SW6120103_HISTORICAL FILE_20120207

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW &,� "Zl 5
DOC TYPE 1 ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE �� Q�
m "KiJ,IJJ II-ED

LWIWA
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®
NC®ENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E.
Governor
Mr. Michael D. Ritch, PE
SDG Engineering
PO Box 680963
Marietta, GA 30068
Dear Mr. Ritch:
Director
February 7, 2012
Natural Resources
Subject: Request for Additional Information
Stormwater Project No. SW6120103
Walgreens Store #15151
Cumberland County
Dee Freeman
Secretary
The Division of Water Quality Central Office received a Stormwater Management Permit Application for
the subject project on January 17, 2012. A preliminary review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater
review:
1. The water quality calculations and supplement form for Sand Filter 1 do not match. Please
revise these to be consistent.
2. The Sand media is required to be a minimum of 18" deep. As discussed, there are site
constraints that may not make this feasible. However, please evaluate whether it is possible
to increase the sand media to 18 inches. (Seasonally high groundwater table must beat
least 1 foot below the bottom of the filter for closed filter designs) If it is not possible, please
describe why and justify how the sand filter plus the dry detention would satisfy or go
beyond our requirements.
3. Please make sure to include all items on the required checklist, such as, proposed drainage
easements and public right of way.
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 February 27, 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,
wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Ralegh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www,ncwaterqualit .org
An Equal Opportunity 1 Affirmative Action Employer
One
NorthCarolina
Naturally

SW6120103- Walgreens Store #15151
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
X�- Z—az�'�
Brian Lowther
Environmental Engineer
cc: Fayetteville Regional Office
SW6120103 File
Mr. Scott A. Moore, 3715 Northside Parkway, Building 200; Suite 750, Atlanta, GA 30327

A
SDG
Engineering
' Plannin}; • Surveying, . Engineering —
February 13, 2012
Mr. Brian Lowther
Environmental Engineer
North Carolina Department of
Environment and Natural Resources
Division of Water Quality
Re: Response to Review Letter dated February 7, 2012
Stormwater Project_ No. SW6120103
Walgreens Store # 15151
City of Fayetteville
Cumberland County, NC
Dear Mr Lowther:
Thank you for discussing the referenced review letter (attached) with us by telephone. Per that
ti..
discussion, the following is our enumerated response to iteths'd-3 of that letter:
1. Clarification of the water quality calculations and supplement Form for Sand Filter 1 revealed that the
calculations were consistent with the plans.
2. Per,our recent meeting, there are -site constraints relati! g-to:the depth of municipal -storm outfall;and to
the'high elevation of the seasonal High :water table that pi 61ii6it the ability to achieve the minimum sand
media,depth of-18" and.the ininiinuln-separation of 1' between the closed -sand filter and the seasonal high
-water-table. It was discussed that a;.icduction of sand media would be allowed, providing that,the.original
extended dry detention pond, also incorporating a calculated water quality volume, be included in the
overall design. This computed volum' e would,be in addition to that calculated for the various sand filters.
In our opinion; the current design provisions would surpass the'degree of water quality requirements,set
'by DENR.
3. Pei• recent discussion, attached is a copy of the access aiid inspection easement agreement between our
client and the City of Fayetteville.
"Thank you for your consideration of this letter and information. contained herein. Please contact this
office if you have any further questions or comments.
Sil rely,
Michael D. Ritch, P1
CC: Mr. Scott Moore - GLM Development
P. 0. Box 680963 0 Marietta, GA 30068-0017 0 .678-560-4161

