20070191 Ver 2_401 Application_20070907

/'
~ Soil & Environmental Consultants, PA
236 LePhillip Court, Suite C Concord, North Carolina 28025 Phone: [phone] Fax: [phone]
www.SandEC.com
To: US Army Corps of Engineers
' Asheville Regulatory Field Office
Attn: Steve Chapin
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
From: Wendell Overby
Soil & Environmental Consultants, PA
236 LePhillip Ct, Suite C
Concord, NC 28025
PSI D7-o~q~ Y2
September 10, 2007
S&EC #5-1471wx
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Re: Bryton Town Center-Huntersville, NC
Q~~~ad~~
SEP 1 2 2001
~NETIAN S~i1NpW ~~ y~
On March 15, 2007 a NW Permit 39 (2007-372-360) approval was issued by the USACE for the
proposed Bryton Town Center. On March 1, 2007 a 401 Water Quality Certification (#07-0191)
was issued by the DWQ for the Bryton Town Center. The 404 permit expired on March 18,
2007. However the applicants had 12 months from that expiration date to perform the work. Due
to the short approval timeframe, scale of project and inability to perform large scale grading via
Mecklenburg County the approved impacts have not been performed to date. For these reasons
the previous applicant requests re-authorization of the same impacts. No changes have occurred
with the development since the initial PCN submittal. Jurisdictional streams and wetlands were
approved prior to the Rapanos decision. A jurisdictional determination is enclosed with this
submittal as well as a receipt from NC EEP for mitigation payment.
On behalf of the owners, Huntersville Corporate Center, LP and Huntersville Town Center, LP,
please find attached a complete application and supplemental information requesting written
concurrence from the U.S. Army Corps of Engineers (USACE) and the North Carolina Division
of Water Quality (NC DWQ) that the activities proposed below may proceed utilizing
Nationwide Permit 39 and the appropriate Water Quality Certification. Please contact me if you
have any questions or require additional information.
PROJECT SUMMARY
Pro'ect Name B on Town Center
Pro'ect T e Mixed Use
Owner / A licant Huntersville Town Center, LP/Huntersville Co Center
County Mecklenbur
Nearest Town Huntersville
Waterbod Name Cane Creek
Basin /Sub-basin Yadkin/03-07-11
Index Number 13-17-4-2-1
Class C
Greensboro Office: Raleigh Office:
3817-E Lawndale Drive 11010 Raven Ridge Road
Greensboro, NC 27455 Raleigh, NC 27614
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]

IMPACT SUMMARY
Stream Impact (acres): 0.322
Wetland Impact (acres): 0.172
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres): 0.494
Total Stream Impact (linear feet): 3815
Attachments:
Pre-construction Notification (PCN) Application Form
Agent Authorization
USGS Vicinity Map & Mecklenburg County Soil Survey
USACE Jurisdictional Determination (Action ID# 200630046)
EEP receipt
Impact Maps & Site Plans
Preliminary Stormwater Management Plans and Calculations
Wetland Data Forrns
$570.00 Water Quality Certification Fee
Impact Justification Letter
Prior USACE NW 39 Permit (2007-372-360)
Prior NC DWQ 401 approval (#07-0191)
The proposed project will be a high density, mixed use development including retail, residential
and commercial facilities on f223 acres of land. The subject property is located east of Hwy 21,
north of Alexanderana Road, and west of Everette Keith Old Statesville Road to the west. The
approximate property boundaries are shown on the attached USGS Topo Quad vicinity map. The
site consists predominately of mixed pine hardwood forest with a few vacant single-family homes
located along Old Statesville Road. The USACE approved wetland delineation performed by
S&EC, PA on March 22, 2006 (Action ID #200630046).
The applicant proposes to impact 3,866 linear feet (0.32 acres) of stream channel and 0.173 acres
of wetlands for grading and fill associated with the proposed development. No other impacts to
jurisdictional features are proposed. All proposed stream impacts occur to USACE field
determined non-mitigable streams. Approximately 379 if of the proposed stream impacts will
occur to NC DWQ determined perennial stream. The applicant has paid for stream and wetland
mitigation to the NC EEP to meet prior mitigation requirements.
As per proposed plans 7,148 square feet (.164 acres) of wetlands and 6,276 linear feet stream
channel will remain undisturbed upon project completion. A 35' SWIM buffer designated on the
largest stream central to the property will be maintained. The applicant proposes dedicating
50,000 sf of additional riparian buffer (beyond the 35' SWIM buffer) to the aforementioned
stream. To further avoid impacts to jurisdictional features the applicant proposes constructing a
bridge for a future thoroughfare road as indicated on attached plans. Proposed storm water
management facilities will be constructed as per NC DWQ BMP criteria (85% TSS).
Please call if you have questions or comments regarding the information provided.
Sincerely,
~ ,~
.~~~ ~~
~~
Wendell Overby
NC Licensed Soil Scientist J
NC Registered Forester ``/

Office Use Only: Form Version March OS
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
PAID
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Watersheu er 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: 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 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 ~a~g{e}~(~/]
4), and the project is within a North Carolina Division of Coastal Manag ~~~~L.~~t] ~!
Environmental Concern (see the top of page 2 for further details), check here:
II. Applicant Information
1. Owner/Applicant Information
S E P 1 2 2007
DENR -WATER QUALITY
YYETWrp3 M1D STO(tbIW.AT~t BRANCH
Name: Huntersville Corporate Center, LP &Huntersville Town Center
Mailing Address: c/o Barry James
3700 Arco Corporate Drive, Suite 350
Charlotte NC 28273
Telephone Number: 704-295-4005 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: Wendell Overby
Company Affiliation: Soil & Environmental Consultants. PA
Mailing Address: 236 LePhillip Ct
Suite C
Concord NC 28025
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: woverby(a~sandec.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 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: Bryton Town Center
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 01913105 01913103 01932101 01913117
01932113, 01913131, 01912109, 01912108, 01912107
4. Location
County: Mecklenburg Nearest Town: Huntersville
Subdivision name (include phase/lot number): n/a
Directions to site (include road numbers/names, landmarks, etc.): I77 south to exit 23
(Gilead Road), turn left, take NC hw,y 21 south to Alexanderana, turn left and site is on left
before intersection of Everette Keith Road and Alexanderana.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35°22'26"N, 80°49'38.8"W
6. Property size (acres):_226.8345 acres
7. Name of nearest receiving body of water: Unnamed Tributary to Cane Creek (C waters
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/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: Several abandoned single-family residential homes,
primarily mixed pine hardwoods and small open fields. Residential and commercial
developments on adjacent properties. Public educational facilities also adjacent.
Page 6 of 13

10. Describe the overall project in detail, including the type of equipment to be used: Project is
planned as high density, mixed use with approx 850,000 sf of retail on ~85 acres, 1 million sf
of office and business park on ~95 acres, and approx 500 dwelling units on ~30 acres. Heavy
equipment including bulldozers and backhoes will be utilized for site preparation and
development.
11. Explain the purpose of the proposed work: Construction of mixed use development
including commercial, retail and residential development as outlined in 10. Impacts
associated with fill due to site preparation.
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. Action ID# 200630046
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
No future impacts are anticipated. Area shown as undeveloped will not result in additional
impacts as per applicant.
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.
Page 7 of 13

1. Provide a written description of the proposed impacts: Proposed stream and wetland
impacts to occur due to site preparation for construction of buildingyparking~areas, roads
resulting in 0.172 acres of wetlands and 3815 if of stream. Impacts result from ading_of,
project which exhibits steep topog_raphy and need for level floors in proposed buildings.
Project area zoned as high density and therefore a high level of build-out proposed in
uplands.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
( es/no) (linear feet)
C-C Fill Riparian No 0 .035
D-D Fill Linear wetland/seep No 0 .035
G-G Fill Headwater No 300 .024
H Fill Herbaceous No 120 .078
Total Wetland Impact (acres) 0.172
3. List the total acreage (estimated) of all existing wetlands on the property: 0.34
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles. showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
(acres)
A-A UT to Cane Creek Fill I 3.1 510 .037
B-B UT to Cane Creek Fill I 3 67 .005
C-C UT to Cane Creek Fill I 3.5 1,397 0.12
E-E UT to Cane Creek Fill 1 4 1,412 0.13
F-F UT to Cane Creek Fill I 2.75 79 0.01
J-J UT to Cane Creek Fill I 2.5 350 0.02
Total Stream Impact (by length and acreage) 3,815 0.322
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma) ocean, etc.) (acres)

N/A N/A N/A N/A 0
Page 8 of 13

Total Open Water Impact (acres) 0
6. List the cumulative im act to all Waters of the U.S. resulting from the ro'ect:
Stream Impact (acres): 0.322
Wetland Impact (acres): 0.172
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.494
Total Stream Impact (linear feet): 3,815
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): n/a
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): n/a
Current land use in the vicinity of the pond: n/a/
Size of watershed draining to pond: n/a Expected pond surface area: n/a
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.No impacts proposed for
USACE designated `mitigable' streams. Required thoroughfare road will be bridged over
perennial stream (avoidance) at the developer's cost. SWIM buffer will be maintained and
additional (~50 OOOsf) of SWIM area will be added where indicated. Headwalls have been
proposed in areas to lessen impacts. Small area of proposed wetland impact as compared to
project size. Small amount of DWQ determined perennial stream to be impacted. Stream
mitigation has been accepted by NC EEP. Approximately 6327 if of stream and 7148 sf of
wetland will be avoided ~ the proposed development. See applicants attached cover letter
regarding impact justification and zoning.
Page 9 of 13

