20070167 Ver 1_401 Application_20070107

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January 26, 2007
Ms. Amanda Jones
Asheville Regulatory Field Office
United States Army Corps of Engineers
151 Patton Avenue, North Carolina 28801-5006
RE: North Corridor Commuter Rail - Hambright Track Realignment
Mecklenburg County, North Carolina
Dear Ms Jones:
Pf1Y~~ENT
RECEIVED
~ ~~~
JAN ~ ~ ZOg7
DENR - vrt~ cis t.ii~ni..i ~"Y
Y~T~ANQB A>~ 4TrJN~IWi~t BRANCH
HDR Engineering, Inca of the Carolinas (HDR), on behalf. of the American Asset.
Corporation (AAC), with agreements from Norfolk Southern (NS) and Charlotte Area
Transit System (CATS), is requesting a Nationwide Permit 14 for the upcoming project
of Hambright track realignment in Mecklenburg County.
AAC has acquired approximately 250 acres in the Town of Huntersville fora mixed use
development and desires to relocate approximately 1.5 miles of the O-line through the
proposed development. As a part of the proposed track realignment, culverts will be
installed over one perennial and three unimportant intermittent tributaries to Cane Creek.
Typical earth moving and compaction equipment will be used to construct a new roadbed
for the new tracks and to install culverts. New headwalls will be constructed as
appropriate to retain the new fill material.
The main. reasons for the rail realignment revolve around several aspects of safety. The
first reason is due to the current track configuration .and its severe curvature at this
location. Realignment of the sharp curve will enhance train operations, trip time and
passenger comfort and safety. The second reason is that the current location of the NS O-
line is adjacent to three schools. Because a CATS commuter rail .station will be
constructed near these schools as part of future proposed development, the additional
number of trains and traffic generated by the new commuter operation~would have had a
significant negative impact on student and pedestrian safety. Finally, the current track
alignment makes widening of NC 115 improbable because of the existing infrastructure.
NC 115 will require widening to accommodate future. traffics needs as this location is less
than 2000.feet from a major interchange with I-485.
k
p
HDR Engineering, fnc. of the Carolina
128 S Tryon Street Phone: pQ4~ 338-6700
Suite 1400 Fax: X704) 338-6760
Charto8e, NC 28202-5004 www.hdrinc.com

Upon completion of the track realignment and culvert placement, the remaining stream
banks will be returned opre-project contours and stabilized with seed, matting and
woody vegetation per the Mecklenburg County S.W.LM. buffer requirements.
Enclosed is the permit ap lication, photographs of the project location, a copy of USAGE
jurisdictional determinate on, mitigation correspondence from NCEEP, and maps of the
project area.
Thank you in advance fo: your assistance. If you have any questions or require additional
information after .your rE view of the enclosed information, please contact me at (704)
338-6778.
Respectfully submitted,
~~-'
Chris Matthews
Vice President.
Enclosures
HDR Engineering, lnc. of the Carolina:

Nationwide Permit 14 Application
s

Office Use Only: ~ Form Version March OS
20070 1S 7
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing

1. Check all of the approval(s) requested for this project: RFCE~~E~
® Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: Bar
Mailing Address: Am
JAS! ~ 9 ZOQ7
3700 Arco Corporate Drive
Charlotte. NC 28273
Telephone Number: 704-295-4000 Fax Number: 704-295-4059
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: Chris Matthews
Company Affiliation: HDR En~ineerin~ of the Carolinas
Mailing Address: 128 S. Tryon St.
Suite 1400
Charlotte. NC 28202
Telephone Number: 704-338-6778 Fax Number: 704-338-6760
E-mail Address: chris.matthews(a~hdrinc.com
Page 5 of 13

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps maybe 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: North Corridor Commuter Rail (NCCR) - Hambright Track Reali~mnent
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):
4. Location
County: Mecklenburg Nearest Town: Huntersville
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.):
From Charlotte take I-77 north to Exit 18 WT Harris Blvd. Travel east on WT Harris and
turn left on to Old Statesville Road. Travel north on Old Statesville to the intersection with
Alexanderana Road. The property is located in the northeast quadrant of the intersection
Alexenderana Road and Old Statesville Road.
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.37389 °N 80.82722 °W
6. Property size (acres): 226.
7. Name of nearest receiving body of water: Cane Creek
8. River Basin: Yadkin
(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/admirli'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: The general land use of the proposed project area is
Page 6 of 13

residential surrounded by open fields and forest. Three schools are adjacent to the project
area.
10. Describe the overall project in detail, including the type of equipment to be used:
The project entails the relocation of approximately 1.5 miles of Norfolk Southern Railway's
(NSR) O-line The new alignment will cross one important perennial and three unimportant
intermittent streams. The design assumes that all three streams will be placed in culverts.
These culverts once installed will be covered with fill material thus requiring the use of
typical earth moving and compaction equipment to construct a new railbed for up to three
tracks New headwalls will be constructed as appropriate to retain the new fill material, the
slopes seeded and mulched in accordance with North Carolina Department of Transportation
(NCDOT) standards Appropriate erosion and sediment control will also be provided.
11. Explain the purpose of the proposed work: American Asset Corporation (AAC with
coordination with Charlotte Area Transit System (CATS) and NSR plan to construct a
commuter rail station on the east side of the NSR O-line. The development requires that NSR
O-line be relocated through the parcel to allow for the construction of a commuter train
station a reduction in curvature to satisfy train operations, and multiple tracks to permit the
passing of commuter trains traveling in opposite directions. In addition, the aligrunent had to
be placed so as to allow for the construction of new roadways that will cross the realigned
trackage on overpass structures. By constructing these new roadways and overpass
structures seven at grade crossings will be eliminated greatly enhancing the safety for the
motoring public The current location of the NSR O-line is also adjacent to three schools,
thus the number of trains and traffic generated by the new commuter operation would have
had a significant impact on child safety.
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 jurisdictional stream determination was obtained on March 22, 2006.
USACE Action ID Number. 200630046. Enclosed are the signed surveys and notification of
jurisdictional determination.
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.
There are no future permit requests anticipated for this project.
Page 7 of 13

VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Impacts will result from heavy
equipment accessing excavating near the channel when installing new track aligmnent and
culverts to one perennial and three intermittent streams.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
cariaratPly list imnactc dne to hnth ctntctnre and flct~din~_
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Page 8 of 13

Stream Impact
Perennial o Average Impact Area of
Number Stream Name Type of Impact ~
Intermittent Stream Width Length Impact
(indicate on map) . Before Impact (linear feet) (acres)
Important
Sheet 10 Perennial Stream Culvert Perennial 6.0 300 0.04
«3„

Sheet 7 Unimportant
„
Culvert
Intermittent
3.0
150
0.01
Stream "5
Sheet 7 Unimportant Culvert Intermittent 2.5 250 0.01
Stream "1"
Sheet 12 Unimportant Culvert Intermittent 4.0 150 0.01
Stream "9"

Total Stream Impact (by length and acreage) 850 0.07
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dred~in~, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.07
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres) 0.07
Total Stream Impact (linear feet): 850
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USAGE.
Page 9 of 13

8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Proposed impacts are unavoidable due to the new track relocation and alignment for the
CATS north corridor commuter rail~roject.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
Page 10 of 13

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.usi«cwetlandsi strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Mitigation will be in the form of payment to NCEEP (see attached correspondence from
NCEEP)
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http:~'/h2o.c~~r.state.nc.us%wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 1028
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres): 0.173
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
Page 11 of 13

X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multi lier Required
i......,...,. c ,..~ P r,r;.:,..,,;,,,,
1 I 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
Buffer restoration will follow the guidelines outlined by the Mecklenburg County S.W.I.M.
ordinance.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
Stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. If applicable, measures to help reduce
stormwater pollution during construction would consist of using traditional stormwater BMPs
during the construction of the NCCR that may include vegetative buffers, grass swales, catch
basins, energ.~paters, level spreaders, and infiltration devices.
Page 12 of 13

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.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Is this an after-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
~z~~~
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