North
Beverly., Eaves. Pbfdue
Governor
RY`e� . ....
6hael b, - ' ' Mr. M1" i-JRitch, RE
5.DG-Engin66Hh9-
PO Bo*680961-
L
Mari..eft-a,-.GA-30068
,- Dea r: h:, i
�E
-IA,6 AR
C a rodin a _._Depa5ment bF'E-nv5f()"9'..�qpn't qd,N -at ura I., Kesourc'es
Division 6i�1Vater Quality
CharCe; Wakild, P.E. :',�Dee;Ffeeman
Director ;Secretary
r6bruarY 7, 2012,
Subject- 13equest-for.Addiii6nal information,
Stormk#aterPr.bjbct,-N6. SW612010331,
Walgreens'.Sford.#15151
CumbeirIan'&CbuhfY-n
The!Division,of.; Water�Quallty Centrj)-Loffic'e'eecelv6d a Stormwater. Mahageinent Permit Application 4cir
i1i ary review
the I 17',1201LA-pr-L' -in. iew iii�i-Jh`f�r-=m'a`tIbn'[ ha's 'Oef- " 'in 4thk-
.5u§jqqj'pr9ject,on anuary. Orn e
the applickl6hAVA& complete. L THe,follow'. Ing , 7 i . nformation is need6d;fofco'ntihu6lthe.5tormW'a tk��
review:'
Ill., wzit 6-r, qu a I ity 6a Ic u 15-6 6 Ws �afi`d s u- 0 p' lem e nt if 6 r rn, f Filter 1 n 6t :m at&-. ease';
�3—
revise tl�e-s-e-to e consistent.
i- -I L --" -.:- � —
2., The-!;an]d,medla is required equire& 6e'-,a'mi-n'imum of 18fdeep.-.M discussed; th6re.areS67.
ctinstraints:tlig may not-,mAkeithis,feasible. However,,Lplea's'O,C-v6lLiate,w6ethgr;it.is'ip-ossi
A
-'-Lto-increaseAhe'tsand med i a',to, 181, inches: .(Seasonally... h igh-.gfou n dikate r, table must be at
—, 7777—,7- 7
L
1F�asfj',1,fj6t below the bottomf,IkL-"filter.f& closed not possible, please
Tdescri0e.wKy and ids ifY t -hbw the -sand filter'"rqIus thedry
ibeyond , our requirements:
i;_ T �-) ; "? , r I
3, 'Please mjk&:�urie to inclOcI6,--all'it6ffis on the (6qdi(ed "ch&kligt;,Uh as, proposeddr­dffi­a--&�
easements and public .right
Please -noteithatithis,requegt�f6r,6ddi-tioniliitif6rmation'is in resrlons "to a,,preliaiiharyxeview.j Tfi�
_7�rt, _ __=- __ . , . . L, 1._ _ _ ___ _. _ . . . q . - — ",I , —�- � �— - f, r
t. , . zo�� _ . .
reque§t'&d inf6rffaflbh",'sKould be received by this Offi&O'ejor'Co 11`6b�rdi�ry.-1-7;'201-2- or the application'
wT
ilfbe reiurne&w jficompjete.The.return of4project will necessitate e66brhittal of all required items,
including I e li I cation fee.
If -you heed i6d, dit-lonaltime to submit -th'e-, irif&rm ation, please, mi aX.. req uestfo r, a Ai ine
extension 't6the Division atthe addi'Css,i-n-dfax number itthe btdtt6 6fLthMbtteje.The request 4nil ftl-
,indicate the!Ldat`e'bV which -yowexpedjb-submitithe- required, infbrmation. The,:Divisi6n IsAlowed;901
da' �Y5M OM c-!he'F eie1pt6fa'cdmp!Wd:0-0-0 11161ti n to issue,tlie.pgrM,j�,
Metands and Stofmwalei Branch
7 N&I §e-ivi6e dWi, Rilio -WNMh Carolina27699-161T� ibBa
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16666­:.5i�f�. Sa-lisb6ry-Si.'-R04h,�N6rth Carolina2MO4- -:N c--Ar
Phone- -.'91 9-a&kb FAX 6 19-807:6494
Isle 4WOC" "ag, q6k
Ar Equal Opyoitunity I AkWmi4ye Ackr Empf6yer

