SW3121102_HISTORICAL FILE_20121227

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW '3/
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
WHISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
w .Sand[EC.com
December 14, 2012
The Isaacs Group, Inc.
Attn: Chris Isaacs, PE
8720 Red Oak Boulevard, Ste. 420
Charlotte, NC 28217
Re: Seasonal High Water Table Determination -Wayne Brothers -Highway
Dear Mr. Isaacs:
Soil & Environmental Consultants, PA (S&EC) has evaluated soils at a proposed stormwater
facility for the site mentioned above. At the indicated location, S&EC performed a soil profile
description of morphological characteristics to 7' (84 inches) in depth. The purpose of the
evaluation involved identification of seasonal high water table (SH WT). The SH WT
determination will provide planners with information needed to design a proposed sand filter
BMP. The following is a brief report of the methods utilized in this evaluation and results
obtained.
Our soil evaluation was performed by advancing a hand auger boring to a depth of 84 inches
within the proposed stormwater location. The soil boring location was surveyed prior to our
description work. The boring location is indicated on the attached map. Soil morphological
conditions were described at the proposed location using standard techniques outlined in the
"Field Book for Describing and Sampling Soils" published by the Natural Resources
Conservation Service (NRCS, 2002). A detailed soil profile description is included in
Attachment 1.
Under current NC-DWQ regulations, SH WT must be at least 2' below the bottom of the proposed
BMP. Based on our observations initial evidence of SHWT was identified at a depth of 10 inches
from the ground surface (753.23'). Seasonal high water table determination was made by
evidence of 2 chroma soil mottles via Munsell color chips. After 18 inches depth the soil matrix
was predominantly 2 chroma colors. Reduced soil colors continued to a depth of 84 inches. Soil
texture of the sample boring was predominantly sandy clay.
Soil & Enviromnental Consultants, PA is pleased to be of service in this matter and we look
forward to assisting in the successful completion of the project. Please feel free to call with any
questions or comments.
S``inc/erely,,/'
Wendell Overby
NC Licensed Soil cientist # 1218
Attachment
p SOIi

Attachment 1. Soil Profile Description
SBEC Project Name: Highway 3-Kannapolis
Job Number: 5-1703.S2
Boring Location
HAB-1
Horizon 1 Depth
0-10"
Horizon Designation
BA
Matrix Color
10YR 7/3
Mottle Color
Texture
Sandy clay
Structure
abk
Moist Consistence
firm
Horizon 2 Depth
10-18"
Horizon Designation
Btl .
Matrix Color
10YR 7/3
Mottle Color
7.5YR 8/2 7.5YR 6/8
Texture
Sandy clay
Structure
abk
Moist Consistence
firm
Horizon 3 Depth
18-39"
Horizon Designation
Bt2r
Matrix Color
10YR'6/2'
Mottle Color
7.5 YR 6/8
Texture
Sandy clay
Structure
abk
Moist Consistence
firm
Horizon 4 Depth
39-50"
Horizon Designation
BC
Matrix Color
2.5Y 8/4
Mottle Color
5Y 7/2
Texture
Sandy clay loam
Structure
sbk
Moist Consistence
firm
Horizon 5 Depth
50-61"
Horizon Designation
CB1
Matrix Color
Gley 1 8/N
Mottle Color
2.5Y 7/6
Texture
Sandy clay
Structure
sbk
Moist Consistence
firm
Horizon 6 Depth
61-84"
Horizon Designation
C82
Matrix Color
5YR4/1:.
Mottle Color
Gley 2 8/5PB
Texture
Sandy clay
Structure
abk.
Moist Consistence
I very firm
Depth to seasonal high
water table
1 10"
Date: 12113/12
Conducted By:Wendell Overby

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ISAACS
CIVIL ENGINEERING DESIGN & LAND SURVEYING
8720 RED OAK BOULEVARD, STE. 420
CHARLOTTE, N.C. 28217
PHONE [phone] FAX [phone]
TO NCDENR: Division of Water Quality
512 N. Salisbury Street, 9th Floor
Raleigh, NC 27604
919-807-6375
WE ARE SENDING YOUR Attached
❑ Shop drawings ❑ Prints
❑ Copy of letter ❑ Disk
LETTER OF TRANSMITTAL
DATE: 12/26/2012 1 JOB NUMBER: 06235
ATTENTION: Mr. Robert Patterson, P.E.
RE: Wayne Brothers Corporate Headquarters
Sudbury Road - Cabarrus County
❑ Under Separate cover via
0 Plans
11
21 Applications
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
2
Civil Plans
1
Project Calculations
2
Stormwater Permit Application Form
2
Sign & Sealed BMP Supplement Form & Checklist
2
S&EC SHWT Report
1
Memorandum Response to Review Comments
THESE ARE TRANSMITTED as checked below:
0 For approval ❑ Approved and submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
0 For review and comment ❑
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
REMARKS
Attached are the items required for the storm water review of the proposed Wayne Brothers Corp. Headquarters
in Cabarrus County. Please let me know if you have any questions or comments.—T:hank'you _..
l�0 L�1-:311WImB�
IJC..-, Y 7 rt112
COPY TO SIGNED Christopher N. Isaacs, P. E.