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.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http: //h2o. enr.state.nc. us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No impacts are proposed to USACE determined `mitigable' streams. Proposed impacts to
DWQ mitigable streams is 397 lf. Applicant proposes payment to NC EEP for proposed
DWQ_perennial stream impacts. Proposed wetland impacts are small (0.172 acres). A
proposed thoroughfare road will be bridged to avoid perennial stream impacts. Additional
SWIM riparian buffer (SO,000sfZproposed by applicant as well. Storm water mana eg ment
facilities will be constructed outside of jurisdictional features and designed to meet DWQ
BMP specs for biorentention.
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
Page 10 of 13

additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 397
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount ofNon-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
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 ^
*We have contacted the NC State Clearinghouse to confirm this and are awaiting their response.
We will forward this response once received.
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 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
(s uare feet) Multiplier Required
Miti ation
1 NA 3 (2 for Catawba) 0
Page 11 of 13

2 NA
Total NA
3.
* Zone 1 extends out 30 feet perpendicular
additiona120 feet from the edge of Zone 1.
1.5
the top of the near
If buffer mitigation is required, please discuss what
Donation of Property, Riparian Buffer Restoration ,
Riparian Buffer Restoration Fund). Please attach all
within 1 SA NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Proposed development will clearly exceed 20%.
Proposed stormwater management facilities will meet NC DWQ BMP specs (85% TSS). Project
en ig~neer proposes the use of bioretention cells. We request conditional 401 approval since final
design specs and O&M agreements not complete at time of PCN submittal. Preliminary
Stormwater calculations are attached with PCN.
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.
Proposed development to be served by municipal sanitary sewer. Any stream crossings will be
by directional drilling resulting in no impacts to jurisdictional features._
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 anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
We have reviewed the "DRAFT" Internal Policy, Cumulative impacts and the 401 Water Quality
Certification and Isolated Wetland Programs' document prepared by the NC DWQ on 4/10/01.
This project does not meet the three criteria of private pro,Lects that can result in cumulative
impacts.
Zone 2 extends an
type of mitigation is proposed (i.e.,
Enhancement, or Payment into the
appropriate information as identified
Page 12 of 13

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).
Appli
(Agent's sign
`~/~/C~
s Signature Date
only if an authorization letter from the applicant is provided.)
Page 13 of 13

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The Department of the Arm},
U.S. Army Carps of Engineers, ~1~'ilmington District
P.O. Box 7 8~0
Wilmington, NC 2f?4O2
Attn: Steve Chapin _
Field office: Asheville
Re: Y1'ettands Related Can4ultinf; and Permitting
'To Whom It May Concern:
I, the current property ou~n~~r, hereby designate and authorize Sail & lnvironmental Consultants, loc. to
act in my lx>ha.lf as my agent in thca processing of permit applications, to furnish upon request
supplemental information Ifl suF•rpart of applications, etc. from this day forward. 7•he „_ _._~_ day of
This notification supersedes any prE~vious correspondence coi)ccrnulg thc~ agent for this project.
l`dQTICE: This authorization, far liability and professional courtesy reasons, is valid ort.ly for
government officials to enter the property when accompanied by Sc'~EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
PrintPrnperty ~vner's Name ~_~~---
cc: Mrs. Cyndi Karoly
NCDENR - DtN
2321 Crahtre~e B1vcI., Ste 25~
Raleigh, NC 2764-226(:!
Prope ner s Signature
cc: Mr. t~'endell ChTerby
Soil & Environmental Consultants, PA.
~irecntihrro (:)17re::
3filfi-E l_awndale prive R ~ °
Citecnsboro. NC' 27d5i I IQIC3 Raven Ridge Road
Phone: 13;6) 5-r0-k.?a~1 Raleigh. NC 27614
Paz: i33(il 54U-~23S Fhon~: 1y19j h46.5~){)O
Fax: (9191 8~t6-94117
~1C~ENT AU`L.l-I(~R17A7~~IC)N (~C~[ZIti1

Enwironn~e>IZtal ~ons>`.>Iltants,
,4IE Blanks '1-c? 13s` 1?illed In By 7'he Currant l.ar~di~.~rr~er
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I'riijoit Namt}/Dt~scripticrn: ~.~t:~*z-?._~t~_,.;`,~"~•,~__(~1;,;r_=~"t~.•-.
The Department of the Arrn1~
t1.S. Army Corps of Engineers, 1~Vilmingtc~n District
P.(;1. Box 78E)t)
Wilmington, NC 2F3=I()2
Atha: Steve Clrapin____
f=ield Office: Asheville
Re: Y1Jetlarzds ReIatt~d Consulting and 1'ermittinl;
Ta Wham It May Concern:
I, the current propE~rty ovt~ner, hereby desif;nate and authorize Sail., & Envi.rcanrnental Consultants, hoc. to
act in my l:iehalf as my al;ent in the processing of permit applications, to furnish upon reEluest
supplemental informaticxl in suppE~rt of applications, etc. from this day forward. The , __ ____ day of
T71is natifcatic~n supersedes anv ~reviaus cc}rrespondenr..E: roncernirif; tl~e agent for this prcrjort.
IZrOT1CE: This authorization, for Iia>r-~ilit}r and professional couxtesy reasons, ig va1_id only far
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site ;Eneeting prior to visiting the site.
Print Proper Owner's Name
cr: Mrs. Cynd.i Karoly
NCr~~ltlzt - nWc~
2.'i2] CrabtrE?e Blvd., Ste 25~
RaleiKh, NC 2766-~?h()
Prope O ner's Signature
cc: 1~'Ir. Wendel.] Overby
Soil & EnvirE~nrnental Consultants, PA.
(,ireeh~lurro C)fiice: Raleigh nice:
3817-[ f.awnd~jle L7rir•e I IAIQ Raven Ridge Road
Greensbcirn, NC 2755 Raleigh, NC 27014
I'hnnc: !3)6)j4()-8?3a Phnne• (9i!~)846-i9(Ni
t=ax: C;?6) ~=tp-S3?5 f~as: (9 E ~)1 8-t6~ 94(7
At~:,~~~N~I. A~1.1..L~1c:~r~IZ~~°IO~ l=c}P1~~

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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200630046 Couuty: iyLeck.lenbur~ U.S.G.S. Quad: Cornelius
NO"I'IFICATION OF JURISDICTIONAL DETERIYIINATLON
Property Owner/Agent: AAC / Attn: Barry ,Tames
Address: 3$00 Arco Coruorate I?ri~re
Char[otte, 1VG 28273
Telephone No.: 704-295-1000
Property description:
Size (acres) Nearest Town
?dearest Water~i=ay Cane Creek
USGS HUC
Charlotte
River Basin Yadkin
Coordinates 35,37389 I $0.82722
Location. description 1'he site is located ict flee northeast guadratat of the intersection of Alexatrderama Ro•rd and NC
H~yy I I.S, in HuntersyiUe, Meck.lenburt_ County, North Carolina,
Indicate V4'hich of the Follawin~ Apply:
A. Preliminary Determinations
_ Based on prelir~rinary information, there Wray be stream channels, wetlands. and open water on die above described
property. We strongly suggest you. ha~•e this property inspected to determine the extent of I)epartrment of the Arrny (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary
determi.natiou is not an appealable action under the Regulatory Program Administrative !\ppeal Process (Reference 33
CFR Part 331).
B. Appro~red Determination.
_ There are Navigable «%aters of the United States within the above described property subject to the permit requirements of
Section 10 of the Ravers and Harbors Act and Section 404 of the Clean Water Act. 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.
X "l~here are stream channels, wetlands, and open water on the above described property subject to the permia requirements of
Section 404 of fire Clean Water Act (C'~'VA)(33 USC . 1344j. 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 noti ication.
4'he strongly suggest you have the stream channels, wetlands, and open water on your property delineated. Due to the.
size of your property ancL'or our present workload, the Corps may not be able ro accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. 1'o 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 sur<~eyed. Upon completion, this sun~ey should be
revie~+red and verified by the Corps. Once verified,. this survey will provide an accurate depiction of all areas subject to
Ct~'A 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 "Ihc stream channels, wetlands, and open water have been delineated and surveyed and are accurately depicted on the
plat signed by the Corps Regulatory Ot~ficial identified below on 114arch 22, 2006. Unless there is a change in the ]aw or
our publishedregulations, this determ. ination may be relied upon for a period not to exceed five years from the date of this
notification.
_ There are rro waters of the CJ.S., to include wetlands, present on the above described property which are subject to Elie
permit requirements of Section 404 of the Clean Water Act (33 L?SC 1344 j. 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. 2006300~G
Placement of dredged. or fill material ~viUtn waters of the US anci/nr wetlands without a Department of the Arnty permit may
constintte a violation of Section 3U1 of the Clean Water Act. (33 USC y 131 I ). If you have any questians regarding this
determination and/or the Corps regulatory program, please contact Amanda .Tones at 8211-271-7980 Y. 231.
C. Basis For Determination
The site contains wetlands as determined by the (JSACE 1987 Wetland Delineation iV1anual and is adjacent to stream channels
located on the property that exhibit indicators of ordinary high water marks. 'T'he stream channel on the property is an unnamed
tributary to Cane Creek a~hi~h flows into the Yadkin River and ultimately flows to the Atlantic Oscan 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 ("Phis information applies only to approved jurisdictional determinations as indicated in
B. above)
This cnrrespoudence constitutes an approved jurisdictional determination f`or the above described site. If you abject to this
determination, you may request art administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
NoCifcation of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submi[ a completed RFA form to the South .Atlantic Division, Division Oi~ce at the Following
address:
It~r. Michael F. Bell, rldministrrtive Appeal Review Officer
CESAD-LT-CO-It
U.S. Army Corps of Engineers, South Atlantic Division
60 I'orsyth Street, Room 9i\415
Atlanta, Georgia 30303-8801
In order for an RFA to be acct pted by the Carps, the Corps must deternune 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 ~iAP.
Should you decide to submit an RF.A form, it must be received at the above address by May 22, 2t)t)b.
**It is not necessary to submit an ItF:A form to the Division Office if you do not object to the determination in this
con espondence.
llJj r ~
Corps Regulatory Official ~ _ ,;,- r z,,,--.~ _
Date ?Viarch 22, 2006 ~~ Expiration Date Iy~Iareh 22, 2011
CF: S~:EC, Attn: 1~rendell Overby, Z 36 LePhillip Court, Suite C, Concord, NC 28tJ25