SWkI Oi03- Walgreens Store#15151
Jf?you-have any guestions concerning.this4matte r please'feel'free to',call me at,(919),807-6368., , r
;Sinceirely;=
L.
,Brian i_oMher
EhVirohmentaL.Engineer
cc: Fayetteville Regional Office;
# SW6120103 File
Mr: Scott A Moore, 37A Northside Parkway, Build g, 00; 5uafe.750; Atlan#a, GA�30327
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Application Completeness Review
wl/ First Submittal ❑ Re -submittal Date Received: /7 ►Z Date Reviewed: /Z By Bill Diuguid4f
Development/Project Name: 141,ilqis les -5 SW,4 I 57
Receiving stream name '9.eg✓' r ee-4— Classification:
fiver Basin: C,
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-II, WS-III, WS-IV, HQW, 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): 71
Latitude and Longitude: 3S- D -7- 3S. S 59 23,3 W ,Jurisdiction
Project Address: (9 33 0 a SaA J t
Engineer name and firm; m;CMA_ct. D. P lTr ii _ -PE -ar, ,i61_q,r,(91 ej S
Phone:676 - 560-4A1Gf Email: U ,
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? Yes or P No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets ErFiigh Density ❑ Other
1J/l -ter 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or add info letter)
4✓ BUA 1;_/., Z ',,
Check for $505.00 included
riginal signature (not photocopy) on application
1 Legal signature (Corporation-VP/higher, 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.
—a- or subdivided projects, a signed and notarized deed restriction statement
Sealed, signed & dxtqd calculations
ri Correct suppleme�d O&M provided for each BMP on site (check all that were provided & number of each)
Bioretention
❑ Rooftop Runoff Management
r,� Dry Detention Basin
2"Sand Filter
❑
Filter Strip
❑ Stormwater Wetland
❑
Grass Swale
❑ Wet Detention Basin
❑
Infiltration Basin
❑ Low Density
❑
Infiltration Trench
❑ Curb Outlet
❑
Level Spreader
❑ Off -Site
❑
Permeable Pavement
❑ NCDOT Linear Road
❑
Restored Riparian Buffer
&"�' Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
Y", Narrative Description of stormwater management provided
Soils report provided + GO 0 1 cc r4„/i t'a L.
PUAf - — Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
adjacent property
g( Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
Dimensions & slopes provided
iCirainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
f MP operation and maintenance agreements provided
Application complete ❑ Application Incomplete Returned: (Date)
Comments
May 5, 2011 Revision, Bill Diuguid

SL 2006-246 Section 9 Post Construction Requirements for Non -Coastal Counties
Low-densitv r)roiects
❑ 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 languagelmeasures.
High density projects
❑ 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,
❑ Achieve 85% 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, and/or 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 measures set forth in 15A NCAC 2H .1008.
High Density Projects that require a 4011404 within an NSW
85% TSS
❑ 30% TN
❑ 30% TP
May5, 2011 Revision, Bid Diuguid

P
64 1 i'1 -
De'velopment
January 9, 2012
Brian Lowther
Environmental Engineer
NCDENR
Division of Water Quality
Stormwater Permitting Unit
Post -Construction Application
1617 Mail Service Center
Raleigh, NC 27699-1617
GLM Development Company, LLC
3715 Northside Parkway
Building 200, Suite 750
Atlanta, GA 30327
0: 770-512-8200
F: 770-512-8660
Re: GLM Fayetteville Bunce, LLC Application for Post Construction State Stormwater Permit
Please be advised that Scott Moore is the Vice President of Construction for GLM Fayetteville Bunce,
LLC.