ISAACSCD
CIVIL ENGINEERING DESIGN & LAND SURVEYING C
8720 RED OAK BOULEVARD, STE. 420
CHARLOTTE, N.C. 28217
PHONE [phone] FAX [phone]
MEMORANDUM
Date: December 21, 2012
To: Mr. Robert Patterson, P.E.
Environmental Engineer
Stormwater Permitting Unit
From: Christopher Isaacs, P.E.
The Isaacs Group, P.C.
Subject: Wayne Brothers Corporate Headquarters— Phase I Warehouse Project, Cabarrus County, N.C.
NCDENR Stormwater Project No. SW3121102
In response to the Review Comments and Request for Additional Information provided on November 29, 2012, 1 offer
the following information to support the revised documents being re -submitted for approval:
1. Please provide a narrative describing the stormwater treatment proposed. As we discussed on the phone
yesterday, this should include an explanation of the future development plans for the whole property area.
Please note that a plan revision and/or permit modification will be needed to show the future allotted BUA
included for this phase, and all future phases.
Isaacs Response: Reference revised Sheet C3.0 for Project Narrative. The future development of Phase 11 of
this project is preliminary and subject to revisions of the proposed Built Upon Area and drainage limits,
however we have utilized the master plan prepared to date to attempt accurate sizing of the BMP for future
development. It is understood that we will need to submit detailed drawings and calculations for storm water
review at the time of this Phase 11 future development to ensure the BMP sizing will accommodate the
NCDENR requirements. Sheet C6.0 has been modified to further clarify the future build out assumptions used
for over -sizing of the Phase I storm water measures. You will also note that we have revised the drainage
areas and grading limits due to the relocation of the proposed entrance drive along Sudbury Road to
accommodate additional site distance per NCDOT review comments.
2. Please provide a soils report that specifically determines what the SHWT elevation is within the footprint of the
proposed sand filter. The geotech. report provided only states that no groundwater was encountered at that
particular day. This is not the same as performing a boring within the BMP footprint, specifically to determine
the SHWT elevation.
Isaacs Response: Soils and Environmental Consultants prepared a SHWT anaIVsis and report — per attached.
The results of their analysis required a re-desian of the BMP embankment and sand filter outlet to ensure
minimum separation distances are being maintained. The bottom of the basin was raised and the 1,420 s.f
sand filter media was relocated to be completely in proposed fill. S&EC determined there was evidence of
SHWT beginning at 10" below grade (elevation = 753.23), however the soil characteristics exhibited stronger
evidence of seasonal moisture levels beginning at 18" below grade. Reference Sheet
THE ISAACS GROUP 8720 RED OAK BLVD, STE. 420 CHARLOTTE, NC 28217 PHONE: [phone] FAX: [phone]

Wayne Brothers Warehouse Project - Response to Review Comments H1
Page two
C3.0 for the sand filter bottom drain minimum and maximum invert elevations at analysis Points A and B of
755.0 and 754.81 respectively. The lowest elevation of the 6" bottom drain at Point B (754.81) is approx. 1.6'
above the shallowest evidence of seasonal high water noted in the S&EC report at an elevation of753.23. The
bottom of the sand fiter media is at an elevation of 755.88 (757.38-1.5), which is 2.65' above the shallowest
evidence of a SHWT.
3. The truck wash cannot discharge to the stormwater system. Vehicle wash water is a wastewater, not
stormwater. Stormwater is defined in G.S. 143, Article 21 per 15A NCAC 02H .0103(31). $143-213(16a) states
"stormwater" means the Flow of water which results from precipitation and which occurs immediately
following rainfall or a snownl'elt. The water from the proposed truck wash is not a result of precipitation. It is
therefore a wastewater. Wastewater cannot be discharged to surface waters without a permit per § 143-215.1,
15A NCAC 02H .0102 and .0105. As with all other commercial and industrial vehicle wash facilities, the truck
wash water at this site will have to be connected to a sanitary sewer, pump and hauled, or possibly install a
closed -loop recycle system. For additional information on the details of permitting wastewater please contact
either Tom Belnick (919-807-6390) in the NPDES Permitting Unit or, for closed -loop systems, Jon Risgaard
(919-807-6458) in the Aquifer Protection Section.
Isaacs Response: The construction documents have been modified to include a covered truck wash with a
recycled water closed loop system that is being designed by others. The effluent from the truck wash will be
recycled and re -used and no longer is being shown as a surface discharge.
4. In IV.10. on form SWU-101: The impervious area shown does not add up correctly in the bottom part of the
table. It appears that the proposed BUA shown is—113,256 sf, which only leaves —77,101 sf for future BUA to
the sand filter. Please verify.
Isaacs Response: Section IV (10) on Page three of the SWU-101 Form has been updated to be consistent with
the construction documents and attached to this re -submittal.
S. The sand filter detail on C5.1 shows the top of the sand at 753.2S', and stone up to 753.50'. If the bottom of the
sand is at 752.00' as per the supplement form, then the minimum 18" of sand depth is not provided. Please
revise accordingly.
Isaacs Response: The construction documents and the Supplement Form have been modified to provide
consistency.
6. There appears to be a "Floating" 773' contour shown on C3.0 at the access road stub -out. Please verify.
Isaacs Response: The plans have been revised to eliminate this erroneous contour.
Please let me know if there are any additional requirements needed for approval
Sipc"Iy,
Christopher N. Isaacs, P.E.
THE ISAACS GROUP 8720 RED OAK BLVD, STE. 420 CHARLOTTE, NC 28217 PHONE: [phone] FAX: [phone]

®r
NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. Christopher N. Isaacs, PE
The Isaacs Group, PC
8720 Red Oak Blvd., Ste. 420
Charlotte, NC 28217
Dear Mr. Isaacs:
Division of Water Quality
Charles Wakild, P.E.
Director
November 29, 2012
Subject: Request for Additional Information
Dee Freeman
Secretary
Stormwater Project No. SW3121102
Wayne Brothers Corporate Headquarters
Warehouse Project
Cabarrus County
The Division of Water Quality Central Office received a Stormwater Management Permit Application for the
subject project on November 20, 2012. A preliminary review of that information has determined that the
application is not complete. The following information is deeded to continue the Stormwater review:
1. Please provide a narrative describing the stormwater treatment proposed. As we discussed on the
phone yesterday, this should include an explanation of the future development plans for the whole
property area. Please note that a plan revision and/or permit modification will be needed to show
the future allotted BUA included for this phase, and all future phases.
2. Please provide a soils report that specifically determines what the SHWT elevation is within the
footprint of the proposed sand filter. The geotech. report provided only states that no
groundwater was encountered at that particular day. This is not the same as performing a boring
within the BMP footprint, specifically to determine the SHWT elevation.
3. The truck wash cannot discharge to the Stormwater system. Vehicle wash water is a wastewater,
not Stormwater. Stormwater is defined in G.S. 143, Article 21 per 15A NCAC 02H .0103(31).
§1.43-213(16a) states "stormwater" means the flow of water which results from precipitation and
which occurs immediately following rainfall or a snowmelt. The water from the proposed truck
wash is not a result of precipitation. It is therefore a wastewater. Wastewater cannot be
discharged to surface waters without a permit per § 143-215.1, 15A NCAC 02H .0102 and .0105.
As with all other commercial and industrial vehicle wash facilities, the truck wash water at this
site will have to be connected to a sanitary sewer, pump and hauled, or possibly install a closed -
loop recycle system. For additional information on the details of permitting wastewater please
contact either Tom Belnick (919-807-6390) in the NPDES Permitting Unit or, for closed -loop
systems, Jon Risgaard (919-807-6458) in the Aquifer Protection Section:
Wetlands and Stomtwater Branch
1617 mail Service Center, Raleigh , North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www,nmaterquality.org
An Equal Opport6nity 1 Affrmarve Action Employer
One
NorthCarolina
Naturally