North Carolina Ecosystem
Enhancement Program
Correspondence

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CATS Letter

Ms. Amanda Jones
Asheville Regulatory Field Office
U. S. Army Corps of Engineers
151 Patton Avenue
Asheville, NC 28801-5006
Dear Ms. Jones:
This letter is to express the support of the Charlotte Area Transit System (CATS) for the
Nationwide Permit 14 application of HDR Engineering, on behalf of American Asset
Corporation (AAC), relating to relocation of the Norfolk Southern Railroad "O" line as part of
the Bryton project in Huntersville, NC.
As you know, CATS is in the process of planning for the implementation of North Corridor
commuter rail service between Charlotte and Mooresville. Trains would operate on the NS "O"
line through Huntersville and the proposed Bryton development. CATS expects to begin
preliminary engineering in the fall of 2007, with the goal of inaugurating commuter rail service
in late 2011. CATS has completed a draft DEIS document for the North Comdor and is in the
process of converting this to a state SEPA document to be submitted this Spring. The data
included by HDR in the permit application is wholly consistent with our own findings developed
for the DEIS and submitted informally to you in December.
Relocation of the rail line, as proposed by AAC, is consistent with (and assumed by) the North
Corridor commuter rail project. It will provide several important benefits to the North Corridor
commuter rail program. Some seven at-grade crossings will be closed by relocating the "O" line
away from its current location along NC-115. This represents a very important safety
enhancement. Operations and passenger comfort will be improved as well by reducing the
current track curvature. Most importantly, relocation of the "O" line permits CATS to add a
station within the Bryton development, which will help to define and shape Bryton as a major
transit-oriented development. The current location of the line adjacent to congested NC-115 and
three of North Carolina's busiest schools otherwise rules out a passenger station.
Transit-oriented development, exemplified by Bryton, is the focal point for the Charlotte area's
ambitious rapid transit program. Such development helps to achieve our region's objective of
melding land use and transportation to create pedestrian- and environmentally friendly
neighborhoods within the major transportation corridors. Relocation of the "O" line is a
prerequisite for achieving this objective at this location.

Ms. Amanda Jones
Page Two
Please let me know if you have any questions or we can provide you with any additional
information.
Sincerely,

David J. Carol
Project Manager
North Corridor Commuter Rail
cc: Ron Tober
Chief Executive Officer
Charlotte Area Transit System

Norfolk Southern Letter

Nf3RPOLK
SOl1THERN
Design ~ Construction Department
1200 Peachtree Street NE, 7-142
Atlanta, Georgia 30309
404/529-1247
404/529-1369 FAX
SUBJECT: Huntersville, NC -Proposed Track Relocation associated with Bryton
Development
Atlanta, GA -January 22, 2007
File 109-10714 PID # D751
Mr. Steven M. Carroll:
HDR Rail/Transit Principal
Please reference our phone conversation on January 19, 2007 where you advised me that the
Corps of Engineers, in order to progress permits being sought on the subject project by American
Asset Corporation, requires a letter from Norfolk Southern Corporation giving evidence of NS'
involvement and support of the project.
This letter serves to advise the Corps of Engineers that indeed Norfolk Southern has been
involved with the planning for the subject project and that the project is currently supported by
NS. NS and AAC are near to executing a construction agreement covering the project which will
make it a very real project in NS' view.
If this letter is not sufficient, Steve, or if anyone with the Corps would like to ask me a question, 1
can be reached at [phone].
Best Regards,
Wiley K. McCain
Engineer Planning
Cc: Sarah Quisenbeny -via email, as info.
Page 1 of 1

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STREAM EXHIBIT - DWQ BURTON
B RYTO N ENGINEERING
ASSOCIATES
.JOB No.: 246-099 CIVIL ENGINEERS
DRAWN BY: JRD LAND PLANNERS
DATE: O 1 /04/07 5950 Fairview Rd. Suite 100 Charlotte, NC 28210
[phone] • Fax [phone]

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USAGE Jurisdictional Determination
A

;`~_~~'
U.S. ARMY CORPS OF ENGINEERS
Action Id. 200630046
WII.,MINGTON DISTRICT
County: Mecklenburg U.S.G.S. Quad: Cornelius
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: AAC / Attn: Barry James
Address: 3800 Arco Corporate Drive
Charlotte, NC 28273
Telephone No.: 704-295-4000
Property description:
Size (acres) Nearest Town
Nearest Waterway Cane Creek
USGS HUC
Charlotte
River Basin Yadkin
Coordinates 35.37389 / 80.82722
Location description The site is located in the northeast quadrant of the intersection of Alexanderama Road and NC
Hwy 115, in Huntersville, MecklenburE County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be stream channels, wetlands, and open water on the above described
property. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered fmal, a jurisdictional determination must be verified by the Corps. This preliminary
detemvnation is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33
CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this detemunation maybe relied upon for a period not to exceed five years from the date of this
notification.
X There are stream channels, wetlands, and open water on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(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 notification.
We strongly suggest you have the stream channels, wetlands, and open water on your property delineated. Due to the
size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any
delineation must be verified by the Corps.
_ The stream channels, wetlands, and open water on your property have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
X The stream channels, wetlands, and open water have been delineated and surveyed and are accurately depicted on the
plat signed by the Corps Regulatory Official identified below on March 22, 2006. 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 maybe relied upon for a period not to exceed five years from the date of this
notification.

Action Id. 200630046
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Amanda Jones at 828-271-7980 x. 231.
C. Basis For Determination
The site contains wetlands as determined by the USACE 1987 Wetland Delineation Manual and is adjacent to stream channels
located on the property that exhibit indicators of ordinary high water marks. The stream channel on the property is an unnamed
tributary to Cane Creek which flows into the Yadkin River and ultimately flows to the Atlantic Ocean through the Winyah Bay
in South Carolina. The site also contains open waters that are adjacent to stream channels on the property.
D. Remarks: Site visit conducted on November 2, 2005.
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the South Atlantic Division, Division Office at the Following
address:
Mr. Michael F. Bell, 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
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by May 2 2 , 2 0 0 6.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official:
Date March 22, 2006 Expiration Date March 22, ZO11
CF: S&EC, Attn: Wendell Overby, 236 LePhillip Court, Suite C, Concord, NC 28025
2

. ~ ,
WETLAND CERTIFICATION
THIS CERTIFlES THAT TH15 COPT OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY Of JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS
DETERMINED 8Y THE UNDERSIGNED ON THIS GATE UNLE55 THERE IS A CHANCE
IN THE tAW OF OUR PUBLISHED REGUTAiIONS THIS DETERMINATION Of SECTION
404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FNE
(5) YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE
1987 CORR~ OF ENGiN~ERS~WETLA~O DELINEATION MANUAL
NAME:
TITLE:
DATE:

20070187
f
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aD l N~PpIi10 {lEµ~ 65
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WATERS ^F THE U.S,
WEi LAND AREAS
WETLAND OESOAIPTION _
JURISDICTIONAL WETLANDS
JURlSTICTIONAL WETLAND 'A"
J~IRISTICTIONAL WETLAND "8' AREA = 1,050 SOFT. OR 0.0241 ACRES
AREA = 823 SOFT

JURISTICTIONAI WETLAND 'C" . 0.0188 ACRES
AREA = 4,575 SOFT. 0.1050 ACRES
JURISiICT1DNAl WETLAND '0"
JURISTICTIONAI WETLAND "E' AREA = 1,617 SOFT. 0.0371 ACRES
AREA = 972 SOFT. 0.0223 ACRES
JURISiiCTIONAI WETLAND 'F'
JURISi1CT10NAl WETLAND "G" AREA = 3,424 SOFT. 0.0786 ACRES
AREA = 568 SOFT. 0.0130 ACRES
LINEAR WETLAND AREA = 1,672 SOFT. 0,0384 ACRES
JURISDICTIONAL STREAMS
UNIMPORTANT STREAM "1'
UNIMPORTANT STREAM '2'
UNIMPORT
'
" AREA = 1,625 SD.FT. 0.0373 ACRE
AREA = 5,802 SOFT
0
1332 ACR 635 LINEAR FEET
1
420
I

ANT STREAM
3
UNIMPORTANT STREAM '4'
UNIMP
"
" .
.
E
AREA = 1,992 SOFT. 0.0457 ACRE
AREA = 811 SOFT
0
0186 ACRE ,
L
NEAR FEET
635 LINEAR FEET

ORTANT STREAM
5
UNIMPORTANT STREAM '6"
N ,
.
AREA = 153 SOFT, 0.0035 ACRE
AREA = 156 SOFT 0
0036 ACRE 273 LINEAR FEET
55 LINEAR FEET

U
IMPORTANT STREAM '7'
UNIMPORTANT STREAM "8" .
AREA = 235 SOFT. 0.0052 ACRE 78.0 LINEAR FEET
74 LINEAR FEET

UNIMPORTANT STREAM "9' AREA = 6,273 SOFT. 0.1440 ACRE
AREA = 1
049 SOFT 1,fi02 LINEAR FEET
,
. 0.0241 ACRE 178 LINEAR FEET
IMPORTANT STREAM '2" AREA = 3,303 SOFT. 0.0758 ACRES 425 LINEAR FEET
IMPORTANT STREAM '3" AREA = 2.367 SOFT. 0.0543 ACRES 664 LINEAR FEET
_AREA = 20,198 SOFT. 0.4637 ACRES 3,593 LINEAR FEET
i0TA1 A~ETUNO AREA: AREA = 58,666 SOFT, 1.3468 ACRES 10,142 LINEAR FEET
~Np111wlwly4
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THE RURU PP OSE OF THIS MAP IS TO SHOW WETL4ND
AREAS. PROPEP,TY BOUNDARIES ARE PLOTTED FROM
THE BOUNDARY SURVEY BY R.B. PHARR & ASSOCIATES,
PA., DATED: SEPTEMBER 29TH, 2004, MAP FILE: W-3104
~caTe'Feet.
1' = 600'
THIS IS T'0 CERTIFY THAT ON THE 19TH _ DAY OF
SURVEY 1MA5 MADE UNDER MY SUPERVISION OF THE pROPROPERTY SHORN
. ~'~-AND THE IMPROYEMENTS,.If. ANY, ARE AS'SHOYlN~HEREON: THiS. PLAT.
FOR- LAND -SURVEYINC"NORTN~ CAROLINA; HOARD'RULE .1600 (21 NCAC-;
PARCEL DOES NOT IXCEED ONE (1) FOOT PER 10,000 FE.°'T OF' PERIME
~ SQUARE ROOT OF THE NUMBER OF ANGLES TURNED. /
SIGNED /
S PHUT. AND THAT THE BOUNDARY L1NES
'HE N1NiMUM.STANDARDS OF 'PRACTICE
JHE~ERROR"OF'•CLOSURE~FOR THIS
2 EYED: R 20 SECON MES `THE
~~~ ..
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1~`~ ~ ~puo'.""``
~V
FLOOD CERTIFICATION
THIS LS TO CERTIFY THAT THE SUHIECT PROPERTY IS NOT
LOCATED'A SPECIAL FLDOD HAZARD AREA AS SHORN ON
MAPS PREPARED HY THE FEDERAL EMERGENCY MANAGEMENT
O~E~Y-4.~S~S~'.D~MEEdUNIiY~ANELN~3~/01~J~8 0087E
VICINITY MAP INOT DFAWN TO SCALE)

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BOWMAN DEVELOPMENT GROUP
D.B. 10760, PG. 141
PARCEL 10: 019-321-01
" 866,308 SF. OR 19.8877 AC.
28 *.4)6 µE477 ~
~ 29 30
24 ~*~ '~L' 27
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42 ~t,9~ Q...
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41 104
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~ UNIMPORTANT STREAM "4' ~
AREA = 811 SOFT. 0.0186 ACRES X103
40 273' UNEAR FEET 7
w
0
N102t
39
101
100
1
ELLA H GOODNIGHT
D.B. 9865, PG. 613
PARCEL !0: 019-321-13
652,671 SF. OR 14.9833 AC.
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FLOOD CERTIFICATION
THIS IS TO CERTIFY TE
T THE
I$ NOT _
.i~C ~p~r
ia~se
?~ G,~a
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$~A~
A
SUBJECT PROPERTY _
LOCATEO'A SPECIAL FLOOD f1AZARD AREA AS SHOiVN ON ~
MAPS PREPARED BY THE FEDERAL E1[ERCENCY ~`
~
t~~/j/ ~.~~~ ~w~°a`~,a
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MANAGEMENT
a~~trCY FED I SUPINf`fl 1flYfNiCTG1T11y A !
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+ `
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tttlBllr~BL4 IOMMUNIIY PANEL 370158 0081E ~r~
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?HIS LS TO CERT]FY THAT ON THE __19Tf{ DAY OF JANUARY
SURVEY MAS MADE UNDER 1(Y SUPERVLSION OF THE PROPERTY SHOMN ON 20 O6 pN ACtUAL
AND THE IMPROVEMENTS. IF ANY. ARE. AS SHOWN HEREON
THIS PLAT
~ n
E M
B
N
~
.
yE
1
INIMUM STANDARDS
OF
PRAC77CE
FOR LAND SURVEYING'NORTH CAROLUJA. BOARD RULE ,1600 (21 NCAC..56),AND
PARCEL DOES NOT EXCEED ONE'U) FOOT PER 10
000 FEET OF PER1M ~ ERROR OF CLOSURE FOR TN1S
,
SQUARE ROOT OF THE NUMBER OF ANGLES TURNED:
~. I ~ ~ ~. SIGNED URYEYED NOR .20 ONDS TIISES THE. .
~ C~l~ ~~_._
1
WETLAND CERTIFICATION
THIS CERTIFlES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS 1HE
BOUNDARY OF JURISOIC110N Of SECTION 404 OF THE CLEAN WATER ACT AS
DETERIANED BY THE UNDER9GNED ON THIS DATE. UNLESS THERE IS A CHANGE
IN THE LAW OF OUR PUBLISHED REGULATIONS THIS DETERMINATION OF SECTION
404 JURISOIC110N MAY BE RELIED UPON FOR A PERIOD NOi TO EXCEED FNE .
(5) YFARS FROM THIS DATE TH6 DETERMINATION WA$ MADE U1IUZING THE
1487 COR OF ENGINEERS DELINEATION MANUAL
NAME: ~ ~~ ~ ~ -
(9Gy~D 8Y U.SiLi.~~JpgNEERS)
TITLE: .l tau ~, ,,,1,
DATE: ~t~! ~q
~~~~
60
Scale"Feet
T.= ~,
SHEET 1
START IMPORTANT
I SHEET 2
1 SEE`
I
4'
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~r
v
w ~~
rn~z
~Irn ~
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I
1
I
1
VICINITY MAP {NOT DRAWN TO SCALE}
UNIMPORTANT STREAM "3'
AREA = 1,992 SOFT. 0.0457 ACRES
635 UNEAR FEET

', •'~• .
CH3py~ c ~y~~
~ ti
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BOWMAN DEVELOPMENT GROUP
D.B. 10760, PG. 216
PARCEL 10: 019-121-05
510,828 SF. OR 11.727p
96g 92 2561 ~
.,~
,~
I
IMPORTANT STREAM '3"
3,593 UNEAR FEET
AREA = 20,198 SOFT, 0.4637 ACRES
~5~~
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yam-- ._ -
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62
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60
WETLAND CERTIFICATION \~ 58
I THIS CERTIRES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEW WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE
IN THE LAW OF OUR PUBLISHED REGULATIONS THIS DETERMWATION OF SECTION
404 JURISDICTION MAY BE RELIED UPON FDR A PERIOD NOT TO EXCEED RVE
(5) YEARS FROM TFUS DATE. THIS D MINATION WAS MADE UTILIZING THE
1487 COR F ENGINEERS WETIAN DELINEATION MANUAL
I NAME:
(SI~}IED 8Y U.S. ARMY COR e~F,~,EN~,G~~NEERS}
TfTIE: 8 " _ c-3~L.XGR~
I DaTE: ~ eLn Ila ~,~ ~L
I Quo Ica 3 o~D S/~
IMPORTANT STREAM '2"
669 UNEAR FEET
) AREA = 2;367 SOFT, 0.0543 ACRES
START IMPORTANT STREAM`
Sf+EEr 2 4
~+eer I
51
v
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PARCEL Ip; 019-321-13
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FLOOD CERTIFICATION
TNIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS NOT
LOCATED'A SPECIAL FLOOD HAZARD AREA AS SHOWN, ON
MAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT
~NEUAB~4.~'D~4 101d6dUNl~I ~3~a'15~8 0087E
THIS LS TO CERTIFY THAT ON THE _ I___ 9TH _ DAY OF ` ~A
SURVEY WAS MADE UNDER MY SUPERVISION OF THE PROPERTY SHOWN ON TH11
AND THE IMPROVEMENTS, R•' ANY, ARE AS SHOWN HEREON. THIS PLAT MELTS 7
FOR LAND SURYEYING'NORTH CAROUNA,.BOARD RULE .1600.(21 NCAC 56).AND,
PARFEL DOES NOT-EXCEED ONE I1) FOOT PER"10;000 FEET OF PERDdETER 1
SQUARE ROOT OF'THE:NUMBER OF ANGLES TURNED. •.
20 06 AN ACTUAL
THAT THE BOUNDARY L[NES
STANDARDS OF PRACTICE
OF CLOSURE~FOR.THIS ~~
20 SE D 17MES THE" . ,
T'~~.' ~.
pff~~NW ~
M~ ~u0=

I N 4D'3a'o3' w l SHEET 2
REVISIONS WETLAND DELINEATION MAP
PREPARED FOR
A.A.C.
6.8345 ACRES OF LAND BOUNDED BY OLD STATESVILLE ROAD
ALEXANDERANA ROAD AND EVERETTE KHTH ROAD
TOWN OF HUNTERSVILLE, MECKLENBURG COUNTY, NC
JOB N0. 66827
R.B. PHARR & ASSOCIATES, P.A.
SURVEYING & MAPPING
~~ ~ a20 NAVTFIpRNE hANE ~ EHARLD7TE, KG 2820a TEL. [phone]
-RA4Nv R VISED~
SCALE DATE f ILE N0.
N" JH 1"=60= 1/19/2006. W-3104WL
VICINITY MAP (NOT DRAWN TO SCALE)

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~ ~
16.iEAE ~ 83
~~~
PATTIE H KEEPERS
D.B. 10945, PG. 989
PARCEL ID: 019-131-17
704,707 SF. OR 16.1778 AC.
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D.B. 2669, PG. 327
PARCEL ID: 019-121-p9
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a
WETLAND CERTIFICATION 3os8s~~
TM5 CERi1RE5 THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNOERSH;NEO ON THIS GATE, UNLESS THERE S A CHANCE
IN THE lAW`OF OUR PUBLISHED REGULATIONS THIS OETERMINAHON OF SECTION
404 JUPoSOICTION MAY 9E REUED UPON FOR A PERI00 NOT TO EXCEED FNE
(5) YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UHUZINC THE
1981 COR f ENGWEERS WEMNO NEATION MANUAL,
NAME
(SIGNED BY U.S ARMY CORPS F NGINEERS)
nnE: ; ~,,; ~'
DATE:
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3NI'1HO1tlW SHEET 3
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LEXANDERAN
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"w
'w
mi64 13.12" ~ N 31'35'38' W
mi65 42.27' S 55'57'51' w
m166 65.73' N 33'59'31' E
mi67 21.01' N 63'09'29' W
mi68 45.67' N 46.44'01' W
m169 14.21' S 51'18'54' W
m170 33.28' S 04'38'36" w
m171 a2.63' S 09'30'37' w
m172 22.49' S 07'Sa'38' E
m173 a5.73' S 16'51'31" E
"2174 15.27' S 6216'oz' w
m175 14.49' N 87'Z4'S9' w
m176 22.53' S 53'00'16' w
m177 27.58' S 3218'17 E
m178 13.78' S 55'54'35' E
m179 24.55' S 23'50'40' E
m180 22.97 S 79'42'01" E
m181 24.52' S 0610'40' W
m182 15.74' S 43'Z8'S3' w
m183 12.52' S 2674'12' w
m18a 30.13' S 23'a3'20' E
m185 15.43' S 24'3759' W
m186
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m191 9.04' 9 11'33'08" E
m192 42.39' 9 29'26'14" E
m19J 7.50' S 01'23'28' w
m194 28.73' S 62'40'49' E
m195 2n ~u• a ~~•.,•,..,• .
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~ 0.8. 10760, PG. 216 m197 4
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a ~+•~~Q.~~'88~~~ ~ ~ = TH]S IS TO CERTIpYOTHA7 THE SUBIEC7ICPROPERIY IS NOT
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e S~J~I = MAPS PREPARED BY THE FEDERAL EMERGENCY Mp14AGENENT
{ ` ~7L ! ~~~~y' D ~"I~I$UR NCE ADN ON,
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4,6/,x, "Np ~~y~a~ \ ya AND THE -1PROYEMENTS, IF ANY, ARE AS SNOITN HEREON. THLS PUT NE TIiIS PLAT, AND THAT THE BOUNDARY LINES
y{A~ '``` y FOR GNDSURVEYDIGZIORTH CAROWNA, BOARp RULE .1600 (21 NCAC 56 ,IND. T'HENENRI80R F CLOSURE OFOR THIS
wN r. C ~Q'`` y~ PARCEL -OES NOT EXCEED ONE (1) FOOT PER 10,000 FEET' OF PERllAETER RVEYED OR 20•SEC DS TIMES"THEr
~"WUrywya°~ SgUARE ROOT OF THE NUMBER OF ANGLES TURNED. ,~L~I // /q/y
. ~ ._ - _. SIGNED ~.:.A . ~L.. / /_ _ ..
e
s 18'32"22' w
s aoro9'o2' w SHEET 3
s 14T>D'aY w
REVISIONS WETLAND DELINEATION MAP
PREPARED FDR
A,A.C,
6.8345 ACRES OF LAND BOUNDED BY OLD STATESVILLE ROA
ALEXANDEAANA ROAD AND EVEAETTE KEITH ROAD
TOWN OF HUNTEASVILLE, MECKLENBURG COUNTY, NC
JOB N0. 66827
R.B. PHARR & ASSOCIATES, P.A.
SURVEYING & MAPPING
' ~ ~ '- 420 HavTHORNE. LANE ~•CHARLOTTE, N.G 28204 TE4 01047 376-2186
~+ DRA4th REVISE-~
GW JH SCALE 1 „_60, DAT~: FILE. ND.
1/19/2006 W-3T04WL

' 1 k
WETLAND CERTIFICATION
e~ THIS CERTIFIES THAT THIS COPY Of THIS PLAT ACCURATELY DEPICTS THE
~ ~
ON
O
A
OEIERMI
NED 8Y THE UNO
ERSIGNED
TMS GATE. UNLESS
T}IERE~ A CHANGE
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404 JURISDICTION MAY BE RELIED UPON FOR A PERWD NOT TO EXCEED RVE

E
BOW (Sj YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE U1IUZING THE
198/ LU
!
1 MAN DEVELOPMENT GROUP ENGINEERS WEIIANU EUNLAIIUN MANUAL
~
x AI
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PARCEL ID: 019-121-OS
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PARCEL ID: 019-131-17

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WL218
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wL221
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- r IMPORTANT STREAM '3' w1383
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D.B. 11807, PG. 156 titi'
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R/W: 37,074 SF. oR 0.8511 AC. ;
CH9 94EES to
sz~~
WL9~a
FLOOD CERTIFICATION
THIS LS TO CERTIFY 7NAT THE SUBJECT PROPERTY IS NOT
LOCATED"A SPECIAL FLOOD HAZARD AREA AS SHOMN ON
MAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT
NCY FEDERa I sDRAxcE UNLIT I'AN~~N~3~~1~~8 0087E
THIS IS TO CERTIFY THAT ON THE i-----_9TH DAY OF _
SURVEY N'AS MADE llNDER MY SUPERVISION Of 'THE PROPERTY SHOMN
AND THE IMPROVEMENTS. IF ANY, ARE AS SHONN HEREON. THIS PLAT
' FOR LAND SURYEYING"NORTH CAROLINA, BOARD RULE .1600 (21 NCAC~ t
• .PARCEL QOES NOT EXCEED `ONE (i). FOOT..PER' 10,000 FEET OF PERIME
SgUARE ROOT OF 7HE'NOMBER'OF"ANGLES TURNED.
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1
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95 I 63.49' ( S 47'30'08" E SHEET4
REVISIONS WETLAND DELINEATION MAP
PREPARED FOR
A.A.C.
26.8345 ACRES OF LAND BOUNDED BY OLD STATESVILLE ROAD
ALEXANDERANA ROAD AND EVERETTE KEITH ROAD
TOWN OF HUNTERSVILIE, MECKLENBURG COUNTY, NC
JOB N0. 66827
R,B. PHARR & ASSOCIATES, P.A.
SURVEYING & MAPPING _
' '~ ~ 420;HAVTHORNE LANE CtWRLDTTE, NG 2920a TEL (704> 7764t8fi .. ~ ~ •.
,.
LREV~ ORAVN: REVISED
SCALE DATE FI~.E Np.
GW JH ~ 1"=60' - •. - 1/T9/2.006 W-3104WL '

WEiIAND CERTIFICATION
THIS CERTIFIES THAT TFBS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS GATE. UNU:SS THERE IS A CHANGE
IN THE lAW OF OUR PUBLISHED RECUlATI0N5 THIS DETERMINATION OF SECTION
404 JURISDICTION MAY BE RELIED UPON fOR A PERIOD NOT TO EXCEED FNE
(5) YEARS DM THIS DATE. THIS DETERMINAnoN was MADE unuZlNC THE
1987 CO OF ENGINEERS WETLAND NEAIION MANUAL
NAME:
ED BY U. ARMY CORP ENGWEERS)
TITLE da .. i ~ s, 0.
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FLOOD CERTIFICATION ' ~ `''J , 2~0~ ~~~
4 ~ i i 0
THIS IS TO CERTIFY THAT 7HE SUBJECT' PROPERTY IS NOT ' rs~I"~ ;~ ~
IACATED'A SPECIAL fL00D HAZARD ~ ~ ~u~ ur 1
AREA AS SHOWN ON ~~ ~ ,~ ~,`~\ q?
MAPS PREPARED BY THE fEDERAL EMERGENCY MANAGEMENT 4ap ~', C~Q\`W~~
Cf FEOERA i SURANCE ADMiN ON A 64tli~rwawM~
uARY a ~'n~'4 rnL1~AUN11Y~~1 '3g01~8 0087E
THLS IS TO Cf.RTIfY THA7 ON THE 1 T~ H DAY OF ~AN11~Y__ z0 Qf)_ AN ACTUAL
SURVEY NAS WIDE UNDER MY SUPERVISION OF THE PROPERTY SH01YN ON THIS PUT, AND THAT THE BOUNDARY LINES
AND THE IMPROVEMENTS, IF ANY, ARE AS SHO1fN HEREON. THIS PLAT MEElS THE MINDYUM STANDARDS 'OF PRACTICE
FOR lAt1D SURYEYINC"NORTH CAROLINA, BOARD RULE 1800 (21 NCAC Sfi) AND TAE,~,ERROROF~CLOSURE.FOR THIS.
PARCEL DOES'NOT EXCEED ONE (1) FOOT PER 10000 1'£L7 OF PERIM
SQUARE ROOT OF THE NUMBER OF ANGLES TURNED ED NOR .20 SEGO ME$:THE; .
SIGNED ~ ' ' '
SHEET 5
REVISIONS WETLAND DELINEATION MAP
PREPARED FOR
A.A.C.
6.8345 ACRES OF LAND BOUNDED BY OLD STATESVILLE ROAD
ALEXANDERANA ROAD AND EVERETTE KEITH ROAD
TOWN OF HUNTERSVILLE, MECKLENBURG COUNTY, NC
JOB N0. 66827
R.B. PHARR & ASSOCIATES, P.A.
SURVEYING & MAPPING
' ~~~ ,.~20.NAVT.H(72NE LANE ~~CHARII]TTE„ RG ~ 2820a TEL t70a7~376-2186 .
CR V: DRAVN: ~ REVIS D•
GW JH • SCAIE~ DATE: k'ILE ND.
. 1 "=60' .... ... 1 X19/2006 • ?N-3104WL
VICINITY MAP (NOT DRAWN TO SCALE}

t.
WETLAND CERTIFICATION
THIS CER11FlE5 11iAT TMS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF JURISDICTION OF SECTION 404 OF THE C1EAN WATER ACT AS
OEIERMWED 8Y THE UNDERSIGNED ON THIS DATE UNLESS THERE IS A CHANGE
IN THE lAW OF OUR PUBLISHED REGULATgNS THIS DETERMINATION OF SECTION
404 JURISDICTION MAY BE RELIED UPON FOR A PER100 NOT TO EXCEED RVE
(S) YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTWZINC THE
19871 CO F FNgNEEAS WEfLAN DEUNEAl10N MANUAL
NAME:
(SIGH D BY U. ~ ARMYA COR qF ENGINEERS) ~
TITLE: w ,. 1 ~ G ~i~'
DATE I~~ ~-, hofl(p
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u D.B. 4206, PG. 702
JURISTICTIONAL WETLAND "E" PARCEL ID: 019-131-05
W W
THE AREA = 972 SOFT. 0.0223 ACRES TOTAL: 3,03a,353 SF. OR 69.6592 aC.
y N R/W: 50,568 SF. 1.1609 AC.

UNIMPORTANT STREAM "8"
1,602 LINEAR FEET
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444
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SURVEY 11AS MADE UNDER 4Y SUPERVISION OF 20 O6 AN ACTUAL
~ PROPERTY SH J08
Scale
Feet AND THE IMPROVEMENL'S, D' ANY, ARE As SH0
01rN ON Ty1S PLAT, AND THAT THE B

1'=60'' OUNDARY llNES
FOR LAND SURYEYINC'NORTH CAROLINA, BOARD HEREON' THDi PLAT.MEETS THE MINIMUM STANp~DS OF PRACTICE
RULE .JSOa (zI Ncac,se) AND THE ERROR of ccasURE
PARCEL DOES NOT IXCEED ONE (1) FOOT PER R.B. PHARR &

' FoR THL4 .•
(0,000 FEET OF PERIM
SgUARE ROOT OF 1HE NUMBER OF ANGLES TURNED VEYED' NOR 2O• SECON S 'TIMES Tfj><"
.
~
.. ~

~~ SURVEYINi

r20
V

..:
`7~
' SIGNED-S~L.StisiG... ~~~„ . ~
..
CREV: -RAVt~ REVISER NA
TH
DRNE LANE CHARIOTTI
~ ._^
crnir.

S
t
~""G
b L.
2O ®6W
LINE TABLE '~ ~
;'
LINE LENGTH BEARING Hq ~b
w137 24.66' S 6451'13' E .~
WL38 11.61' N 80'37'40' E
WL39 44.67' S 58'07'07' E `+
WL40 34.20' 3 88'3J'OB' E
NL4t 25.29' S 71'25'11' E
wL42 63.72' N 7827'13' E
vA,43 28.26' S 6810'3a' E
WL44 24.04' S 30'43'51' E
VA.45 29.07' N 3921'56' E
wLa6 22.50' N 87'01'i7' E
WL47 43.23' N 7729'52' E
W148 17.67' N 6953'43' E
wL49 26.66' N 8618'11' E
WL50 55.85' N 101710' E
W151 25.88' S 1421'18" w
w152 29.58' S 65'45'1r W
WLSJ 23.97' S 46'44'23' w
wL54 28.16' S 13'32'54' w
w155 34.99' S 0711'23" E
WLSfi 30.72' S 1619'x6' W
WL75 14,fi4' N 72'04'57' E
Wl7fi 20.84' S 88'AO'38' E
VA,77 22.79' S 63'54'30' E
W178 18.28' N 82'04'51' E
WL80 1' N ' t'
wLa1 7,.7 ' lrar
VA,82 33.24' N 3651'11' E
~~ 22.45' S 2222'39' E
WL84 17.8x' N 81'a6'a6' E
~~ 35.86' N 30'08'00" E
~~ 34.32' N 17'575x" E
WL87 22.73' N 34'38'35' E
wt88 2x.47' N 49'31'50' E
''K89 5.56' S 4055'55' E
W190 17.99' S 7227'59' E
w191 54.68' N 22'43'59" E
WL112 34.73' N 51'04'44' W
WL113 43. 5' N 5120'25" W
W1108 14.30' N 82'48"43' E
wL109 13.29' S 5315'50" E
WU10 38.fi4' N 6122'06" E
wUit 23.72' S 48'35'46' E
$C21B"F6'ef UNIMPORTANT STREAM •6.
1"=60' AREA = 156 SOFT. 0,0036 ACRES
78.0 LINEAR FEET
520b
51~
WL89 ~
519 r
m 518 `rr",~
d~~Ss
,~,t12 ~ 520 ~9r~
yA,1t3 r~ ~~ti
520a ? ~.,. F
IMPORTANT STREAM '1'
925 LINEAR FEET
AREA = 3,303 SOFT. 0.0758 ACRES
525
JURISTICTIONAL WETLAND "g"
THE AREA = 823 SQ.FT. 0.0188 gCRES
DOROTHY 0 STOWE
0.8. 2669, PG, 327
PARCEL ID: 019-121-Og
870,622 SF, OR 19.9867 AC. 537
532
IMPORTANT STREAM "1' BEGIN
UNIMPORTANT STREAM '1"
AREA = 1,625 SOFT, 0.0373 ACRES
fi35 UNEAR FEET
53
535
t~
522
523
526a "~ 524
52181 ~ 526
c yti111
;M,t09
~526c
0 526d
~ ~~Q
0~ ti0
A~ p~~~,
~a hho~1
1~
y{"
533
PATTIE H KEEPERS
D.B. 10945, PG. 989
PARCEL ID: 019-131-i7
704,707 SF. OR 16,1778 AC.
536
s`0
537
UNIMPORTANT STREAM "5'
,`P ~,^• W1.44 538 SSEUNEAR ~ETFT. 0.0035 ACRES
~^~N.in.rphaY
~~ 540 539 ~ ~ ~°~ ~AI~Q'~
,~0 ~~ 600 ANC +~+° Qb'P~a~.~.~a~+.~/~'~"0
~~ 0~~. t T JPtC a ~~ °Q~pFEBE/p~ ~ s
~1 ~ ~ ~~~ s e ~ ~ ~ ~ s REVIS.
m4 ~ 5ttE6 = f = 3
°. Cry 601 ~e ;t7,o~~aR a i
' r .P,~J` 541 ~ FLOOD CERTIFICATION FAN °~ ~ y ~~ ~'
'~ ~ ~ THIS IS TO CERTIFY THAT THE SUHIECT PROPERTY IS NOT • A ~ ~~~ o`' ~~a
.~
~1 ~a~ LOCATED'A SPECLIL FLOOD HAZARD AREA AS SHOWN QN 6 f ~ N ~w~ ~~
rQ 542 Q RAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT ~~P" ~`~~
b~ 0 a 9 CY D I SU NCE ADM ~'
e~~~uNl~r'~'~~"'398i~a aoa7E "`~~~~~•~
g~ 543 '~' s~
9 ~ S THIS LS TO CERTIFY THAT ON THE 9TH DAY OF JANUARY ZO Q6 AN ACttJAL
.M,S O ~ S n SURVEY WAS MADE UNDER MY SUPERVISION OF TAE PROPERTY SHOWN pN THIS pLAT, AND THAT THE BOUNDARY LINES
~ ~ 09 AND THE IMPROVEMENTS, 1F ANY, ARE AS SHpIfN HEREON. THIS PLAT MEE[S THE 6UNINUM STANDARDS OF PRACTFCE
q FOR LAND SURVEYING'NORTH CAROLINA, BOARp RULE .1600 (21 NCAC 56)'.ANO THIi ERROR~OF CLOSURE FOR THIS ~
PARCEL DOES NOT IXCEED ONE (1) FOOT PER 10000 FEET OF PERIMETE1i RVEYED NOR. 'SEGO S T1MES THE.. ,
53yCf 544 ~ 9 SQUARE ROOT OF THE NUMBER. OF. ANGLES TURNED. "
ILdglp, ~ SYj ~~0 :. .. ~ SIGNED ~ ~ .' ~ ' ~ CREV:... AVN:
I I INF TA I F
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/~
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~ ~ W
~

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~ ~ S1TE W

~
F
tP
LEXANDERANA D
VIOINITY MAP (NOT DRAWN TO SCALE)
WETLAND CERTIFICATION
TH5 CERTIFIES THAT THIS COPY Of THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS
OE1ERwNED BY THE UNDERSK;IJED ON THIS DATE UNLESS THERE 5 A CHANGE
IN THE TAW OF OUR PUBLISHED REGUTATiONS THIS DETERMINATION OF SECTION
404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT i0 EXCEED FNE
(5) YEARS OM THIS OATS. THIS D RMINATION WAS MADE UTILIZING THE
1987 CO OF ENGINEERS WETUW EUNEATION MANUPL
NAME: '
(SIGN O 8Y U.S. ARMY CO 5 F ENGINEERS)
TITLE:
DATE: Q!! Cslit ,-1.T~1 /n
d2A~fA~d6~(p

SHEET 7
WETLAND DELINEATION MAP
PREPARED FOR
A.A.C,
6.8345 ACRES OF LAND BOUNDED BY OLD STATESVILLE ROAD
ALEXANDEAANA ROAD ANO EVERETTE KEITH ROAD
TOWN OF HUNTEASVILLE, MECKLENBURG COUNTY, NC
JOB N0. 66827
R.B. PHARR & ASSOCIATES, P.A.
SURVEYING ~ MAPPING
.x20 HAVTHDRNE LANE CHARLOTTE,. N.C 28204 TEL f104> 376-2186
°` SCALE: DATE: FILE N0:
T "=60' - ~ T / 19/2006 W-3104WL '
527
528
0
529 ,~
530 '~''~
ti~~A
? `~Fti
ti~ cF
6~

MPP REF~RENPD 63
NC OR1~:
~s
SSS
~~q\J49~
0 k
2
SlF pJO92.
Fi\

\ JURISTICTIONAL WETLAND "A"
AREA = 1,050 SQ.FT. OR 0.0241 ACRES
a ~ 616G
,~' w 615G
9. ~?
~~, 614c
~N~7..
~L"~ 613
614 ~
\ 612 6~
~ X811 ~_ 608- 607 605 ~"-
~ so9 ~~- o
610 608 606
NON-JURISTICTIONAL CONVEYANCE
PATTIE H KEEPERS
D.B. 10945, PG. 489
PARCEL Ip: 019-131-17
704,707 SF. OR 16.1778 AC.
1
~ i
~ ..
o~~
2 ~
~ ~
~ ~
ti y
q ~ ~~D
y0
a 'y~~
i o° ~a'~
2 ~4y,
~, ~a
~~
e
LINE TABLE
LINE LENGTH BEARING
w167 27.23' S 2434'23" w
w168 1x.68' S 8628'54' w
WL69 1x.68' S 29'18'x2" w
WL70 22.x2' N 59'30'x7' w
wL71 11.71' N 08'24'37" W
~ O
~ ~
~, o
~ -a ~
~ ~/~
~ ~ ~,
z ~ r ~
~ G O ~
II N h
~ y~r. N ~
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LEXANDERANA D `~
VICINITY MAP (NOT DRAWN TO SCALE)
WETLAND CERTIFiCAT10N
THIS CERTIFIES THAT THIS COPY OF THIS P1AT ACCllRATELY DEPICTS THE
BOUNDARY OF JURSDICTION OF SECTION 404 OF THE C1EW WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DAZE UNLESS THERE 6 A CHANGE
IN THE lAW OF OUR PUBLISHED REGUtATiONS THIS DETERMINATION OF SECTION
404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT i0 IXC~D FNE
(5) YEARS N THIS DATE. THIS D MINATION WAS MADE UTILIZING THE
1481 f ENGIN S D NEATION MANUAL.
NAME:
(SIG. 8Y U.S. ARMY CORF~ ENGINEERS) e
TITLE: ~12.ri,r~, ono , ,~„ (1. ast~
DATE: _~~G/t (' ~~
~ a'ta7ta.3 C~'f ~
0*~xmxrNp~
pr
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~°Z~ CAR
P
~
~,~ ,,, l
,~
~~++'~~881p
,~2,
?
SHEET 8
~
~
9
4~
~
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:
~ REVISIONS WETLAND
p~7 ?
~v o~ L"I`tvO ~~ ~_
4 ~ +'~
PRE
FLOOD CERTIFICATION `+~` j'+~Q~g~~O' (~~
` ~ t°'
" ~
THIS 1S TO CERTIFY THAT THE SUBJECT PROPERTY IS NOT
_ IACATID"A SPECIAL FLOOD HAZARD AREA AS SHOIYN ON
MAPS PREP
RED BY T
E x~.,w~
~ :
~ ~ ~ O~~ ~'
~ ~
+ 6.8345 ACRES OF LAND BC
ALEXANDERANA ROAD
A
H
FEDERAL EMERGENCY MANAGEMENT
~~r~r'DaeR''~'o~'a01~"nLI~aUNi~f~~lN'3g~1~8 0087E ~
r+'~
'"'~xm.w TOWN OF HUNTERSVILLE,
THIS IS TO CERTIFY THAT ON THE 9TH _ DAY OF JANUARY
SURVEY xAS MADE UNDER MY SUP J~
ERYLS[ON OF T1jE PROPERTY SHOWN ON~D ~T ~E BOUNDARY uN1s
AND THE~~IMPROVEIfENTS, IF ANY, ARE AS SHOYfN HEREON. THIS PGT
M R
B
PHARR &
---
EETS THE. MINIMUM:STANDARDS OF PRACTICE
FOR LAND SURYEYING"NORTH CAROLINA; BOARD RULE .1600 (21 NCAC.56) AND THE ERROR .OF CLOSURE FOR THIS
-PARCEL DOES NOT E%CEEO ONE (1) F00T PER 10Q00 FELT OF PERB( ,
,
SURVEY
SQUARE ROOT OF THE NUMBER OF ANGLES TURNED. .. ~ YEYED OR: 20 SECON MES THE .
mrvc" ~ ~~ ~- ~'~~ ~~ `' ,..
CREV, -RAYN: RFVICPn, A20 NaviNORNE LANE: CNARLI
_
FILE ND:
W-3104WL
Scale"Feet
1"= sp'

WETLAND CERTIFICATION
tiC9A ~ THIS CERTIAES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
~Q 80UNOARY OF JURI5DIC11pN OF SECTION 404 OF THE CLEAN WATER ACT AS
C'Q/ F'~~C. P„~ OEfERMINEp BY THE UNOER$IGNEO ON THIS OATS UNLESS THERE IS A CHANGE ~
"P >a, M THE NW OF OUR PUBLISHED REGUlATI0N5 TH6 pETERMINATION OF SECTroN ~
~ ~~/C =~ ~, 404 JUPoSOICTION MAY BE REUEO UPON FOR A PERI00 NOT TO EXCEED FNE ~~
q0F ~ ~ (5) YEARS FROM THIS DATE. THIS DEIERMINAiION WAS MApE UTILIZING THE d Ix~
8~ ~s ~~ 1987 COR OF ENGINEERS WETlANO NFATION MANUAL ~~ ,p
RB~° NAME: ~16
3 (SIGNED BY U.S. AR CORNEER,S,) ~I ^•r, ~ ~
~d
y TITLE: ~~ 61~~ d~
Da1E: ~
~p ~ 300 S~ ~°~
~~ 543
X59
DOROTHY 0 STOWE JURISTICTIONAL WETLAND "F" "'0 544
D.B. 2669, PG. 327 AREA = 3,424 SOFT. 0.0786 ACRES 5 6 5~~
PARCEL 10: 019-121-09 RIJfi~ 545
870,622 SF. OR 19.9867 AC. NON-JURISTICTIONAL CONVEYANCE
5 yA,3a ~ 545
W1549A 549
~~ 'x'33 547
h~
564 ~ 5496 ;~~ ~~~
0 ~~
~h a6 ~~~ UNIMPORTANT STREAM '1'
563 ~' Z a a•~ 635 LWEAR FEET
562 ~°` ~ ~ 3 ~~ X05 AREA = i,625 SOFT. 0.0373 ACRES
,~, r^n, 550 y o ~P?
560 ~` VP's 55 t ~e~ /q
~ PATTIE H KEEPERS
> 552 3 %/ D.B. 10945, PG. 489
'r ~ PARCEL 10: 019-131-17
559 553 704,707 SF. OR 16.1778 AC.
~ ~~~
Q '~ 554 R'
558 (\~ ~, ~~.
~ 555
557 ~ . '~
556
_ / ~
~;,~~
~~~
oy/. s
P f0
1P.7
~~~~ 60
r
Q-' KATHERINE DAMS DICKINSON
I 4 • 0.B. 14191, PG. 235
PARCEL ID: 019-131-16
Scale"Feat
T~=so'
540
P
~'
541
542 Q0.`
0
r+0(~~ ~ARQ~~
~~ 1*I~IMI/~ 11
r `, ~~'~~FE88//~,~/ 's,
f • Q~ ~~' ~
~~1 ~;
I ~'" _ ~ a
eC sr +
1N %9'~~ ~i' ~
FLOOD CERTIFICATION +
THIS IS TO CERTIFY THAT THE SUBJECT' PROPERTY IS NOT y~~ ~ C~~~~~~ ~
IACATED'A SPECLIL FLOOD HAZARD AREA AS SHOWN ON rrrMr
YAPS PREPARED BY THE FEDERAL EIfERGFIICY MANAG1ikENT
~~~iiAR~D~'n~4°~'~MU~"IpN'`~LN3~~1~D58 0087E
THIS IS TO CERTIFY THAT ON THE I`TFI DAY OF JANUARY`- 20 ~6 AN ACNAL
SURVEY WAS MADE UNDER M1f SUPERVISION OF THE PROPERTY SH011'N ON
AND THE IMPROVEMENTS, W ANY, ARE AS SHOWN THIS PEAT, AND THAT THE BOUNDARY L1NE5
FOR_LAF10 SURVEY]NG'NORTH CAROLINA, BOARD RUIE~.1600 (ZISNCAC SBE~ THE NININUMSTANDARDS'OF PRACSICE ~~
PARCEL DOES NOT IXCEED ONE (t) FOOT PER 10,000 FEET OF PERIM y S YEYEDRNOR OF CIASNRDE FOR THEE
SQUARE ROOT OF THE NUMBER OF ANGLES TURNED.
SiCNED ~~~'
LINE TABLE
UNE LENGTH BEARING
WU 15.52' S 34'41'41" W
wL2 23.86' S 74'03'11' w
wl3 12.10' N 76'37'59" W
WL4 27.43' S 83'00'50" W
wL5 17.64' S 72'16'41' W
Wlb t7.9a' S 7651'46' w
v47 29.11' N 77'28'23" w
wL8 ifi.86' N 26Z3't3" E
WL9 15.93' N a8'a3'12" E
WL10 24.21' N 69'03'00' E
WL17 19.18' N 76'30'37' E
WLI2 t7.2T S 76'32'44" E
Wlt3 12.42' S 64'25'04" E
WL14 11.27 S 78'35'54" E
WliS 28.fi2' S 77'57'23" E
SHEET 9
REVISIONS WETLAND DELINEATION MAP
PREPARED FOR
A.AIC.
6.8345 ACRES OF LAND BOUNDED BY OLD STATESVILLE ROAD
ALDUINDERANA ROAD AND EVERETTE KEITH ROAD
TOWN OF HUNTEASVILLE, MECKLENBURG COUNTY, NC
JOB N0. 66827
R.B. PHARR & ASSOCIATES, P,A.
•SURVEYING & MAPPING
. X20 VjAVTHpRNE LANE ~ EWIRLDTTE: ~NL 26204 TEL [phone]
CREGW Daa~H REVISED SCALE ~ „-60, DATE
FILE ND.
1/19/2006 W-3104WL
VIC1NlTY MAP (NOT DRAWN TO SCALE)

1 0
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N~ p
O ,®
~ 9~
W ~ -1
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N ~ ~
m
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= G O ~
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a .c
SITE ~, Ro
~ ~PS~F
N
LEXANDERANA 0 J
VICINITY MAP (NOT DRAWN TO SCALE)
WETLAND CERTIFICATION
THIS CERTIFlES THAT THIS COPY OF iH6 PLAT ACCURATELY DEPICTS THE
80UNOARY OF JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS
DETERMINED 8Y THE UNDERSIGNED ON THIS PATE. UNLESS THERE IS A CHANGE
IN THE LAW OF OUR PUBLISHED REGULATIONS THIS DETERMINATN)N Of SECTION
404 JIIRISOICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED RNE
(5) YEARS THIS DATE THIS OEIERMWATION WAS MADE UTILIZING THE
1981 OF ENGWEERS WETLAND NFATION MANUAL
NAME:
US. ARRMY COR ENGINEERS)
TITLE: _ .,_.Q.iX7W 1w i ~,,,~
DATE ~/!~ ~, a~
~~3~7~~
120
Scale"Feet
1"= 60'
~ ~
~G
IMPORTANT STREAM '3'
J,593 LINEAR FEET
AREA = 20,198 SOFT, 0.4637 ACRES
2
U
3
.la
>,
= W
h to
CH10
719
Dry
7
1N
~~~~ 718
717
ho
„~
716
m
714 715
}11 gLi'iM
yp.
713
~ 712
LINEAR WETLAND ~'
AREA = 1,672 SO.fT. 0.038a ACRES 711
709 rf ,. 710
704
c,1
03
BERSTORFF CORP 702
D.B. 4206, PG. 702 ,~h
PARCEL I0: 019-131-05 ~
TOTAL• 3,034,353 SF. OR 69.6592 AC
706
R/'N: 50,568 SF. 1.1609 AC. 701 UNIMPORTANT STREAM '2'
1,420 LINEAR FEET
~ AREA = 5,802 SOFT. 0.1332 ACRES
n BEgN UNIMPORTANT STREAM 2 /
ENO IMPORTANT STREAM 4 JOIl, /1/
b
"~ y5 Z !s
CH 13 ~ ~`} 5111 ~~
CHi2
CH11
r\1N
FLOOD CERTIFICATION
THLS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS NOT
LOCATED'A SPECIAL FIAOD HAZARD AREA AS SHOMN ON
YAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT
ff~~~AI~~N'3~(1~8 0087E
TH]S LS TO CERTIFY TNA7 ON THE 19TH DpY OF
SURVEY KAS MADE UNDER MY SUPERYLy70N OF THE PROPERTY SHpNN
AND THE IMPROVEMENTS, ff ANY, ARE AS SHOl1N HEREON. THIS p1AT
FOR LAND SURVEY]NG'iIORTH CAROLINA, BOARD RULE .1600 (21 NCAC
PARCEL DOES NOT EXCEED ONE (1) FOOp' PER IpOpO FELT OF PERWF
SQUARE ROOT OF THE NUM9ER OF ANGLES TURNED. /
SIGNED
N 46'18'09" W 280.13'
/ ~
/ WETLANDS TIE TO EIP
^p111Mb1q~1
~tNIN40~o~
,°
: c e, ~'~. A i ~~ ~9
3G ';yy~, o~~ ty~,,;
`~~` y~~3URVE~,~' (~
~~~ 44 ~W~ ~ ~.
9g~o ~ C tO~\+~a
~~wrr~wM~~
UJUARY 20 O6 AN ACTUAL
IS PLAT, AND THAT THE BOUNDARY LINES
THE MINIMUM STANDARDS OF PRACTICE
I THE ERROR"OF CLOSURE FOR-THIS
I~VEYED NOR "20 SECONDS~~FS THE .
' ~o
~h b~ ;
~~ ~~1
SHEET 10
24'
~~
~e
Ztfti/A
Yrp L

d .
x
Mqp
N~ ~RaFFFR ,~~`"~ >.
. ~NCF =
q0 83 °~s
_ ~
WETLAND CERTIFICATION o ~
THIS CERTIFlES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS
DETERMINED 8Y THE UNDER9GNED ON THiS DATE. UNLESS THERE IS A CHANGE ei
IN 111E LAW OF OUR PUBLISHED RECUtATI0N5 TH6 DETERMINATION OF SECTION sbF~ r1~
404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FNE
(5) YFARS FROM THIS GATE THIS DETERMINATION WAS MADE UTILIZING THE SHEET 10 ~
1981 CU h tN(0 tH5 Wti U UtUNtAIIUN MANUAL g4EET 11 Fkl ,N1,5A5
NAME:
(S ~ ~ • • ARMY 0 OF ENGIN ERS) ~'
tiTLE:
DATE p~uUCo
ta3c~lly
TH[S IS TO CERTIFY THAT ON THE 19TH DAY OF JANUARY 20 O6 AN ACTUAL
SURVEY MAS MADE UNDER NY SUPERVISION OF THE PROPERTY SHOrTI ON THIS PLAT. AND THAT THE BOUNDARY LINES
ANO THE IMPROVEMENTS, IF ANY, ARE AS SHO1R7 HEREON. THIS PLAT MEETS THE NDRIIUN STANDARDS OF PRACTICE
FOR IAND SURYEYING"NORTH CAROLINA. BOARD RULE .1600 (21 NCAC 561 AN THE ERROR OF CLOSURE FOR THIS
SQUARE ROOT OFTTHE NUMBER OFIANGLES TURNED.O ~ OF PERIM YEYED R 2D"SECO }s THg
SIGNED ~`~
FLOOD CERTIFICATION
THIS IS TO CERTIFY 'THAT THE SUBIECT PROPERI7 I$ NO
LOCATED'A SP£CLU, FL000 HA2ARD AREA AS SHOMN ON
NAPS PREPARED BY THE FEDERAL EI(ERCENCY MANAGEMENT
AGENCY, FEDERAL MSURANCE AONINISTRATION, DATED 'LI
FEBRUARY 4, 2004 COMMUNITY PANEL 370158 0087E ~~6,

~°'~~1 CARQ'*
/o
e Q'
~ ~98,
s tNtrtltnrr C
~
1
C~.. ,i

:`":~ ± _
.~ 69
~; ~;
SA ,~' 0
~s yfv ~bRV~ a~'
tv~
(?
~y~~ Ar~111~~V
\ ~~3'
~\
•~i~ , ~
O
~~,
L
W
~asr NrMMO
I CH24
CH26 ,312 Mt313
~C}-
~
7 ~r
~
~ CH25
CH 27,0
~
_ I ~
CH2 0 ~

;~lo. CH29 n UNIMPORTANT STREAM "7"
79 UNEAR FEET
N a ~0 l~, AREA ~ 235 sq.Tt. or 0.0052 acre

W
m ~
WL303 801
2
CH
CH30
~
z CH35 ~ CH31 ~
~I W ge CH33 CH32 802
3 ti wL29a
z
~ ^ UNIMPOR
'
"
CH
B
' CH36
,NLZy6 TANT STREAM
2
`
F 1,420 UNEAR FEET

CH401 CH37
h AREA = 5,802 SOFT. 0.1332 ACRES
" CH 39
120 Rn
Scale"Feet
i"=60'•
CHARLOTTE INTERNATIONAL DEVELOPERS
D.B. fi949, PG. 634
PARCEL ID: 019-131-1a
TOTAL: 59,338 SF. OR 1.3622 AC.
R/W: 6,822 SF. OR 0.1566 AC.
a
~~
2d
~)
Vti341 '/
MATCHUNE
~~
A...
UNIMPORTANT STREAM '2"
1,420 LINEAR FEET
lrrZ ,~ AREA = 5,802 SOFT. 0.1332 ACRES
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REVISIONS WETLAND DELINEATION MAP
PREPARED FOR
A"A.C.
6.8345 ACRE3 OF LAND BOUNDED BY OLD S7ATESVILLE
ALEXANDEAANA ROAD AND EVERETTE KETI'H ROAD
TOWN OF HUNTEASVILLE, MECKLENBURG COUNTY, NC
JOB N0. 66827
R.B. PHARR & ASSOCIATES, P.A.
SURVEYING & MAPPING
420 HAVTHDRNE LANE CHARLOTTE, N.[ 28204 TEL. [phone]
avN: R vts£n: SCALE DATE
JH 1''=60' 1/19/2006 FILE~03104WL
VICINITY MAP (NOT DRAWN TO SCALE)
SHEET 11

~~, .', .
WETLAND CERTIFICATION
THIS CER-FIES THAT THIS COPY Of THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS
DETER4INED BY THE UNDERSIGNED ON 1HIS DATE. UNLESS THERE IS A CHANGE
IN THE LAW OF OUR PUBLISHED REGULATIONS THIS DETERMINATION OF SEC110N
404 JURI~ICTION MAY 8E RELIED UPON FOR A PERIOD NOT TO EXCEED FNE
(5) YEARS FROM THIS DA1E 1
HIS OElER611t1ATI0N WAS LIADE UTIUZiNG THE
1981 W OF tNGINttHS WtILAN UtUNtAIIUN MANUAL
NAME:
IGNED AY U.S. MY CO NGINEERS)
TITLE:
DATE:
~,~~j,
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THLS LS TO CERTIFY THAT ON THE 19TH DAY OF JANUARY
SURVEY A'AS MADE UNDER MY SUPER4ISlON OF THE PROPERTY SHOIPN ON THIS PLAT
AND THE IMPROVp1ENTS
AND 1T{
6 ANY
y THE6B
ARE
,
,
.
.
OUNDARY IlNES
AS SHOIIN HEREON. THLS PUT MEETS THE M[NIMUM STANDARDS OF PRACTICE
FOR LIND SURYEYINC"NORTH CAROLINA. BOARD RULE .1600 f21 NCAC 561 A THE ERROR OF CLOSURE FOB TTDS
PARCEL DOES NOT EXCEED ONE (1) FOOT PER
10,000 FEET OF PERD(
SgUARE ROOT OF THE NUMBER OF ANGLES TURNED YEYED NOR
SECOND
THE * ! '
, ~
SIGNED
FLOOD CERTIFICATION
THIS LS TO CERTIFY THAT THE SUBfECT PROPERTY IS NOT
LOCATED"A SP£CiAL FLOOD HAZARD AREA AS SHO1R1 ON
MAP ~rrmaa,aA
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S PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT
AGENCY, FEDERAL INSURANCE ADMINISTRATION r~
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FEBRUARY 4. ZO_ 04 COMMUNITY PANEL 370158 0087E /

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PARCEL ID: 019-121-07
830,486 SF. OR 19.0653 AC.
LINE TABLE
LINE LENGTH BEARING
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wL523 at.25' N 86'58'05' E
wL52a g,2g' N 89'08'n" E
wL525 39.94' S 84'28'31" E
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wL528 1a.62' S 20'33'22" E
WL529 t8.83' S 49'22'07" E
wL530 tfi.97' N 47'44'54' E
w1531 19.97' N 0674'04' w
SHEET 12

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DATE : 03/23/06
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B U RTO N
ENGINEERING
.ASSOCIATES
CIVIL ENGINEERS
LAND PLANNERS
5950 Fairview Rd. • Suite 100•Charlotte, NC 28210
' [phone] - Fax [phone]

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