r
GLM Development Company, LLC
1- -
3715 Northside Parkway
Building 200, Suite 750
Atlanta, GA 30327
0: 770-512-8200
F: 770-512-8660
January 9, 2012
Brain Lowther
NCDENR
Environmental Engineer
Stormwater Permitting Unit
Raleigh, NC 27699-1617
Re: NCDENR Project ID: Cumberland- 10/3 1 -1
Walgreens Store ##15151
NEC Raeford & Bunce Road (6330 Raeford Road)
Fayetteville, NC
Dear Brian:
Once again. I would like to thank you for meeting with myself and Michael Ritch, my civil
engineer, regarding our Walgreens project in Fayetteville, NC. As you know, this is a
difficult site and we have incorporated your thoughts from our meeting in the design of this
detention pond.
If you need any additional information, please contact me at [phone].
Jtt.
y,
Moore
Vice President
Director of Development & Construction
GL,M Development Company, LLC
Enclosure
D Pmpnwfm 5
"1] 1 7 201Z
DENR • WATER QUALITY
WETLANDS AND STQRMWATER gF XK

NCDENR
North Carolina Department of Environment and Natural
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
October 3 I, 2011
Scott Moore
GLM Fayetteville Bunce, LLC
3715 Northside Parkway, Building 200 Suite 750
Atlanta, GA 30327
Dear Sir,
Resources
Subject: Post -Construction Notification
Project ID: Cumberland-10/31-1
Project: Walgreens Store 4 15 151
Cumberland County, North Carolina
Dee Freeman
Secretary
A review of the Financial Responsibility/Ownership (FRO) form required under the
Sedimentation Pollution Control Act received on October 27, 2011 has determined that the Walgreens
Store ##15151 project may be subject to a State Stormwater Permit for Post -construction.
Unless excluded under the provisions of Session Law 2006-246, Section 8, you must submit
within 30 days an application for a Post -Construction Stormwater Permit to:
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Stormwater Permitting Unit
Post -Construction Application
1617 Mail Service Center
Raleigh, NC 27699-1617
The Post -construction permit is in addition to a North Carolina General Permit (NCG010000)
permit received for construction activity from the Division of Water Quality. For more information
regarding MSI Post -Construction and Phase II Session Law 2006-246 please visit:
http://portal.nc_denr.oraweb/wq/ws/su/statesw
If you have any questions concerning this matter please feel free to call me at 919-807-6368 or e-
mail me at Brian. [e-mail].
Sincerely, } \
Civthef
1 _ Environmental Engineer
cc: Fayetteville Regional Office, Surface Water Protection Section
Stormwater Permitting Unit Files
Welly ids and Stormwatei Brancl.
1617 Mail Sen ;c Center, Raleip, North C?rolina 27699-11617 NOror
t
--� Loca m 512 N,Salisbury St R.-hip, Nu*Carolina 276CI h !Car MI%ina
P#io! :::59-K-3300LFAX :,1' 5� -6491 Customersen e: 1-87r ;23-6748 G`
lnlwnpt ,wm. .,vaterquality cr, YY J

4
October 17, 2011
GLM Fayetteville Bunce, LLC
3715 Northside Parkway
Building 200 Suite 750
Atlanta, Georgia 30327
Attn: Mr. Scott Moore
E: [e-mail]
Re: Soil Science Report
Proposed Walgreens Store
Northeast Quadrant 1 Bunce Road & Raeford Road
Fayetteville, North Carolina
Terracon Project No. 70115033
Dear Mr. Moore,
Irerracon
The soil science evaluation of the seasonal high water table and in -situ infiltration for the proposed
Bunce Road Walgreens store in Fayetteville, North Carolina has been completed. Based on the
soil scientist's evaluation, the seasonal high water table is at a depth of 68 inches in the pond
area. Infiltration rates of the soils in the pond area are .relatively low. The soil science report is
attached.
We appreciate the opportunity to be of service to you on this project. If you have any questions
concerning this report, or if we may be of further service, please contact us.
Sincerely,
Terracon Consultants, Inc.
SCr - we.-&
Barney C. Hale, PE
Senior Principal
Attachment: Report of Soil Evaluation for Stormwater Treatment / Walgreens 1 Fayetteville, NC
Dated October 14, 2001 1 Prepared by Fred D. Smith Soil Consulting, Inc.
Terracon Consultants, Inc. 5240 Green's Dairy Road Raleigh, North Carolina 27611
P 19191873 2211 F 19191 873 9555 Terracon.com NC Reg. F-0869