Mr. Christopher N. Isaacs, PE
SW3121102 - Wayne Bros. Corp. HQ Warehouse Proj.
November 29, 2012
4. In IV.10. on form SWU-101: The impervious area shown does not add up correctly in the bottom
part of the table. It appears that the proposed BUA shown is—113,256 sf, which only leaves
—77,101 sf for future BUA to the sand filter. Please verify.
S. The sand filter detail on C5.1 shows the top of the sand at 753.25', and stone up to 753.50'. If the
bottom of the sand is at 752.00' as per the supplement form, then the minimum 18" of sand depth
is not provided. Please revise accordingly.
6. There appears to be a "floating" 773' contour shown on C3.0 at the access road stub -out. Please
verify.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to December 29, 2012, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including the
application fee.
If you need additional time to submit the information, please mail or fax your request for a time extension to
the Division at the address and fax number at the bottom of this letter. The request must indicate the date by
which you expect to submit the required information. The Division is allowed 90 days from the receipt of a
completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A. -
All revised original signed documents must be returned or new originals must be provided. Copies are not
acceptable. Any revised calculations or plans must be sealed, signed, and dated. Please reference the State
assigned project number SW3121102 on all correspondence. If you have any questions concerning this
matter please feel free to call me at [phone], or at [e-mail].
Sincerely,
Robert D. Patterson, PE
Environmental Engineer
Stormwater Permitting Unit
cc: USW3121102 File'
ec: Keith Wayne - Coddle Creek, LLC
Michael Parker- Mooresville Regional Office
Page 2 of 2

Application Completeness Review
a'� First Submittal ❑ Re-subrpittal Date Received:, z_ Date Reviewed: w 2
Development/Project Name: W,*YW BJLOS , cam, A a W
Receiving stream name Ro GK Y X, classification:
By I -ID?
For post -construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-Il, WS-III, WS-IV, HOW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy.
High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds):
Latitude and Longitude: 3S" 29 I "A.)Y0* 95 w9 04/ Jurisdiction
Project Address: 10 17 g S VtcKRY _
Engineer name and firm: G6tkl S 154,11 S -rmt /S-f"Iss G u
❑ Low Density (no curb and gutter) ❑ Low Density.with curb and gutter outlets 8-High Density ❑ Other
401/404 impa is to surface waters, wetlands, and buffers (add language to cover letter and/or addinfo letter)
Er BLIA 6
e� Check for $505,00 included
O--Original signature (not photocopy)on application
cq� Legal signatur Corporation-VP/high r, Partnership -General Partner/higher, LLC-member/manager, Agent).
------------
Check spelling, capitalization, punctuation: http://www.secretary.state.nc.us/corporations/thepage.aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
—o For subdivided projects, a signed and notarized deed restriction statement
e' Sealed, signed & dated calculations
tu— Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
E5tand Filter
❑ Stormwater Wetland
❑ Wet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
a5 Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
(_cl\ Narrative Description of stormwater management provided
SJ Soils report provided YjV5, 13at7 n-0 -sm v7 /AIPO• /N /T .
o— Wetlands delineated or a note on the plans that none exist on site and/or adjacent property
cr— Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
m� Dimensions & slopes provided AA
M'�Drainage areas delineated Pa pervious and impervious reported for each AAreas of high density
t9' Inspection and maintenance agree
yents provided
❑ Application complete ®'Application Incomplete Returned: (Date)
N.ZrtZ> v,2- ... r K7+N.v
February 9, 2009 Revisior� ��
ARSC T K *t4'Cc4✓6-,/ �hR f of /i c c sf 's
� LAA¢rL

SL.2006-246 Section 9 Post Construction Requirements for Non -Coastal Counties
r
Low -density iproiects
❑ No more than two dwelling units per acre or 24% built -upon area; ".
❑ Vegetated conveyances to the maximum extent practicable;
❑ Built -upon areas at least 30 feet landward of perennial and intermittent surface waters;
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures.
Hioh densitv oroiects
❑ Control and treat runoff from the first one -inch of rain.
❑ Runoff volume drawdown time must be a minimum of 48 hours, but not more than 120 hours;
❑ Discharge the storage volume at a rate equal to or less than the predevelopment discharge rate for, the
one-year, 24,-hour storm.. �.
Li Achieve 85°Yo average annual removal of total suspended solids..,
❑ For BMPs that require a separation.from the seasonal high-water, table (SHWT), the separation shall include
at least 12 inches of naturally occurring soil above the SHWT.'
❑ Stormwater management measures must comply with the General Engineering Design Criteria For All
Projects requirements listed in 15A NCAC 2H .1008(c);
❑ All built -upon areas are at least 30 feet landward of perennial and intermittent surface waters.,,.,
❑ Deed restrictions, protective covenants, anWor other restrictive language/measures
❑ Provide a mechanism to require long-term operation and maintenance of Best Management Practices
Goose Creek, Six Mile Creek and Waxhaw Creek Watersheds
Buffer Requirements
❑ Undisturbed riparian buffers within 200 feet of water bodies within the 100-Year Floodplain and within 100 feet
of water bodies that are not within the 100-Year Floodplain. Exceptions to the undisturbed buffer
requirements are set forth in 15A NCAC 02B .0607
Stormwater Controls as required by 15A NCAC 02B .0602
❑ Control and treat the difference between the pre -development and post -development conditions for the one-
year, 24-hour storm with structural controls.
❑ Development and redevelopment shall implement stormwater management measures that promote infiltration
of flows and ground water recharge for the purpose of maintaining stream base flow.
❑ 85% average annual removal of total suspended solids.
❑ Draw down the treatment volume no faster than 48 hours, but no slower than 120 hours, for detention ponds.
❑ Discharge the storage volume at a rate equal or less than the pre -development discharge rate for the one-
year, 24-hour storm.
❑ Meet design or stormwater management measdres,set forth in, 15A NCAC 2H :%1008P:
High Density Projects that require a 4011404 within an NSW
❑ 85% TSS
❑ 30% TN
❑ 30% TP
February 9, 2009 Revision

ISAACS
CIVIL ENGINEERING DESIGN & LAND SURVEYING C
8720 RED OAK BOULEVARD, STE. 420
CHARLOTTE, N.C. 28217
PHONE [phone] FAX [phone]
TO NCDENR: Division of Water Quality
512 N. Salisbury Street, 9th Floor
Raleigh, NC 27604
919-807-6375
WE ARE SENDING YOU ❑ Attached
❑ Shop drawings ❑ Prints
❑ Copy of letter ❑ Disk
LETTER OF TRANSMITTAL
DATE: 11/19/2012 JOB NUMBER: 06235
ATTENTION: Robert Patterson
RE: Wayne Brothers Corporate Headquarters
Sudbury Road - Cabarrus County
❑ Under Separate cover via
❑ Plans
❑✓ Applications
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
2
Civil Plans
1
Pro'ect Calculations Includes Narrative
2
Stormwater Permit Application Form (Original and Co
1
Sign & Sealed BMP Supplement Form & Checklist
1
O&M agreement
1
$505 processing fee DWQ
1
USGS ma
1
Soils Report
1
Deed
1
LLC Annual Report
1
Wetlands Survey and Report
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved and submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for Corrections
7 For review and comment ❑
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
REMARKS
Attached are the items required for the storm water review of the proposed Wayne Brothers Corp. Headquarters
in Cabarrus County. Please let me know if you have any questions or comments. Thank you
COPY TO SIGNED Few#Zcuy ,". 7). 5.

WGM Design
Attn: Sean Delapp
1125 Tryon Street
STE 2000
Charlotte, NC 28284
March 1, 2006
Job #5-1723 wl
� ^ n
Re: Detailed Wetland Delineation NOV 2 O Zu12
75-acre Tract — Cabarrus County, NC WNR _ wnrsu n, w
Dear Mr. Dclapp:
At your request S&EC has performed a detailed wetland delineation on 75-acres in Cabarrus
County, NC. The evaluated property occurs south of the intersection of Mooresville and
Davidson Roads west of Kannapolis, NC. Surface waters on the property flow to the Rocky River
(C waters). Figure 1 shows the approximate boundaries of the evaluated properties on the
"Cornelius" USGS topographic quadrangle. One intermittent stream is depicted on the property
as per the USGS map; however, other waters of the US were identified as a result of on] -
evaluation.
ExECUTIVF, SUMMARY
We have determined wetlands and stream channels subject to Section 404 regulation by the US
Army Corps of Engineers (USACE) exist on the evaluated property. S&EC delineated four
streams averaging 2-3' in width. Five wetlands were delineated adjacent to streams on the
property. Aquatic life was identified in the larger streams and will likely require mitigation
depending on impact amounts. Two marginal streams were also identified during our fieldwork.
We recommend having a meeting with the USACE to review these features. We recommend
having a wetland survey of our flags prepared for approval by the USACE. Please refer to the
sketch map and the results and recommendations section below for more detailed information.
SCOPE OF WORK
The wetland delineation consisted of pedestrian reconnaissance of the subject property in which
the soils, vegetation, and hydrology were evaluated using procedures described in the Corps of
Engineers Wetlands Delineation Manual (Januay 1987 — Final Report). When areas with

positive indicators of hydric soils and evidence of wetland hydrology and hydrophytic vegetation
are located wetlands are sketched onto a base map. Proof of wetland hydrology is found via the
existence of hydric soils with oxidized root channels in the upper 12 inches of the "A" horizon,
water borne deposits, drift lines, scour marks, drainage patterns, regional indicators of soil
saturation, etc. Surface waters (streams) which are also subject to regulation by the US Army
Corps of Engineers (USACE) as waters of the US were also identified. These surface waters
may also be referred to as jurisdictional waters to indicate that they are within the jurisdiction of
the USACE. It is important to note that wetlands are also classified as waters of the US and
regulated by the USACE.
RESUI:rs & RECOMMENDATIONS
Wetlands and Jurisdictional Waters:
We have determined that jurisdictional streams and wetlands occur on the property. Streams and
wetlands were flagged using sequentially numbered pink S&EC logo tape. One stream was
delineated in the southwestern portion of the property with flags 01-55. Flags 50-55 delineate a
portion of the stream that has the potential to be isolated waters of the state. There exists a break
in the channel between flags 49 and 50 (see map). A stream joined in confluence with the
aforementioned stream at flag 27. This stream was delineated with flags 100-1 14. Another stream
joined in confluence with the 0-55 series stream at flag 02 and was delineated with flags 200-
246. A small stream joined in confluence with the aforementioned stream at flag 229 and was
delineated flags 300-303. Three wetlands were flagged adjacent to the 0-55 series stream with
flags 4a-4b and 20a-20i and 22a/b. Two wetlands were delineated adjacent to the 100 series
stream with flags 100a-107a and 10lb-105b. Two marginal streams were identified during our
fieldwork (see map). We do not believe the two marginal streams meet the criteria for
jurisdictional status. Aquatic life was observed in the two larger streams. Therefore, these two
streams are likely to be considered miligable by the USACE. Mitigation will likely be required if
impacts exceed 150 linear feet. We recommend as site meeting with the USACE to review
marginal features and approve our delineation. Afler that meeting we recommend preparing a
wetland delineation survey for USACE approval.
All S&EC flags comprising the wetland and jurisdictional waters delineation should be surveyed
and a Wetland Delineation Map generated if USACE approval is desired. The Wetland
Delineation Map should include all of the information listed on the attached `Requirements for
Wetland Delineation Maps'. S&EC delineation flag numbers should be shown on the wetland
survey. Please complete the attached agent authorization form if you would like S&EC to act on
their behalf for requesting approval of the wetland delineation. This form is also used in
preparing a permit application for impacts to wetlands or surface waters. S&EC cannot conduct
correspondence with the USACE unless we have agent authorization (see attached Agent
Authorization). This authorization form must be filled out in its entirety by the current
landowner and sent to S&EC (a faxed copy is acceptable).
i

REGULATIONS
Regulations that apply to jurisdictional wetlands and waters present on the site are discussed
below.
Local Ordinances:
We recommend consulting with your project planner/engineer with questions regarding any
potential stream buffer ordinances in Cabarrns County.
Wetland Permitting:
Wetland impact permits are issued on a per -project basis as delerniined by the USACE. The
USACE has determined that impacts on parcels sub -divided from larger tracts are sometimes
considered to be cumulative to existing impacts for the large tract. If this is the case, then
thresholds as discussed below may not apply and impacts to wetlands must be considered in light
of existing permits.
Impacts above nationwide permit thresholds of 1/2 acre of jurisdictional wetlands or waters of
the US and/or 300 linear feet of important (perennial) stream channel require an Individual
Permit (IP). Individual Permits require an analysis to determine that the proposed impact is the
least environmentally damaging practical alternative, typically require compensatory mitigation,
notification to adjacent property owners, and public notice.
For projects with no previous permits, pre -construction notification to the USACE is not required
for impacts less than 1/10 acre. Pre -construction notification and approval by the USACE is
required for wetland impacts that exceed 1/10 of an acre and /or any stream channel impacts.
Preconstruction notification to the NC Division of Water Quality (DWQ) is required for wetland
impacts greater than 1/10 acre and/or 150 linear feet of stream channel impact. If notification to
the DWQ is required and the project impervious area is 30% or more, then stormwater treatment
to meet the pollutant removal design standard of 85% removal of total suspended solids (i.e., wet
detention basins, stormwater wetlands, sand filters, bioretention areas, etc.) will likely be
required by the DWQ. If impacts are proposed for any of the areas we can discuss the
ramifications with you.
Nationwide Permit 39 (Residential, Commercial, and Institutional Developments) limits above -
grade fills within 100-year floodplains specifically prohibiting above -grade fill within the
floodway. Therefore impacts such as filling wetlands in the floodway of the 100-year lloodplain

outside of utility and road crossings are not allowable without an 1P. Additionally, Nationwide
Pen -nit 39 limits stream channelization and relocation to streams with an average annual flow of
less than lcfs and placement of storm water management facilities (wet ponds) on wetlands or
perennial streams.
Impacts to vegetated wetlands in excess of 1 acre of wetlands or 150 linear feet of stream
channels containing "significant aquatic function" may require mitigation by the DWQ. The
USACE may require mitigation for any wetland/jurisdictional waters impacts. Wetland
mitigation is a complex process that requires planning and monitoring. Channel mitigation is
typically intended to replace lost signi ficant aquatic functions and values. Relocating channels is
considered to be an adverse impact and typically results in mitigation within the new channel.
S&EC will discuss mitigation issues with you if we believe your project may require mitigation.
A complete DWQ 401 Water Quality Certification application has a maximum 60-day processing
period while Individual Permit applications submitted to the USACE have no maximum
processing periods. The USACE require that all impacts to wetlands or Waters of the US, less
than 1/10 acre, be reported to the USACE within 30 days of the completion of construction. A
complete USACE Nationwide Permit application has a 45-day processing period.
ADDITIONAL SERVICES
If you so choose the following is a list of additional services we can perform: (1) Site meeting
with the USACE for approval of our delineation, (2) Notification to the USACE and NC DWQ
regarding impacts to jurisdictional areas and permitting issues, if applicable. A separate proposal
can be generated for additional work. Please advise.
Brandon Fulton
Environmental Scientist/
Staff Soil Scientist
Attachments: Wetland Sketch Map
Sincerely,
Wendell Overby
NC Licensed Soil Scientist/
NC Registered Forester
USGS topo quad
Requirements for Welland Delineation Maps
USACE Agent Authorization Form
Project Checklist

`F V
Mitigation ratios will be at 1:1
0
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Intmermittent Unimportant
200-210
Intmermittent Unimportant
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. 200
205
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226
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232
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300-303
11

�ryex E-Filed Annual Report
-1-0-8021939
I LIMITED LIABILITY COMPANY
ANNUAL REPORT Do not data cntunmanually.
NAM17 OF LIMITED LIABILrrY COMPANY:
Coddle Creek, LLC
REPORTFOR TI.11's YEAR: 2012
STATE OF INCORPORATION: NC
SF,CRE,FARY OF STATE I-L.C. ID NUMBER:
0861143
NATURE OF BUSINESS: Lund -Site Development
REGISTERED AGENT: WAYNE. D KEITH
REGISTERED OFFICE MAILING ADDRESS:
195 Emil Woods Dr
Kannapolis, NC 28081
RBGIS'rERED OFFICE STREET ADDRESS:
195 limn Woods Dr
Kannupoli.c, NC 28081 Rowan Countv
PRINCIPAL OFFICETELEPHONE NUMBER:
704-938-8400
PRINCIPAL OFFICE MAILING ADDRESS:
195 Livin Woods Dr
Kannapolis, NC 28081
PRINCIPAL OFFICE STREET ADDRESS:
195 Lavin Woods Dr
Kannupoli.e, NC 28081
MANAGERS/MEMB ERS/ORGAN I%ERS:
Name: Darryl Keith Wayne
Title: Manager
Address:
195 Ervin Woods Dr
Kannapolis. NC 28081
CERTIFICATION OF ANNUAL RL'PORT MUST
13E COMPLE'ITI) 13Y ALL LIMITED LIABILITY COMPANIES
Darryl Keith Wayne
03/01 /2012
17ORM MUST BE SIGNED BY A MANAGEWMENIBER DATE
Darryl Kcith Wayne
Manager
TYPE. OR PRINTNAME
TYPE OR PRINT TIT'LR
ANNUAL REPORT FE17: S200 MAIL'f0:
Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27026-0525
RV rU V 12
NOV 2 0 ' iUIZ

C200622000346
State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID: (1861143
Date Filed: 8/11/2006 4:02:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200622(118)346
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.
I. The name of the limited liability company is: Coddle Creek, LLC
2. If the limited liability company is to dissolve by a specific date, the latest date on which the
limited liability company is to dissolve: (If no date for dissolution is specified, there shall be no
limit on the duration of the limited liability company.)
a
5.
The name and address of each person executing these articles of organization is as follows:
(State whether each person is executing these articles of organization in the capacity of a
member, organizer or both. Note: This document must be signed by all persons listed here).
Jason A. Oesterreich (Organizer)
The Law Offices of Swindell & Jones
227 West Trade Street, Suite 2030
Charlotte North Carolina 28202
The street address and county of the initial registered office of the limited liability company is:
Number and Street 8819 Columbus Street
City, State, Zip Code Davidson, North Carolina 28036
County Cabarrus
The mailing address, if different from the street address, of the initial registered office is:
6. The name of the initial registered agent is: D. Keith Wayne
Principal office information: (Select either a or b)
a. Q The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street 8819 Columbus Street
City, State, Zip Code Davidson North Carolina 28036 County Cabarrus
The mailing address, tf different from the street address, of the principal office of the corporation is:
b. ❑ The limited liability company does not have a principal office.

C200622000346
8. Check one of the following:
(i) Member -managed LLC: all members by virtue of their status as members shall be
managers of this limited liability company.
✓ (ii) Manager -managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as
members.
9. Any other provisions which the limited liability company elects to include are attached.
10. These articles will be effective upon filing, unless a date and/or time is specified:
This is the 4th day of August 20 06
Jason Oesterreich (Organizer)
Type or Print Name and Title
NOTES
1. Filing fee is $125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.O. Box 29622 RALEIGH, NC 27626-0622
(Revised January 2001) (Form L-01)
Instructions for Filing

1.0127'
0114
FILED
CABARRUS COUNTY NC
LINDA F. McABEE
OF IIFFDG
REGISTER
FILED Aug 22, 2012
AT 09:23 am
BOOK 10127
START PAGE 0114
END PAGE 0122
INSTRUMENT# 21191
EXCISE TAX $0.00
Prepared by:
eav
�c 1, Kent
NZ;Ls9 p
h,rc,
® nS1�-�IL
Uttreaseeurded,-n.4um lol.a" I -of Gl
Grantee
Excise Tax: $0.00 (Deed is for Parcel Consolidation Only)
Tax Parcel No: 13952, 13961, 13963, 95604, 95605
Brief Description for Index: Approximately 56 acres on Hwy 3, Cabarrus County
STATE OF NORTH CAROLINA
NORTH CAROLINA
COUNTY OF CABARRUS GENERAL WARRANTY DEED
(FOR TAX PARCEL RECOMBINATION)
THIS NORTH CAROLINA GENERAL WARRANTY DEED is made as of the 28th day of
June,2012 by
GRANTOR: CODDLE CREEK, LLC,
a North Carolina limited liability company
Grantor's Address: 195 Ervin Woods Drive
Kannapolis, NC 28081
to
GRANTEE: CODDLE CREEK, LLC,
a North Carolina limited liability company
Grantee's Address: 195 Ervin Woods Drive
Kannapolis, NC 28081
For good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged,
Grantor does grant, bargain, sell and convey unto Grantee, in fee simple, all of Grantor's right, title and
interest in and to that certain real property located in Cabarrus County, State of North Carolina more
particularly described as follows (the "Land"):
SEE ATTACHED EXHIBIT A ►� �� _j '.J ID�
tvj 4, 3 102
�6�

10127'
0115
THE GRANTOR ACQUIRED THE LAND BY VIRTUE OF DEEDS RECORDED IN BOOK 6987,
PAGES 17, 21 AND 26, AND BOOK 8047, PAGE 232. THE PURPOSE OF THIS DEED IS TO
COMBINE ALL OF THE LAND INTO ONE TAX PARCEL SO THAT IT WILL BE
COLLECTIVELY ASSESSED.
TOGETHER with all rights, obligations and interests appurtenant to the Land, (the "Appurtenances") (the
Land and the Appurtenances are collectively referenced herein as the "Real Property").
All or a portion of the Real Property herein conveyed does not include the primary residence of Grantor.
TO HAVE AND TO HOLD the aforesaid Units and all privileges and appurtenances thereto belonging to
Grantee in fee simple.
And Grantor covenants with Grantee that Grantor is seized of the Real Property in fee simple, has the right
to convey the same in fee simple, that title is free and clear of all encumbrances other than as set forth
herein, and that the Grantor will warrant and defend the title against the lawful claims of all persons
whosoever, except for the exceptions hereinafter stated.
Title to the Real Property is subject to the following exceptions:
Ad valorem taxes for the year 2012 and subsequent years; and
2. All easements, covenants, restrictions and other matters appearing in the public record.
THE REMAINDER OF THE PAGE IS INTENTIONALLY LEFT BLANK. SIGNATURES
APPEAR ON THE FOLLOWING PAGE.

1.0127'
0116
IN WITNESS WHEREOF, Grantor, by authority duly given, has executed this instrument as of the day
and year first above written.
GRANTOR:
CODDLE CREEK, LLC
By:
D. Keith W ,Manager
STA'rE OF NORTHI} CCARROOLINA
COUNTY OF Y'-
1 certify that the following person(s) personally appeared before me this day, each acknowledging to me
that he or she voluntarily signed the foregoing document for the purpose stated therein and in the capacity
indicated: D. Keith Wayne. 4,.tS,d
Date: \A�2i or Typed Name:
Notary Public
[Official
v aOTggr OP S
� ,oUg�tG 2 c
rv°
My commission expires:

1.0127'
01176967 snrnt6987 int 20
0020
Legal Description
That certain tract or parcel of land situated, lying and being in the County of Cabarrus,
North Carolina and being more particularly described as follows:
BEGINNING at the intersection of the centerlines of Davidson Road and Odell School
Road (S.R. 1601) and thence following the centerline of Odell School Road S 65-12-50 E 700.76
feet to a point computed; thence S 46-47-59 E 72.54 feet to a point computed; thence S 31-09-00
W 792.31 feet to an iron pin; thence following a curve with a radius of 940.00 feet, an arc length
of 224.27 feet, a chord bearing of 81-14-03 E, and a chord length of 223.74 feet to an iron pin;
thence S 01-54-39 E 80.00 feet to an iron pin; thence S 30-34-06 E 41.66 feet to a point
computed; thence S 21-23-19 E 61.18 feet to a point computed; thence S 08-26-I1 E 42.58 feet
to a point computed; thence S 35-34-03 W 92.42 feet to a point computed; thence S 09-29-27 E
30.04 feet to a point computed; thence S 37-21-18 E 66.66 feet to a point computed; thence S 29-
40.45 E 58.91 feet to a point computed; thence S 11-59-10 E 56.69 fat to a computed point;
thence S 18-15-16 E 86.18 feet to an von pin at the common comer with the property of Jane W.
Coley (now or formerly), Deed Book 2169 at Page 124; thence following a common line with
said Coley S 65-05-04 W 179.54 feet to an iron pin at a common comer with said Coley; thence
following a common line with said Coley S 24-55-13 E 506.86 feet to the intersection with the
centerline of Sudbury Road (S.R. 1607); thence following the centerline with said Sudbury Road
the following two courses and distances: (1) S 63-46-49 W 103.61 feet to a point computed; (2)
S 64-39-55 W 75.99 feet to a point computed; thence the following (13) courses and distances:
(1) N 25-20-37 W 31.04 feet to an iron pin; (2) N 58-06-03 W 23.23 feet; (3) N 39-03-21 W
15.05 feet; (4) N 49-36-00 W 11.21 feet; (5) N 59-04-55 W 29.88 feet; (6) N 66-35-17 W 26.71
feet; (7) N 28-3742 W 25.58 feet; (8) N 19-11-23 E 9.94 feet; (9) N 33-42.35 W 16.19 feet; (9)
N 58-29-09 W 21.08 feet; (10) N 18-56-18 W 30.21 feet; (11) N 42-5840 W 48.53 feet; (12) N
31-42-05 W 24.97 feet; (13) N 57-10-39 W 60.23 feet to an iron pin; thence N 00-00-00 W
267.27 feet to an iron pin; thence N 18-2145 W 492.06 feet to an iron pin; thence with an are to
the left, a chord radius of 540.00 feet, chord length 468.27 feet, bearing N 82-43-52 W 453.73
feet to an iron pin; thence N 58-40-35 W 322.13 feet to the intersection with the centerline of
said Davidson Road; thence following the centerline of said Davidson Road N 33-25-12 E
1130.20 feet to the intersection of the centerlines of said Davidson Road and said Mooresville
Road, the POINT AND PLACE OF BEGINNING, containing 28.294 acres, and as shown on the
Conveyance Plat J.C. Wallace & wf. Marie Property, prepared by The ISAACS Group, Stephen
S. Dyer, and dated June 29, 2006.

1.0127
01186987'
0025
�cn(6987 ija 25
EXHURFr A
Legal Description
That certain tract or parcel of land situated, lying and being in the County of Cabarrus,
North Carolina and being more particularly described as follows:
BEGINNING at the intersection of the centerlines of Sudbury Road (S.R. 1607) and
Odell School Road (S.R. 1601) and thence following a common line of the centerline of Odell
School Road and the property of J.C. Wallace & wf. Marie (now or formerly), Deed Book 6420
at Page 217 N 24-28-04 W 332.83 feet to a common comer with said centerline and the property
of said Wallaces, the POINT AND PLACE OF BEGINNING, thence following a common line
with said Wallaces S 65-48-29 W 288.21 feet to a common comer with said Wallaces; thence
following a common line with said Wallaces N 47-08-37 W 539.59 feet to a common comer
with said Wallaces; thence following a common line with said Wallaces N 42-51-23 E 266.79
feet to a common comer with said Wallaces and B.M Morrison (now or formerly), Deed Book
405 at Page 412; thence following a common line with said Morrison S 47-08-37 E 556.98 feet
to a common comer with said Morrision; thence following a common line with said Morrison N
46-54-30 E 37.29 feet to a common comer with the property of said Morrison and the centerline
of Odell School Road; thence following the centerline of Odell School Road S 24-28-04 E
100.10 feet to the POINT AND PLACE OF BEGINNING, containing 3.69 acres, and as shown
on the Boundary Survey Property of J.C. Wallace & wf. Marie, prepared by Pyramid Land
Surveying, Rufus Jackson Love, and dated January 11, 2006.

1,0127,
0119 698y
0029 g1 6937 29
A 4-1 119 rI�
Legal Description
That certain tract or parcel of land situated, lying and being in the County of Cabarrus,
North Carolina and being more particularly described as follows:
BEGINNING at a 45 rebar found at the common comer of the right-of-way of Sudbury
Road (S.R. 1607) and the property of J.C. Wallace & wf. Marie (now or formerly), Book 6420 at
Page 217, and thence following a common line with said Wallaces N 27-58-54 W 481.85 feet to
a #5 mbar at the common comer with said Wallaces; thence following a common line with said
Wallaces N 62-01-23 E 457.82 feet to a #5 rebar at the common corner with said Wallaces;
thence following a common line with said Wallaces S 28-13-35 E 478.26 feet to a #5 bent rebar
in the common corner with said Wallaces and the right-of-way of Sudbury Road; thence
following a common line with the right -of way of Sudbury Road the following four courses and
distances: (1) S 62-21-55 W 41.19 feet; (2) S 61-47-40 W 88.67 feet; (3) S 61-47-40-W 214.29
feet; and (4) S 60-43-08 W 115.74 feet to the POINT AND PLACE OF BEGINNING,
containing 5.01 acres, and as shown on the Boundary Survey Property of J.C. Wallace & wf.
Marie, prepared by Pyramid Land Surveying, Rufus Jackson Love, and dated January 11, 2006.

1.0127
O12O8047
0236
LEGAL DESCRUMON
1- �7F
BEGU04NG at a railroad spike lying in the ceotalme of the right-of-way of Davidson
Road (40' public right-of-way), thenux S38-56-19E 1,163.64 fat to a number four rebar lying in
the common corner of the property of Dellinger (now or formerly Deed Book 738, Page 151);
thence with the line of Dellinger the following two courses and distances: N65.04-53E 212.41
fed to a number four rebar; S38-54-32E 244.28 feet to a computed point lying in the ca terime of
the right-of-way of Sudbury RoadSJL 1607 (40' public right-of-way); thence with the cratclinc
of said Sudbury Road, N64-39-55E 246.91 feet to a computed point lying in the common
boundary of the property of Coddle Credo, LLC (now or formerly - Deed Book 6996, Page 17;
Cabartus County PIN 46733662690000), thencc leaving the amerline of Sudbury Road and
following the line of said Coddle Crock, LLC, the following eightecu (18) courses and distances:
1. N25-20-37W 31.04 fat;
2. N58-06-03W 23.23 fees;
3. N39-03-21W 15.05 fact;
4. N49-36-00 W 1I.21 fat;
5. N59-04-55W 29.88 feet;
6. N66-35-17E 26.71 fat;
7. N29-3742W 25.58 feet;
8. N19-11-23E 9.94 fed;
9. N3342-35W 16.19 fed;
10. N58-29.09W 21.08 fact;
11. N18-56-IOW 30.21 feet;
12. N42-59-40W 48.53 fed;
13. N3142-05W 24.97 fed;
14, N57-10-39W 60.23 feat;
15. N00-00-WW 267.27 fed;
16, N18-2145W 492.06 fat;
17. With the arc of a circular awe to the right having a radius of 540.00 fed an arc length of
468.27 fed, a chord bearing of N8243-52W and a chord length of 453.73 fed to an iron pin
found/set;
IS. N5840-35 W 322.13 fed to a computed point lying in the centerline of the right-of-way of
Davidson Road (40' public rightof-ways
thence with the centerline of said Davidson Road S28-58-36W 364.19 fed tb"an iron pin
founded and the POM AND PLACE OF BEGINNING; said tract containing 17.751 airs and
designated as "Tercel 2" as shown on a plat entitled "Conveyance Plat J.C. Wallace and wf.,
Marie Property" dated January 22, 2008, prepared by the Isaac's Group, Steven S. Dyer, North
Carolina Professional Land Surveyor Number L-3509.

10127-
01218047
Trld
0237
BEGINNING at a computed point lying in the intersection of Sudbury Road-S.R. 1607
and Odell School RuedSIL 1601; thence with the centerline of said Sudbury Road S6637-25W
1
194.53 feet to a computed point; thence 565-13-08W 23631 feet to a computed point; thence
565-25-36W 309.18 feet to a computed point lying in the common caner of the land of Coddle
Crack, LLC (now or formerly, Deed Book 6987, Page 26; Cabatnu County PIN
46733662690000); thence with the line of said Coddle Credo N25.09-54W 503.26 fed to an iron
point found/set; thence S65-05-04W 278.29 feet to an iron pin found/sat lying In the common
boundary of the property of Coddle Creek, LLC (now or formerly, Deed Book 6987, Page 17);
thence with the line of said Cuddle Creek the following twelve courses and diataoces:
1. N18-15-16W 86.18 fed;
2. N11-59-IOW 36.69 fed;
3. N29-40-45W 58.91 feet;
4. N37-21-I SW 66.66 feet;
5. N09-29-27W 30.04 feet;
6. N35-34-03E 92.42 fed;
7. NO8-26-1 I W 42.58 feet;
S. N21-23-19W 61.18 fed
9. N30-34-06W 41.66 feet;.
10. N01-54-39W 90.00 feet;
11. With the arc of a circular curve to the left having a ra&w of 940.00 fed mare length of
22417 fed a chord bearing of 581-14-03 W a chord length of 223.74 fed;
12. N31-09-OOE 792.31 fed to a computed point lying in the western most mend of Highway 3
(Momcaville Road) S.R. 1609 (60 foot public right-of-way);
thence 546-47-59E 75.55 fed to a throe quarter inch pipe on line; thence 946.47-59E 597.12 fed
to a one inch iron pipe lying in the common corner of the property of Coddle Creek. LLC (now or
formerly, Deed Book 6987, Page 26, Cabema Gantry Pin Number 46735698280000); thence
545-55-04W 266.79 fed to an iron pin fmaid/seh theme 544-04-56E 539.59 fed to an iron pin
found/se; thence N68.52-IOE 288.21 fed to a computed point lying in the centedim of Odell
School RoadS.R.1601; thence with the centerline of acid Odell School Road 521.24-23E 332.83
fed to a complied point and the POINT AND PLACE OF BEGINNING; Bald tract containing
approximately 20.957 acres and designated as Parcel 3 on a plat entitled "Conveyance Plat 3.C.
Wallace and wf., Marie Property' dated January, 22, 2008, prepared by the Isaac's Group, Steven
S. Dyer, North Carolina Professioad Land Surveyor Number L-3509.

1.0127
0122
EXHIBIT A
Legal Descriptions
Less and except all that certain real property conveyed by the Grantor and Wayne -Highway 3, LLC
to Highway 3Investors, LLC pursuant to those deeds recorded in Book8044, Page 281 and 287 of the
Cabarrus County Public Registry.

TopoZone'--USGS Cornelius (NC) Topo Map
Page 1 of 1
0 0.1 0.2 0.3 0.4 0.5 km G
0 0.09 0.18 0.27 0.36 0.45 mi
UTM 17 521487E 3927006N (NAD83/WGS84)
USGS Cornelius (NC) Quadrangle
Projection is UTM Zone 17 NAD83 Datum @^,8g;
NOV 2 () lull
http://www.topozone. comlprint. asp?lat=35.48636&lon=-80.76312&s=25 &size=l&u=4&layer=DRG&dat... 3/ 18/2008