JURISDICTIONAL DETERMINATION Revised 8/i3/04
U.S. Army Corps of Engineers
DIS`CRIC'1' OFFICE: Wilmington
FILE NUsviBER: 200630046
NROJEGT LOCA'Ci0}V INFORMATION:
State: NC
County: R7ecklenburg
Center coordinates of site (latitudellongitudc): 3.37389 / 80.82722
Approximate size of area (parcel) reviewed, including uplands: .
Name of nearest waterway: Cane Creek
Nsmc of watershed: Yadkin
Jl1RISD1CTiONAL llETER14TINATION
Completed: Desktop determination ^ Datc:
Site visit(s) ~ Dare(s}: November 2, 2005
Jurisdictional Determination (JD):
^ Preliminary JD -Based on available information, ^ there appear to he (or) ^ there appear to be no "N~aters of the United Slates"
and/or "navigable waters of the llnitcd States" on the project site. A preliminary JD is not appealable (Reference 33 CFR part
331).
Approved JD - An approved JD is an appealable action (Reference 3 3 CFR part 331).
Check alt that apply:
^ There arc: "navigable waters of the United States" (as defined by 33 CFR part 32I and associated guidance) within the reviewed
area. Approximate size ofjurisdictional area:
There are "waters of the United States" (as defined by 33 CFR part 328 and associated guidance) within the reviewed area.
.Approximate size ofjurisdictional area:
T{sere are "isolatcrd, ncrrr-xcrvi~~ahte, irrn•a-state waters or wetlands" within the reviewed area.
[] Decision supported by 5l~'ANC'C/A~ligratory E3ird Rule information Sheet for Determination of No Jurisdiction.
BASIS OF.IIJRISDIC`TIONAL DETERII4IN:1'CION:
A, waters defined. under 33 CFR part 329 as "na~~igable waters of the United States':
The presence of waters that are subject to theebb and (low ofthe tide andlor are presently used, or have been used in
the past, or maybe susceptible for use to transport interstate or foreign commerce.
B. ~~'aters defined under 33 CFR part 328.3(x) as "«~aters of the United States":
[] (1) The presence of waters, which are currently used. or were used in the past, or may be susceptible to use in
interstate or foreign cornmcrcc, including all waters which are subject to the ebb and flow of the tide.
^ (2) The presence of interstate waters including interstate wetlands'.
(3) The presence of other water such as intrastate lakes, rivers, streams (including intermittent streams;), mudflats, sandflats,
wetlands, sloughs, prairie potholes, ~~~ct meadows, playa. lakes, or natural ponds, the use, degradation or destruction of which could
affect interstate commerce including any such waters (check all That apply):
^ (i) which arc or ce~uld be used by interstate or foreign travelers far recreational or other purposes.
^ (ii) from which fish or shellfish are or could be token and sold in interstate or foreign commerce.
^ ('iii> which arc ar could be used for industrial purposes by industries in interstate commerce.
(4} impoundments of waters otherwise defined as waters ol'the US.
(Sj The presence of a tributary to a water identified in (1) - (d) above.
(l}The presence of territorial seas.
~ (%) The presence of wetlands adjacent' to other waters ofthc US, except for those wetlands adjacent to other wetlands.
Rat}onxle i'ar the basis of Jurisdictional Determination (applies to any boxes checked above). The site contains wetlands as
determined by the USACE 1937 Netland .Delineation Manual and is adjacent to stream channels located on the property
that ex3tibit indicators of ordinary high water marks. 'i`he stream channel on the property is an unnamed tributary to Cane
Crec;k which flows into the Yadkin River and ultimately flows to the Atlantic Ocean. through the \Vinyah Bay in South
Carolina. 7`he site also contains open vvaters that arc adjacent to stream channels an the property.
Lateral Extent of .Turisdiction: (Reference: 33 CFR parts 32S and 32rJ)
Ordinary 1-[igh Water Mark indicated by: ^ High 'fide Linc indicated by:

^ clear, natural fine impressed on the bank ^ oil or scum line along share objects
the presence of litter and debris ^ fine shell or debris deposits (foreshore)
^ changes in the charaetcr of soil ^ physical markin~~sieharacteristics
^ destruction of tcn~cstrial vegetation ^ tidal gages
sheh~ing ^ other:
other:
Mean 1•ligh Water A4ark indicated by:
^ survey to available datum; ^ physical markings; ^ vegetation linesichanges in vegetation types.
(;~ Wetland boundaries, as shown on the attached wetland delineation map andlor in a delineation report prepared by: S&EC
I3asis For Not Asserting Jurisdiction::
The reviewed area consists entirely of uplands.
^ Unable to confirm the presence of Haters in 33 CFR part .i2b(a)(l, 2, or 4-7}.
^ Headquarters declined to approve jurisdiction on the basis of 33 CFR part 325.3(a)(3}.
^ The Corps has made acase-specific determination that the following waters present on the site are not !'r'atcrs of the United States:
^ Waste treatment systems, including heatment ponds or lagoons, pursuant. to 33 CFR. part 325.3.
^ Artificially irrigated areas, wlm'ich would revert to upland if the irrigation ceased.
^ Artificial lakes and ponds created by excavating and%or diking dry land to called and
retain water and which are used exclusively for such purposes as stack watering, irrigation, settling basins, or rice crowing.
^ Artificial reflecting ar swimming pools ar other small ornamental bodies of water created
by excavating and/or diking dry land to retain water for primarily aesthetic reasons.
^ ~'Vatcr-filled depressions created in dry- land incidental to construction activity and pits excavated in dry land for the purpose
of obtaining fill, sand, or gravel unless and until the construction or excavation operation is abandoned armd the resulting
body of water meets the definition of waters of the United States found at 33 CFR 325.3(x).
^ Isolated, intrastate wetland with no nexus to interstate commerce.
^ Prior converted cropland, as detetTnincd by the 1\'atural Resources Conservation Service. Explain rationale:
^ 'von-tidal drainage or irrigation ditches excavated on dry land. Explain rationale:
^ Other (explain}:
DATA RCVIEWGD FOR JLtRS1AtC7'IUNAL tJETER119iN:1TIt7N (mark all that xpph~};
iMaps, plans, plots or plat submitted by or on behalf of the applicant..
® Data sheets prepared/submitted by or on behalf of the applicant.
~ This office concurs with the delineation report, dated March i6, 2006, prepared by (company): SS.EC
^ "Phis office does not rancor with the delineation report, dated ,prepared by (canmpany):
^ Data sheets prepared by the ~'orps.
^ Carps' navigable waters' studies:
U.S. Geological Survey hydrologic Atlas:
U.S. Geological Survey 7.5 Minute Topographic maps: Cornelius
[~ U.S. Geological Survey 7.6 Minute Historic quadrangles:
U.S. Geological Survey 15 Minute 1•lisroric quadrangles:
[Q USbA Natural Resources Conservation Service Soil Survc_v:
^ National wetlands inventory mops:
^ Statc!Local wetland inventory maps:
[] FEMA/E1RR4 maps (Map Namc & Uatc):
^ 100-year Floodplain Elevation is: (NGVD}
Aerial Photographs (Name & Date):
Other photographs (Date):
Advanced Identification ~~l'etland maps:
^ Site visit%detern~ination conducted an:
^ Applicable/supporting case law:
^ Other infarmatian (please specify.):
'GG'etlands arc identiticd amd delineated using the methods and criteria established in the Cot~ms G'l'etland Deluieation Manual (R7 Manual) (i.c., occurrence of
hydn.tphytic vcgeta3ion, hydric soils and wetland hydrology).
The ternm "adjacent" means bordering, contigntous, or neighboring. 1b'etlands scparatxl from other waters of the l_i.S. by man-made dikes or barrier;, nahtr<tl
river bemms, beach dunes, and the like arc also adjacent.
4