FRED D. SMITH SOIL_ CONSULTING, INL
October 14, 2011
Mr. Barney Hale
Terracon Consulting Engineers
5240 Green's Dairy Rd
Raleigh, NC 27616
Subject: Report of a Soil Evaluation for Stormwater Treatment
Walgreens
Fayetteville, NC
Dear Mr. Hale,
This letter concerns the soil evaluation I performed at the above mentioned site. You authorized
me to perform a soil evaluation of the surface soils on the site to determine the depth to -the
`seasonal high water table', and to perform in -situ soil permeability testing at the site.
You provided me with site drawings that show the existing site conditions, planned buildings
and planned stormwater pond.
My work consisted of hand auger borings to observe and describe physical properties such as
texture, color, structure, consistency, depth to seasonal or perched groundwater, parent
material, and restrictive horizons. The soils are described into the USDA soil classification
system. The work was done in general accordance with the rules for stormwater disposal { 15A
NCAC 02H .1008 (d)}.
The soil is formed from coastal plain sediments.
Hand augers in starmwater pond area:
Horizon/Depth
Texture
Color and description
inches
A / 0-6
Loamy
Grayish brown; crumb structure
Sand
E / 6-23
Loamy
Light brown (7.5YR 6/4); very friable; crumb
Sand
Blt/ 23-57
Sandy clay
Brown (7.SYR 5/8) friable; moderate, medium sub angular
loam
bloc • sticky, plastic.
B2t/ 57-68
Clay loam
Brown (7.5YR 518) firm; large, subangular blocky; plastic,
stir
B-CI 68-83
Clay loam
Light gray (7.5YR 7/1) and red (2.5YR 516) mottles; reddish
yellow 75YR 618 ma • firm; s0angular blocky.
C/ 83-88
Sandy clay
Gray (SYR 611) and yellowish red (5YR 5/8); weak, large
loam
angular bloc • firm.
C2/ 88-108
Sandy clay
Gray and reddish yellow with hard yellow concretions;
loam
resistant to au ,crunch ; platey structure.
OHIaelMoblle [phone]
Post Office Box 1178 — Nashville, North Carolina 27856

Groundwater was not encountered in the borings. The seasonal high water table at this site is
about 68 inches beneath the surface where gray colors are present. These gray colors continue
to more than 108 inches beneath the surface. This indicates a seasonal water table and not
perched groundwater.
The soil permeability of the soil layers at the site was measured using an Aardvark Soil
Permeability. The Aardvark Permeameter maintains a constant head of water in a bore hole.
The rate of water movement is measured over time. The results are entered into an Excel
spreadsheet program that computes the permeability value in inches per hour.
The Aardvark field forms are attached. The test results are presented below. The approximate
locations of all borings and tests are shown on the accompanying drawing.
Prior to beginning the tests, the bore hole was allowed to soak for about one hour to attempt to
fill all the soil pores to obtain the saturated hydraulic conductivity.
Soil Permeability for stotmwater (SW);
Location
Test Depth
inches
Test Results
inches per hour
SW1
30
0.05
SW2
65
0.18
The above saturated hydraulic conductivity rates are average rates. I suggest that a
safety factor be used for design purposes. Generally, the academic and regulatory
community agrees with using 10% of average conductivity for a safety factor.
These hydraulic conductivities are less than the threshold required in the Stormwater
Rules of 0.52 inches per hour. The slow pernmeabilities are probably due to medium and
large structural units and the soil consistency and mineralogy.
Thank you for selecting me to assist you with this project. Please contact me if you have
questions or need additional information.
Co 'