~ ~ ~ ~ ~ a m
442-A412 ~ 428-J2 - 440-A410 / 457-A277 - 4J8-A408 426-JB 116-A96~ \ '-2.1 - ~ --24-C11 ~ ad ~ n m n *PROPERTY SOUTH AND WEST n5-Asa ~4 z6-c13 36-c31 S M , / 52-G59 ~ _ <
435-A406 432-A404 459-A275 Of STREAM A NOT INCLUDED 14-A92 / \ 35-G25 37-G29 N 49-G5 1N THIS DELINEATION 113-A9o
430-A402 79-A5912-A88 A 44-G51 ~<g ~ m 111-A86~ _~7 8-G55 45-G52 \ ~am \ ~
458-A27J 427-A400 110-A84 47-G54 46-C53 aa"~<<nm \
424-A398 , 425-J1 332-its 330-i14 109-A8 1-A55 2-A53 0~« I i ~ 1 ~ Mo~~N~m \ OW 08-A80 a °i 01
42D-A271 107-A78 ~ a// ~ °ty \ o nno m a n~°alr
422--A396 423-J7 328-i1J 3J8-i 18
334-i16 419-A269 ~ O ~,y < O Jr Q , ~ al ~ N ~ ~ PP \ ~O
421-A394 /u a u 326-i12 \ ~ \
418-A392 ~'3~I-~ % , i y 417-A267 \ / \
416-A390 415-A265 \ IPS \
414-A388 4'13-A26J \ \
324-i11 \ ~
410-A261 320-i10 412-A386 9-A259 411-A384 407-A257 \ ~ ~ MAMlE C. JONES HEIRS, et o!
ALBRIGHT R. SORRELL 408-A382 4il5-A255 TRACT 1 ~ ~ D.B. 3236, PG. 354
TRACT 1 406-A380 404-A253 ~%/i//~ D.B. 5398, PG. 295 4D3-A376 4o1-A251 , a„„~ , i \ P!N N0. 0656.04-51-5938
' PIN N0. 0656.03-33-2012 aoz-A37 ~ 316_;8 399-A374 400-A249 397-AJ72 148.89' IPF \
' 398-A247 ~ ~ ~i 396-A370 'v 286.01' N 8751'35" W 515,91' IPF s1.or Frye \
~ ~ 313-i8 O 395-A368 394-A245 IPS L29 L19 y IPF \
393-A366 ik ~ sQ
376-A227 391-A243 7 392-A36A I
3 389-A241 n~ n M M 1N °a ~ ~ g
390-A362 m n M ~ r~~II ~ ~~1 r~ I t r~ I I I I< I I ~ I $ 315-i7
~ ~ I N~ ~MaN m^ nh ~lMy ~J ~ M 325-A316 M~'~'~MMM~ N ` IM
pp QQn m I J23-A31 ~ op M^N I ~NC!^ n? r~ J22-A312 M q~
O ~ ^ ~ I M 320-A310 a ~ "'M nn~~°i~ 319-A308 310-i6 WAGSTAFF RED
Z n n M 1 317-A306 ~ SR f100 60' R
316-A304 308-i5 ~ /w~
314-A302 312-A300 '~o.
311-A298
J09-A296 308-i4 P~
157-A185 NOT TO SCALE
307-A294 \ 305-i3 J03-i2 J02-i1 "PROPE:RTY SOUTH AND WEST J04-A292 X300-A18J
OF ST(<'EAM 'A' NOT INCLUDED 3D1-A2so
IN THfS DELINEATION zsl-Ai e1 299-A288
298-A286 294-A179 UNE TABLE
296-A284 295-A282 291-A177 L18 N 35'14'56" W 197.92 L 19 S 8751;15" E 78.66
293-A280 L20 S 02'01'42" W 92,58
289-A115 L21 S 42'25'36" W 135.80 L22 N 88'15'54" W 12.42
292-A278 L23 S 82'06'47" W 180.00
290-A276 277-A173 L24 N 0753'13" W 121.00 L25 N 82'06'47" E 180.00
' 278-A274 L26 S 0753'13" E 121.00
276-A171 L27 N 8751'35" W 9.35 L28 N 42'25'36" E 14.43
275-A169 279-A212 L29 S 02'01'42" W 11.01
280-A270 274-A167 R. L3f S 1747'11" E 150.15 REFERENCES L32 S 22'31'09" E 9789
2B1-A268 273-A165 i. DANNY EARL PRINCE L33 S 30'55 35" E 98.27
282-A266 D.B 3306, PG. 35 L34 S 13'23'36" E 89.65 LOT 35 L35 S 19' 14'06" E 127.07
283-A264 272-A163 SOUTH TRAILS L36 S 84'31 '33" E 98.96 B.M. 1983, PG. 912
L37 N 65'4 f 32w E 54.17 PIN N0. 0658.03-40-3898 L38 S 42'42 19 E 11749 2• SOUTHTRAILS HOMfONWERS ASSOC/A710N, INC.
D.B. 340J PC. 565
RESERVED BY OWNER SOUTH TRAILS
i B.M. 1983, PG. 912 PIN N0. 0(158.03-40-8638 CURVE TABLE
NOT TO SCALE ' J• ROGER LEE JOHNSON CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG
D.B. 4446, PC. 480 LOT 4 C4 21'42'10" 1050.00 39772 395.35 201.27 S 36'3128" E v
GRAPEVINE ACRES r B.M. 1988, PG; 1186
NORTN CARIXlNA INl~ PIN N0. 0656.04-50-1558 NOTE.• x 4. CAROL HOWARD JOHNSON ~ x
WAKE COUNTY 1 MICHAEL D. GOODFRED CERTfFY THAT THIS PLAT WA S DRAWN UNDER MY APART OF WETLANDS WERE DELINEATED BY SPAULDING &
SUPERVISION FROM AN ACTUAL SURVEY MADE UhIDER MY S P ~ ~ ^ ~ + ~ ~ ~ U ERVISIDN, ~ _ ~ _ > DEfO DESCRIPTION RECORDED IN 8OOl( PAGE THAT D.B. 1613, PG. 663 NORRIS, PA DESIGN CONSULTANTS. NOTES: LOT ? 1. IRON PIPE S T FILE SCAKSWL2 , i
THE tT0UNL14RlES NOT SURVEYED ARE CLEARLY fNO1CATED AS OR4WN FROM ~ ~i INFORMATION fOUND 1N BOOK PACE TENT THE RATIO wt,' _ f AT ALL CORNERS UNLESS OTHERWISE NOTED. , GR4PEVINE ACRES ' B.M. 1984, Pc. rs7s 2. Q sTREET ADDRESS, WETLAND DELINEATION FOR ~
Of PRECISION AS CALCULATED IS is I THAT THIS PLAT WAS PREPARED ~ 1N ACCORDANCE WI1H G.S. 47-30 AS AMENDED. WITNESS MY ORIGfNaL SIGNATURE, C PIN NO. 0656.04-50-3588 $IDN$ L0 ~rj~? J~ KENNETH C 5. ALFRED M.' JOHNSON NOIE:• ++f I+. C• G
RECISTRAIION NUMBER AND SEAL )HIS 14th DAY Of APRK A, p„ 7 = ' 2O0J S D.B. 4518, PG. 151 RAT10 OF PRECISION 83,100+, MISCLOSURE WAS Cytng Land Suru r i` 7
~3 LOT 1 DISTRIBUTED BY THE COMPASS METHOD. IHf DISTANCES ON rR,~crs ~ -4 970 TRINITY ROAD - RALEIGH NC 27 ~ 607 GRAPEVINE ACRES THIS MAP ARE ADJUSTED HORIZONTAL GROUND DISTANCES C
R - LAND SURVEYOR t~ ECISTRAI]ON No. L 3279 v Ala B.M. 1989, PG. 817 UNLESS NOTED OTHERWISE. Acc AREA CALCULATED BY (SHLET 2 OF 2) PHONE: [phone] FAX.• 919 851-5201 ( PIN N0. 0656.04-50-5514 c00RDlNATE coMPUTAnoN.
1111111 I 6. ANDREW MECHOW LEWIS TOWNSHIP' MIDDLE CREEK SURVEY
D.B. 4574, Pc. 825 COUNTY. WAKE 3-9-03 SURVEYED BY. LB core 200 100' 0 200' 400' soo' DATE.
B.M. 1989, PG. 817 ~ • PIN N0. 0656.04-50-6573 STATE:' NORTH CAROLINA ; i ~ ~
SCALE. 00 DRAWN BY MB SCALE IN FEET ,
I ZONE.' P,~.N. SEE ABOVE CHECKED & CLOSURE BY.' ~