NC~-I,IFICAT~ON QF ADT~IINISTP~~.TI~jE :~1'PE~IL OPT1(~NS AND PROCESS AND
L`L-QUF,S"I~:FnR ~4PPE;~~L
A licant: AAC / Attn: Barry James Fiie Number: 200630046 Date: March 22, ?006
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
ennissan
PROFFERED PERMIT (Standard Pern-tit or Letter of pernissioti) B
PERIVITT DENIAL C
?s: APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I' Thetollowing idei~tifes your~~ights and options re~ardil~g an administrative appeal of the above
decision. Additional information may be foundat httn:/lr~~~n~v.usace.army.~nilJinet/flulctionslc~~~/cecwolre~ or
Co s re ulatons at 33 CT'R Part 33 7 .
A: INITIAL PROFFERED PERNI[T: You nay accept or object to the permit.
• ACCEPT: If you received a Standaxd Permit, you may sign the permit document. and return it to the district engineer for f nal
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 tl~e LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permi ,including its terms and conditions, and approved jw•isdictional 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. T'ou must complete Section II of this form and .return the form to the district ei}gineer. Your
objections must be received by the district engineer within GO days of the date of this notice, or you will forfeit your right to appeal
the permit in the litture. Upon receipt of-your letter, the district engineer will evaluate your ot~jections 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 deternuned that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered per~it for your reconsideration; as irtdicatcd in Section f3 below.
B: PROFFERED PERMIT: You :may accept or appeal the permit
• ACCEPT: if you received a Standard Perot, you may sign the pi:a-nut document and retur^ it to the district engineer for final
atrthorization. If you received a LetTer ofPernussion (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Per~it or acceptance of the hOP means that you accept the permit in its entirety, and waive all rights to appeal the
perntia, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL.,: If you choose to decline the proffered permit (Standard or I.OP) because of certain terms and conditions therein, you
may appeal. the declined pcrtic under the Cops 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 Go days of the date of
this notice.
C: PERMIT DENIAL; You may appeal the denial. o:f a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this fotzn and sending the form. to the division engineer. This form must be received by the division engineer
within 6d days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
pro~fide new information.
• ACCEPT: I'ou 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 7D in its entirety, and waive all rights to appeal the appr~~~ed 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 tljc form Co tlye division engineer. This .form must be received by
the division engineer within 60 days of the date oi'this notice.

1.-
o~stem
PROGRAM
RECEIPT
Juty 3, 2007
Barry James
American Asset Corporation
3700 Arco Corporate Drive, Ste. 350
Charlotte, NC 28273
Project: Bryton
County: Mecklenburg
DWQ#: 2007.0191
COE#: 2007-372-360
EEP #: ILF-2006-4646
Amount Paid: $42,104.00
Check Number : 10156,10061
The North Carolina Ecosystem Enhancement Program (NCEEP) has received a check as indicated above as payment for the
compensatory mitigation requirements of the 401 Water Quality Certification/Section 404/LAMA Permit(s) issued for the
above referenced project. This receipt serves as notification that your compensatory mitigation requirements associated with
the authorized activity as specified below have been satisfied. You must also comply with all other conditions of this
certification and any other state, federal or local government permits or authorization associated with this activity.
The NCEEP, by acceptance of this payment, acknowledges that the NCEEP is responsible for the compensatory mitigation
requirements associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit.
The mitigation wi[1 be performed in accordance with the Memorandum of Understanding between the NC Department of
Environment and Natural Resources and the US Army Corps of Engineers dated November 4, 1998, as indicated below.
River Basin Stream Credits Wetland Credits Buffer I & II
CU (linear feet) (acres) (Sq. Ft.)
Cold Cool Warm Ri avian Non-Ri avian Coastat Marsh
Yadkin 0 0 397 0 0 0 0
03040105
Please note that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by letters
from the permitting agencies stating that the permit and/or authori-zation have been rescinded. If you have any questions or
need additional information, please co»tact Kelly Williams at [phone].
Sincerely,
William D. Gilmore, PE
Director
CC: Cyndi Karoly, Wetlands/401 Unit
Amanda Jones, USAGE-Asheville; Thelma Hemmingway- Wilmington
Alan Johnson, DWQ-Mooresville
Wendell Overby, agent
File
rL2StDY'GK~... ~ ~ .. Pi''Ot~~ OGLY Stztt~
I~CD~F~IR-
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27fi99-1652 / 919-715-0476 / www.nceep.net

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SECTION TYPE LINEAR FEET SQUARE FEET
A-A UNIMPORTANT STREAM 51 O 1,624
B-B UNIMPORTANT STREAM 67 193
C-C UNIMPORTANT STREAM/1/VETLANDS 1,397 5,243/1,540
D-D LINEAR WETLAND N/A 1 ,539
E-E UNIMPORTANT STREAM 1,412 5,764
F-F UNIMPORTANT STREAM 79 235
G WETLAND N/A 1, 050
H WETLAND N/A 3,424
I--I IMPORTANT STREAM N© IMPACT. THOROUGHFA RE TO BRIDGE STREAM
J-J UNIMPORTANT STREAM 350 896
TOTAL 3,815 21,508 0.494 ACRES
WETLAND EXHIBIT BURTON
Y~ ~ N
ENGINEERING
ASSQCIATES
©© `~ ~1
J Q G1 I V Q.: ~~-t~~-a~9 CIVIL ENGINEERS
D FLAW N BY : J R D LAND PLANNERS
t-~
VAT E : a 1 /O4/Q? 5950 Fairview Rd. =Suite 10Q•Charlotte, NC 28214
(7a4) 553-8881 • Fax [phone]

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LINE LENGTH BEARING LINE LENt3TTi BEARING
WL472 15.24' N 48°18'01" E WL482 18.52' N 18°13'33" W
WL473 4.88' N 31°40'01" W WL483 33.02' N 31°30'3T' W
WL474 31.67' N 17°39'4T' W WL484 22.85' N 73°39'OT' W
WL475 29.37' N 2fi°48'50x' W WL485 29.80' N 44°00'02" W
WL478 18.93` N 21°10'01" E WL485 30.91' N 35°38'50" W
WL477 33.74' N 08°45'04" E WL487 43.08' N 66°19'59' W
WL478 10.59' N 77°08't0" W WL488 43.3T N 49°15'00" W
WL479 1 T.13' N 72°4672" W WL469 34,54' N 54°51'2S' W
WL480 31.19' NOB°08'08' W WL490 39.55 N 25°22'14" W
4VL481 28.31' N 41°12'21" W
SECTION TYPE LINEAR I=FFY SQ UARE FEET
A-A UNIMPORTANT STREAM 51 O 1,624
WET'LAN Q l n/I PACT 'A-A'
k3U RTON
B RYTC3 ~ ENGINEERING
ASSOCIATES
pp ~1 ~+_ 99
J O C7 N O-. 2~i' V O CIVIL ENGINEERS
Q ~ n `mo'w, p~: ~ ~~ LAND PLANNERS
5950 Fairvie w Rd. • Suite 100tCharlotte, NC 28210
ATE : O 1 /04/07 [phone] • Fax [phone]

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1 LINE TABLE 1
SECTION TYPE LINEAR FEET SQUARE FEET
B-B UNIMPORTANT STREAM 67 193
WETLAND 1 M PACT ' B-B'
BURTON
BRYTC~N ENGINEERING
JO-B No.: 246-099 ASSOCIATES
f~~W N ~7Y : J R D LANL7 PLANNE S
DATE : O 1 /04/07' 5950 Fairview Rd. • Suite 100 •Charlotte, NC 28210
[phone] • Fax [phone]

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L1NE TABLE LINE TABLE LINE TABLE LINE TABLE
LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LfiNGTH BEARING
WL389 22.46' S 39°20'16" E WL401 28.7T S 38°38'18' E WL413 14.98' S 15°58'05" E WL425 18.60' N 81°59'19" E
WL390 47,86' S 29°33'25" E WL402 49.39' S 19°44ro9" E WL414 26.51' S 83°01'01" E WL426 38.16' S 25°7826" E
WL.391 28.51' 5 40°W'S9" E WL403 53.42' S 18°08'15" E Wt415 1291' S 59°17'58" W WL427 35.26' S 18°51'05" E
WL392 24.85' S 40°49'40" E WL404 9-51' N 98°48'38" E WL418 t3.33' S 70°01'44" W WL.42$ 17.15 5 20°55'01" W
WL393 29.03' S 38°30'12" E WL405 12.14' N 59°41'35' E WL417 2.41' S 14°27'25" W WL429 20.91' S 55°53'48" E
WL394 24.40' N 42°03'24" E WL408 27.43' S 34°11'38" E WL418 36.40' S 39°55'11" E W1430 14.33' S 14°14'48" W
WL395 83.49' S 47°30'08" E WL407 25.70' S 19°39'25" W WL419 11.19' S 62°33'28" E WL431 34.04' S 25'03'56 E
WL396 12.42' S 83°28'27" E WL4~ 46.52' S BO°55'14" E WL420 56-72' S 43°38'00" E WL432 23.20' N 71°44'1d' E
WL397 48.42' S 10°58'44" E WL408 14.30' S 55°38'36" E WL421 4.2T N 87°28'42' E WL433 53.08' S Z8°00'4T' E
WL398 40.87' S 01°40'55" W WL410 26.09' S 52°59'02" E WL422 47.44' S 39°19'17" E WL434 31.2T S 01°0022' W
WL399 24.13' 5 47°55'59" E WL411 4.61' N 67°33'25" E WL423 18.82' S 43°16'57" E WL435 31.81' S 47°56'44" E
WL400 33.32' N 83°53'59" E WL412 22.41' S 09°52'67" W WL424 27.75' S 43°23'iT' E WL438 55.50' S B8°10'29" E
WL437 35.44' S 75°58'11" E
SECTION TYPE LINEAR FEET SQUARE FEET
C-C UNIMPORTANT STREAMNVETLANDS 1,397 5,233/1,540
1/VETLAN D IMPACT 'C-C'
BURTaN
BRYTCJN ENGINEERING
>JOe (Va_: 24~-a~9 ASSOCIATES
~ f p CIVIL ENGINEERS
D RA'Y V N L7Y : J~ D LAND PLANNERS
DATE : O 1 /O4/t)? 5950 Fairview Rd. • Suite 10o•Charlotte, NC 28210
(704} 553-8881 • Fax [phone]

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L1NE TA BLE LINE TA BLE
LINE LENGTH BEARING LINE LENGTH BEARING
WL365 51.50' S 23°30'43" E WL37S 23.68' S 00°19'2T' W
WL366 29.82' S 00°41'19" E WL374 15.45 N 82°13'00" E
WL367 43.53' S 05°39'28" E WL375 32.04' S 17°35'16" E
WL368 17.03' S 55°37"27" W W1.376 23.ST S 66°12'55" E
W1369 35.45' S 24°0714" E WL377 26.34' S 18°48'50' E
WL370 25.28' S 62°01'56" E WL378 40.92' S 14°33'57" W
SEGTI!ON TYPE LINEAR FEET SG2LJARE FEET
D-U LINEAR WETL.ANiQ N/A 1,539
WETLAND t M PACT 'D-D' BURTON
~~
B RYTQN ~ ENGINEERING
~°'~ 1~ ~ ASSOCIATES
J ~'"~ ~ ~ y ~ - - 2~~-Q~~ CIVIL ENGINEERS
~p n ~N ~B-~; ~ ~r-°"~ LAND PLANNERS
DATE _ ~ f ~0~°~t~ 7 V 5950 Fairview Rd. • Site 100•Charlotte, NC 28210
[phone] * Fax [phone]

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' LINE TABLE LINE TABLE LINE TABLE LINE TABLE
LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING
WL294 23.28' S 46"29'49" W WL311 23.07' S 58°22'50" E WL328 18.8T N 74'D5'S1" E WL345 28.82' N 44°16'29" W
WL295 38.51' N 80°05'29° E WL312 27.90' S 37°35'30" E WL329 23.29' N 54°50'44' E WL346 13.48' N 68"50'26" E
WL296 23.62' S 34°D1'14" E WL313 3623' S 18°17'34" E WL330 25.21' N 81°41'33" E WL347 19.33` N 02°14'42" E
WL297 10.14' N 85°31'53" E WL314 6.77' SOS°54'37" W WL331 12.54' S 24°10'50" E WL348 7.96' N 23°2144" E
WL298 38.67 S 56°31'1D' E WL315 32.75' S 27°24'48' E WL332 8.79' N 88°01'32" E WL349 19.78' N 07°36'4d' E
WL299 17.3T S 21 °52'01' E WL318 18.31' S 88°19'52" E WL333 15.25' S 50°06'53 E WL350 15.86' S 87'24.42" E
WL300 15.07' S 70°33'26" E WL317 26.21' S 07°38'48" E WL334 9.14' N 84°26'57" E WL351 17,34' N 60°46'23" E
WL301 38.33' S 16°54'18' E WL318 9.95' N 81°25'OT' E WL335 12.09' S 83°00'49" E WL352 20.47' N 51°27'45" E
WL302 26.50' S 46°33'3D" E WL319 8.14' N 53'08'04" E WL336 11.53' N 84°41'25" E WL353 43.52' NOS°58'12" W
WL3D3 40.D6' S 26°59'42" E WL32D 7.28' N 58°07'23" E WL337 25.30' N 18°D3'14" E WL354 14.28' N 33'31'19" W
WL304 37.89' S 74°50'29" E WL321 4.64' S B9°05'24" E WL338 24.58' N 43°05'16" E WL355 11.90' N 35°59'08" W
WL305 10.11' N 57°32'38" E WL322 21.48 S D7°51'03" W WL339 24.40' N 10°14'48" E WL35B 29.56' S 89.57'40' E
WL308 14,83' N 89°44'42" E WL323 8,21' S 28°59'3T' W WL340 36.12' N 29°25'17" E WL357 7.56' N 12°53'59" E
WL307 9 58' S 89°2T21" E WL324 22.7T N 81°30'56" E WL341 24.03' S 30°44'45" E WL358 59.63' N 37°10'17" E
WL308 28.87' S 7i°49'51" E WL325 29.24' S 43°56'34" E WL342 21.19' N 24°44'58" E WL359 44,00' N 13°50'29" E
WL309 15.42' 5 48°06'27" E WL32B 4.90' S 85°3Db3" E WL343 42.97' N 03°21'20" W
WL310 14.93' S 14°37'52" W WL327 14.82' N S7°19'01" E WL344 17.84' N 59°38'24" W
SECTION TYPE LINEAR FEET SQUARE FEET
E-E UNIMPORTANT STREAM 1,412 5,764
WETLA~fD IMPACT 'E-E' ~ BuaTON
~~~~ N ENGINEERING
ASSOCIATES
..~08 NO.: ~4"~-O~^^9 ~ CIVIL ENGINEERS
Q RAIN N BY : ~ R V LAND PLANNERS
5950 Fairview Ftd_ • Suite 100•Charlotte, NC 28210
DATE : O 1 !04'l07 [phone] • Fax [phone]

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LINE TABLE
LINE LENGTH BEARING
wL3fi1 40.46' N 13°10'28" E
wL362 38.20' N 08'54'33" E
SECTI©N TYPE LINEAR FEET SQUARE FEET
F-F UNIMPpRTANT STREAM ?9 235
WETLAND I MVI PACT 'F-F' -~ BURTON
BRYTCaI~ ENGINEERING
~1 ~1 ASSOCIATES
J O B N O ,.: ~~f-~-V ~9 ~ ClV1L ENGINEERS
LAND PLANNERS
DRAWN BY: JRD
5950 Fairview Rd. • Suite 100•Charlotte, NC 28210
DATE.: O '1 /O4/O 7 [phone] • Fax {704} 553-8860
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TINE LENGTH BEARING
W1387 43.53' S 03°39'28" E
WL368 17.03' S 55°37'2?" W
WL369 35.48 S 24'07'14" E
WL370 25.28' S 62°01'56" E
W1371 4.45' S 52°10'4'!" W
WL372 29.69' S 06'29'12" W
w1373 23.68 S 00°19'27"' W
WL374 15.45' N 82°13'00" E
SECTION TYPE LINEAR FEET SQ UARE FEET
G WETLAND N!A 1,Q50

WETLAND I M PACT 'G'
~ E3U RTON
~i ~- ~T~~ ENGINEERING
ASSOCIATES
B N 0
: 246'"09
- CIVIL ENGINEERS
DRAWN BY: a~ R D LAND PLANNERS
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T'E : O 1 /44/07 5950 Fairuiew Rd. - Suite 100•Charlotte, NC 28210
. [phone] • Fax [phone]

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LINE LENGTH BEARING LINE LENGTH BEARING
WL1 15.52' S 34°41'41° W WL9 15.93' N 48°43'12" E
WL2 23.68' S 74°03'11" W WL10 24.21' N 68°03'00" E
VVL3 12.19' N 76°3T59" W WL11 19.18' N 76°30'31° E
WL4 27.43' S 83°00'50" W WL12 17.2T S 76°32'44" E
WL5 11.84' S 72°18'4T' W WL13 12.47 S S4°25'04" E
WLS 17.94` S 76°51'46" W WL14 11.2T S 78°35'54" E
WL7 29.11' N 77°28'23" W WL15 28.52' S 77°S7'23" E
WLB 18.88' N 28°23'13" E
SECTIlJN TYPE LINEAR FEET SQ UARE FEET
H WETLANDS NO IMPACT, DEVELOPMENT PLANNED AROUND WETLANDS_
WETLAND iMPAGT 'H'
~ BURTaN
BR~TC
~N ENGINEERING
. ASSaCIATES
J QS N O.. 246-099 CIVIL ENGINEERS
DRAWN BY . J IZ D LAND PLANNERS
5950 Fairview Rd. ~ Suite 100•Charfatke
NC 26210
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DATE . ~ 1 ~~s-
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LINE LENGTH BEARING LINE lENG7H BEARING
WLt 15 16.1T S 18°17'50" E WL122 28.77' S 40'52'20 W
WL116 11.69' S 42°555" E WL123 30.49' S 47°32'49" W
WL717 18.57" S 40°00'40" E WL124 22.11' S 08'00'42" W
WL118 29.94' S 11°37'39x' W WL125 1628' S 47°03'08" E
WL119 27.48' S 38'44'35" E WL126 16.17' S 87°1849" E
WL120 17.08' S 49°51'ST' W WL127 15.48' S 18°03'Z7" E
WL121 34.24' S 57°45'21" W WL128 5.36' S 60°30'55" E
SECTION TYPE LINEAR FEET SQ UARE FEET
I-I IMPORTANT STREAM NO IMPACT_ ROAD TO BRIDGE STREAM
WETLAND IMP
C
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I-I ----- ~ B(JRTON
~RYTCaN EN~~NEE~lN~
ASSOCIATES
B N O
. 24-099
. CIVIL ENGINEERS
DRAWN BY : J R D LAND PLANNERS

DATE : O 1 /04/07 5950 Fairuiew Rd. • Suite 100•Charlotte, NC 28210
[phone] • Fax [phone]

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LINE TABLE
LINE LENGTH BEARING
WL42 25.87' N 76°27'i3" E
WL31 50.35' S 88°10'78" E
WL32 22.80' S 22°02'55" E
WL33 40.97' S 48°11'47" E
WL34 38.87' S 43°50'04" E
WL35 18.61' N 46°47'54" E
WL3fi 11.80' $ 24°10'43" E
WL37 24.66' S 64°51'13" E
WL36 11.61' N 80°37'40" E
WL39 44.87' S 58°07'07"' E
WL40 34.20' S 68"33'06" E
WL41 25.29' $ 71°25'11" E
SECTION TYPE LINEAR FEET SQ UARE FEET
J-J UNIMPORTANT STREAM 350 $96

WETLAND 1 M PACT 'J-J'
BURTON
Y~`~ N ENGINEERING
ASS4C IATES
~~''°°~~ ++''~~
J V ~ N O.: G~+~-'Q~9 I

DRAWN BY: JRD l LAN
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5950 Fairview Rd. • Suite 100•Charlotte, NC 28210
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SECTION TYPE LINEAR FEET SQUARE FEET
1-1 INTERMITTENT STREAM 510 1,624
2-2 INTERMITTENT STREAM 67 '193
3i-3i INTERMITTENT STREAM 1,000 3,753
3p-3p PERENNIAL STREAM/VVETLANDS 397 1,490/1,540
4-4 LINEAR WETLAND N/A 1,539
5-5 INTERMITTENT STREAM 1,412 5,764
6-6 INTERMITTENT STREAM 79 235
7 WETLAND N/A 1, 050
8 WETLAND N/A 3,424
9-9 PERENNIAL STREAM NO IMPACT. THOROUGHFA RE TO BRIDGE STREAM
10-10 INTERMITTENT STREAM 350 896
T OTAL 3,815 21,508 0.494 ACRES
WETLAND EACH i B IT - DWQ
BURTON
~
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~
ENGINEERING
- ASSOGIATES
JOB N o .: 246-099 CIVIL ENGINEERS
DRAWN BY: J RD LAND PLANNERS
DATE : O 1 /44/0 7 5950 Fairview Rd. • Suite 100 •Charlotte, NC 28210
[phone] • Fax [phone]

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LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING
WL389 22.48' S 39°20'1fi' E WL4 1 28.77' S 38°38'16" E WL413 14.96' S 15°58'05' E WL425 18.60' N 61°59'19" E
WL39O 47.68' S 29°33'25" E WL402 49.39' S 19°44'09" E WL414 28.51' S 83°01'01" E WL428 36.18' S 2S°18'26" E
WL391 28.51' S 49°09'59" E WL403 53.42' 518°08'15' E WL415 12.91' S 59°17'56" W WL427 35.26' S 16°51'05" E
WL392 24.65 S 40°4940" E WL404 9.51' NOS°49'36" E WL416 13.33' S 70°01'44" W WL428 17.15' S 20°55'01' W
WL383 28.03' S 39°30'12" E WL405 12.14' N 59°41'35" E WL417 2.41' S 14°27'25' W WL429 20.91' S 55°53'48" E
WL394 24.40' N a2°o3'2a" E WL4oB 27.43' S 34°11'38" E VYL41$ 36.40' $ 39°55'11" E WL430 14.33' S 14°14'48" W
WL995 63.49' S 47°30'06" E WL407 25.70' S 19°39'25' W WL419 11.19' S 62°33'28" E W1431 34.04' S 25°03'56" E
WL396 12.42' S 83°28'27" E WL408 46.52' S 60°55'14' E WL420 56.72' $ 43°36'00" E WL432 23.20' N li°44'10" E
WL397 48.42' S 10°58'44" E WL409 14.30' S 55°36'36" E WL421 4.27' N 87°28'42" E WL433 53.06' S 26°04'47" E
WL996 40.37' S 01°40'55" W WL410 26.09' S 52°59'02" E WL422 47.44' S 39°19'17" E WL434 3127' S 01°00'22" W
WL399 24.13' S 47°55'59" E WL411 4.61' N 67°33'25" E WL423 18.82' S 43°18'57" E WL435 31.81' S 47°56'44" E
WL400 33.32' N 83'55'59" E WL412 22.41' $ 09°52'57" W WL424 27.75' S 43°23'17" E WL436 55.50' S 68°10'29" E
WL437 35.44' S 75°59'11" E
3ECTI~N TYPE LINEAR FEET SQUAi-tic FEET
3i-3i INTERMITTENT STREAM 1,000 3,753
3 -3p PERENNIAL STREAM/WETLANDS 397 1,490/'1,540
WETLAND i M PACT '3-3' - DWC~ BURTON
BRYTC~N ENGINEERfNG
ASSOCIATES
J Q B N o .. 2L~-~j-a ~~ C{VIL ENGINEERS
DRAWN BY , J R D LAND PLANNERS
~^1 5950 Fairview Rd. • Suite ~ 00•Charlotte, NC 28210
DATE : ~ 1 / ~~-F~~ 7 (704j 553-8881 * Fax [phone]
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Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip.Ct., Suite C
Concord, North Carolina 28025
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Old Statesville Road Date: 12/15/04
Applicant/Owner: AAC County: Meck
Investigator: Overby, Fulton State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Riparian wetland
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID: 300 series
Is the area a potential Problem Area? Yes X No Plot ID: wetland
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Carex sp. Herb FACW 9.
2. Ulmus Americana Tree FACW 10.
3. Lonicera japonica Vine FAC- 11.
4. Liquidambar styraciflua Tree FAC+ 12.
5. Fraxinus pennsylvanica Tree FACW 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 80
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
x Saturated in Upper 12 Inches
Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
x Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: 0 (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit: 0 (in.) x FAC-Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: 8 (in.)
Remarks: Saturation outside growing season

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
Project/Site: Old Statesville Road Plot ID: Riparian wetland
SOILS
Map Unit Name Drainage Class: poorly
(Series and Phase): Wehadkee Field Observations
Taxonomy (Subgroup): Fluvaquentic Endoaquepts Confirm Mapped Type? x Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-12 A 10YR 5/1 10YR 4/6 Sand loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
x Aquic Moisture Regime x Listed on Local Hydric Soils List
x Reducing Conditions x Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLANDS DETERMINATION
x
Hydrophytic Vegetation Present? Yes No Is this sam lin
p g point within a wetland?
Wetland Hydrology Present? x Yes No x Yes No
Hydric Soils Present? x Yes No
Remarks:

Wetland Delineation Pertormed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Old Statesville Road Date: 12/15/04
Applicant/Owner: AAC County: Meck
Investigator: Overby, Fulton State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Headwater wetland
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID: 200 series
Is the area a potential Problem Area? Yes X No Plot ID: Wetland
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Ligustrum sinense Shrub FAC 9.
2. Fraxinus pennsylvanica Tree FACW 10.
3. Liquidambar sfyraciflua Tree FAC+ 11.
4. Liriodendron tulipifera Tree FAC 12.
5. Lanicera japonica Vine FAC- 13.
6. Fagus grandifolia Tree FACU 14.
7. Ulmus Americana Tree FACW 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 71
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
_ Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
_ Saturated in Upper 12 Inches
Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
x Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: 0 (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit: 0 (in.) _
x FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: 0 (in.)
Remarks: Saturation outside growing season

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
Project/Site: Old Statesville Road Plot ID: Headwater wetland
SOILS
Map Unit Name Drainage Class: Poorl y
(Series and Phase): Worsham Field Observations
Taxonomy (Subgroup): Typic Endoaquults Confirm Mapped Type? Yes x No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture
Concretions

inches Horizon (Munsell Moist)
(Munsell Moist) Abundance/Contrast ,
,
Structure, etc.
0-3 A 10YR 3/1 Sand loam
3-8 Eg 10YR 5/1 Sand loam
8-14 BEg 10YR 6/1 Sand cla loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
x Aquic Moisture Regime x Listed on Local Hydric Soils List
x Reducing Conditions x Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLANDS DETERMINATION
x
Hydrophytic Vegetation Present? Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? x Yes No x Yes No
Hydric Soils Present? x Yes No
Remarks:

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Old Statesville Road Date: 12/15/04
Applicant/Owner: AAC County: Meck
Investigator: Overby, Fulton State: NC
Do Normal Circumstances exist on the site? X Yes No Community ID: Pine hardwood
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID:
Is the area a potential Problem Area? Yes X No Plot ID: upland
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Pinus echinata Tree FACU 9. Diospyros virginiana Shrub FAC
2. Liriodendron tulipifera Tree FAC 10. Ulmas alata Shrub FACU
3. Lonicera japonica Vine FAC- 11.
4. Liquidambarstyraciflua Tree FAC+ 12.
5. Juniperus virginiana Tree FAC- 13.
6. Querous a/ba Tree FACU 14.
7. Quercus falcate Tree FACU 15.
8. Carya tomentosa Tree FACU 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 30
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks):
_ Stream, Lake or Tide Gauge
Aerial Photographs
_ Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: _
Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: 0 (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit: 0 (in.) _
FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: 0 (in.)
Remarks:

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
236 LePhillip Ct., Suite C
Concord, North Carolina 28025
[phone]
Project/Site: Old Statesville Road Plot ID: Upland
SOILS
Map Unit Name Drainage Class: well
(Series and Phase): Pacolet Field Observations
Taxonomy (Subgroup): Typic Kanhapludult Confirm Mapped Type? x Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-4 Ap 7.5YR 5/4 Sand loam
4-23 Bt 2.5YR 4/8 Cla
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:
WETLANDS DETERMINATION
x
Hydrophytic Vegetation Present? Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? Yes x No Yes x No
Hydric Soils Present? Yes x No
Remarks:

January 24, 2007
US Army Carps of Engineers
Asheville Regulatory Field Office
Attn: Amanda Jones
ISI Patton Avenue, Raom 208
Asheville, NC 28801-5006
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree BauIevazd, Suite 250
Raleigh, NC 27604-2260
Deaz Mrs. Jones and Mrs. Kazoly:
The purpose of this letter is to provide justification far wetland and stream impacts
associated with the proposed Bryton Town Center project. The project is approximately
250 acres located at Alexanderana Road and Old Statesville Raad (Highway 115) in
Huntersville, North Carolina. The project is planned as a high density, mixed use
development and will include approximately 850,000 square feet of retail on
approximately 85 acres, 1 million square feet of office and business park on
approximately 95 acres and approximately 500 residential dwelling units on
approximately 30 acres. The remaining land will contain roads and open space. The
project includes a planned future transit stop for the Charlotte Area Transit (CATS) north
line.
There are several factors that result in the requirement to impact jurisdictional features as
provided in the preconstruction notification...
First, the Town of Huntersville, through the zoning of the parcel, requires high density as
well as the specific placement of buildings throughout the project. With respect to
zoning, there are three zoning classifications within the project. The majority of the land
area is zoned TOD (Transit Oriented Development). TOD is a mixed use designation that
requires residential densities to be at a minimum 15 dwelling units per acre and requires
all non-residential development to have a minimum FAR {floor area ratio) of 0.35. These
density requirements coupled with the requirement within the TOD that na building
floorplate be greater than 15,000 SF in first floor area without a special use permit and
that each of these buildings front a public road requires significant density within the
TOD area of the project. Proposed impacts G, H and J in the attached application are a
result of these requirements.
The other zoning classifications within the project are HC (Highway Commercial) and SP
(Special Purpose District). The Town, through the zoning process, specified that the only
location that they would permit a retail tenant greater than 65,000 square feet is within
the SP zoning off Alexanderana Road as shown on the site plan. The buildings location is
fixed due to the fact that it needs to, per the building code, front a public street (the road

that connects Hambright Road to Alexanderana Road through the retail portion of the
groject). This sized tenant is required within a project this size to fulfill the required co-
tenancy's of the other junior anchors (those tenants ranging in size from 20,000 SF to
b5,000 SF). Impacts D, E and F are required due to the size and specified location of the
building, the required parking field for the building and the amount of grading given the
severe topography of the area. _
The public road that connects Hambright Road to Alexanderana Road runs on the east
side of Cane Creek parallel to Everette Keith Road and is a required road per the Town of
Huntersville. The location of this road is fixed given many factors. First, the connection
point at Hambright Road is set due to the grade of the road. There is a set grade
percentage as the road changes elevation from Everette Keith to the creek. Any
connection closer to the creek is problematic due to the grade of the road and the grades
of the site and the desire to not impact the important stream that leads to impacts A and
B. Additionally, the road cannot be closer to Everette Keith given the requirement that
this road have full movement access at Hambright Road to handle the projected traffic
volumes. The southern connection point across the rail line is fixed by Norfolk Southern
Railroad's standards and the Town's requirement that there be sufficient queuing from
Alexanderana to the at grade rail crossing far safety purposes. The Town also requires
that black lengths (Chat is the length of a road without a public road intersection} be no
greater than 500 feet where passible. This requirement results in the required roads
connecting Everette Keith Road to the road discussed above. The location of these roads
was fixed by the existing grades along Everette Keith Road which prohibit any additional
connections. The location of the roads mentioned above, along with the varied grades of
Everette Keith Road, was a critical factor in determining the site plan. This required road
networkresults in the impacts or a portion of the impacts at A, B and C.
Another key factor in developing the site plan was the Town's requirement that land
within a'/2 mile of a future transit stop be built to higher densities than other areas within
the Town. Given this requirement, the business park building type is planned to be
perpendicular to Everette Keith Road and the new road that is required that is parallel to
Everette Keith Road. This building type has a rear loading azea for deliveries. These
loading areas are placed back to back to max;mi~e the efficiency of the site. Finally, the
market requires that these buildings have level floors throughout to allow for storage
systems and forklifts to be able to run throughout the building. This floor requirement
also requires that the loading areas for these buildings be Level with respect to the
building. This building type coupled with the grading requirements result in the
remainder of impacts A and C.
Sinc ely,
~--~G
Paul L. Herndon
Vice President
Huntersville Corporate Center, LP

U.S. AR11~I1' CORPS OF :ENGINEERS
~'ILMI?~rGTON DISTRICT
Actitan II?. 20x7-37Z-3b0 G`'ounty: iVlecklenlaur~ USGS Quad: Cornelius
GENER.4I. PIv;RMIT (REGIONAL AND NF1TI0?VWIDE} ~~ERI:FICA'I'ION
Property Owner / Authcx-ized A~;ent::lmerican Asset Ccsrporatian f flan: Barry :Tames
Address: 3700 Arco Corporate Drive
Charlotte North Carolina 2827•i
'relephc>ne No.: 704.245-4400
Sire. and location of property (water body, road namernumber, taws, ata.): 'I`he site is located in the
northeast. ctttadrant of Alexanderana Road and Old. Statesville Road, in Iluntersville, Yleck.lenbnr~
County, aorth Carolina. This antltorization refers to the carnnierciatiresidential development
known as I3rvtan ToFVtt Center.
Description of projects area anti actin=ity: 'Chic l~ertnit authorizes the d%scltar~e of fill and instaClation
oI` culverts associated. with the ct?nstructian of a residential/com.mercial develot~ment kna~vn as
Bruton Taa~~n Center. Itnnacts to stream channels and ~r~etlands authorized by this hermit are 3.815
linear feet (0.322 acres of stream eliannel artd 0.172 acre of ~vetlatids associated with road crossings
and building TaadS, No impacts to stream channels are antharizecl by this Iacnxtit associated ~4~ith
construction of a bricl~e tar tl~e protaased therou~hfare road.
S~~ecial Con-clitions: Yaa shall miti~~a~te for unav{tidalale inat~acts to 3~)7 Linear feet of stream channel
assaciated ~~°ith this.. proit'ct bti~ payment info the Nortlt Carolina Ecosystem F nhancement l'ra~r3m
('VCF:EP) iti the amount. ne:cessarv to perfw•m restoration. to 347 Itnear feet of Fvarm ~vat.et• st-•eam
in the Yadkin Rivar Basin (Catalo~in~ Unit 03040105). ('onstrttctian within iurisdictionaI areas an
the taroperty sft111 t~e~in only after the permi:ttee has made f'tt1l taavtt~ertt with certified check to tttc
NCE~EP, and the. NCEEP has made written confirmation to the District En~ineer, that it agrees to
accelat responsibility I'or the miti~atiou work rectuircd. pursuant to Paragraph Il` D. of the
Vlcrnorandum of [`rtcierstandint7 I3et~veen the North Carolina Detaartment ai' Environment and
~Tahtral Resources and the II.S. Army Cort7s of En~rncers, 'Wilnrintrton .District., dated November 4.
1498.
Applicable Law: ~ Section 404 (Clean Water Act, 3:i USC 1344:)
^ Section l(} (Rivers and Flarbors Act, ~3 t.ISC' 4U)
Authorization: Itc:giorral Crerleral Permit dumber:
Natian~vidc Permit Number: 39
Your ~~~ork is authorized by the abo~-e: referenced permit provided it is arcornplislred ire strict accordance «ith the
attached Nationwide conditions and your submitted talons. ~Ar1y violation of the attached conditions or dc~riatian
from your submitted plar7s naay subject the, permittee to a stop work order-, a restoration order arrdlor appropriate
let=a.1 action.
"I"iris ver-ifcatiorr is valid until the N4ti'I' is modified,. reissued, or revoked. All af`the e~istin~ N~~'I's are
scheduled to be modified, reissued, or rcvolced prior to il~farch I ~, 2UU7. It is incumbent upon you to remain
informed of cha~n~es to the N~~-Ps. ~~re wall. issue a public notice wllcn the NWPs are reissued. I~urthe~rmorc, if you
comrneatcc; ar are under contract t:a ceam:rrrence this activity before the date that the: t.ele~-ant nation~rjide. laernrit is
modified or revoked, you will have twelvz (I2) months from the d.atc of the modification or reti~ocation oI-the N~-~'P
to complc;te the activity under t1:)e present terms anti oorlditions of this nationwide permit. lfprior W the e::pirat~ion
date identified below, the natiomvidc per-rnit authorization is reissued anchor modified, this verification will remain
valid until the; etpiratian date identified bela~u, provided it complies with all new anrl,'ar nrodifie~d terms and
canditinns. "1'he District Prrgineer may, at any time, exc,rcise his discrefionary authority to modify, suspend, or
revoke a case sprWci#ic~ activity's autharizatioit under and N~'~'P.

Activities subject to Section 404 (as indicated above} may also require arr individual Sf:CtlOn 401 ~~jater Quality
Certification. You should contact the NC Division of Water Quality (telephone (919} 73?-1786} to determine
Section 40.1 requirements.
For activities crecurrinc w=itl~in the twenty coasia] caecnties subject to regulation under the Coastal .Area
ivlanagement Act (CAMA), prior to beginning work yon. must contact the N.C. Division of Coastal Marragcment.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other
required Federal, State or local approvals%per-rnits.
1f there are any questions regarding. this verification., any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Amanda Jones at 828-271-7980 x231.
Corps Regulatory Official Amanda .Trines Date: i~Tarctr 1.5.2047
Erpiratian Date of Verification: March 18, 2007
Copy Furnished: S~.EC, Attn: ~~'endell Overby, 236 LePhillip Court, Suite C;; Concord, NC 28025

`aa t''Ci
r_
} ~: .. `i
~ ~
William Ci. Russ 1r., Secretary
North i;aralina Department of Environment anti Na~ural Resources
Alan W. Klimek, P.E. Director
Division c~l'~~ater Quality
March 1, 2007
DWQ# 07-0191
Mecklenburg County
Mr. Barry James
Huntersvilte Corporate Center
LP & Huntersvil(e Tawn Center
3700 Arca Corporate Dr., Suite 350
Charlotte, NG 28273
Subject: Bryton Tawn Genter, Huntersville
APPRaVAt_ of 401 Water Quality Certification with Additional Conditions
Dear Mr. James:
You have our approval, in accordance with .the attached conditions and those listed below, to
fill 0.172 acre of wetland and impact 3815 Linear feet (If) of unnamed stream (397 If of perennial) to
Cane Creek in order to construct the subject development in Mecklenburg County, as described in
your app{ication received by the Division of Water Quality. (DWQ} an January 31, 2007. After
reviewing your application, we have determined that this project is covered by Water Quality General
Gertificatiorl Number 3402, which can be viewed on our web site at
http://h2o.enr.state.nc.us/ncwetlands. The General Certification allows you to use Nationwide Permit
Number39 once it is issued to you by the U.S. Army Corps of Engineers. Please note that you
should get any other federal, state ar local permits before proceeding with your project, including
those required by (but not limited to) Sediment and Erosion Controi, Non-Discharge, and Water
Supply Watershed regulations.
The above noted Certification will expire when the associated 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 sofd, the new owner must be gfven a copy of the Certification and approval letter; and is thereby
responsible far complying with a(I conditions.
In addition to the requirements of the certification, you must also comply with the following
conditions:
1. The Mooresville Regional Qffce shall be notified in writing once construction at the approved impact
areas has commenced.
2. AH wetlands, streams, surface waters, and riparian buffers located on the project site where impacts
are not allowed shall be clearly marked (example- orange fabric fencing) prior to any land disturbing
activities. ~„z
NotthCarotina
~V<I~llCll>I~If
hrarth Carolina Division of «'ater Qualh• 610 East Center Ave., Suite 30I t~looresvillc, i~tC 2811.5 Phone (70d) 6F,3-1689 Custnmer Service
Iniemei: ncwaterqulaity.org }?;~~ (7041 fiCi;,_6U40 1-877-62s-6id3
An Equal Opportunity/Affirmalive Action Employer- 50°!o Recycledil0°i° Past Consumer Paper

3. We understand that you have chosen to contribute to the Ecosystem Enhancement Program
(EEP} in order to compensate for the impacts to the stream. In accordance with 15A NCAC 2R
.0402 and 15A NCAC 2B .0242(7}, this contribution will satisfy our compensatory mitigation
requirements under 45A NCAC 2H .Q506(h} and 15A NCAC 2B .0233(10}. Until the EEP receives
and clears your check (made payable ta: DENR -Ecosystem Enhancement Program}, the stream
impacts shall not occur. The In-Lieu-Of-Fee Coordinator should be contacted at (919} 715-2227 if
you have any questions concerning the EEP. You have one month from the date of this
Certification to make this payment. For accounting purposes, this Certification authorizes the fill of
0.172 acre of wetlands and 3815 linear feet of stream in the Yadkin River Basin, Cataloging Unit
03040105, and 397 linear feet ofi stream mitigation is required. Please be aware that the EEP
rules require rounding of stream impacts to the nearest foot (15A NCAC 2R .0503(b)}.
4. Use of native vegetation and other salt stream bank stabilization techniques must be used where
practicable instead of riprap or other bank hardening methods. if riprap is necessary, it shall not be
placed in the streambed, unless approved by the DWQ.
5. Storm-water discharge structures at this siteshall ae constructed in a manner such-that the paten±al
receiving streams will not be impacted due to sediment accumulations, scouring or erosion of the
stream banks (i,e. diffuse flow},
6. A final written storm water management plan shat( be approved in writing by this Office (or local
governing authority} prior to the construction of any permanent facilities at the subject site. The
storm water facilities must be designed to treat the runoff from the entire project, unless otherwise
explicitly approved by the Division of Water Quality. Also, before any permanent building is
occupied at the subject site, the facilities (as approved by this Office} shall be constructed and
operational, and the storm water management plan (as approved by this Office) shalt be
implemented. The structural storm water practices as approved by this Office as well as drainage
patterns must be maintained in perpetuity. No changes to the structural storm water facilities shall
be made without written authorization from the Division of Water Quality.
7. Na waste, spoil; solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Precanstruction Notification application. All construction
activities associated with this project shall meet, and/ar exceed, those requirements specified in the
most recent version of the North Carolina Sediment and Erosion Control Manual and shall be
conducted so that no violations of state water quality standards, statutes, ar rules occur.
$. Sediment and erosion control measures shaft not be placed in wetlands or waters to the maximum
extent practicable. !f placement of sediment and erosion control devices in wetlands and vraters is
unavoidable, they shall be removed and the natural grade restored within two months of the date the
Division of Land Resources has released the project.
9. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401MIetlands Unit of the NC Division of Water Quality. Please send
phofographs of the upstream and da4vnstream sides of each cc~fvert site to document correct
installation, along with fhe Certificate of Completion farm.
10. Continuing Compliance. The applicant (American Asset Corporation, Barry James) shall conduct alt
activities in a manner sa as not to contravene any State wafer quality standard (including any
requirements for compliance with section 303(d} of the Clean Water Act) and any other appropriate
requirements of state and federal law. If DWQ determines that such standards or laws are not being
met (including the failure to sustain a designated or achieved use} or that state or federal law is

being violated, or that further conditions are necessary to assure compliance, DWQ may reevaluate
and modify this Certification to include conditions appropriate to assure compliance with such
standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the
certification, DWQ shall notify the applicant and the US Army Corps of Engineers, provide public
notice in accordance with 15A NCAC 2H.0503, and provide opportunity for public hearing in
accordance with 15A NCAC 2H.0504. Any new or revised conditions shall be provided to the
applicant in writing, shall be provided to the United States Army Corps of Engineers for reference in
any permit issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions
of the 404 Permit far the project.
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 1508 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 competes the rev'sew of the Division of ~'Vater Quality under Section 401 of the Clean
Water Act. if you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional
Office at 704-663-1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
~., Sincerely,
,,, ~ ,, /~
far Alan W. Klimek, P.E,
Attachments
cc: Army Corps of Engineers, Asheville
lan McMillan, Wetlands Unit
Becky Fox, EPA,
Central Files
File Copy
Wendell Overby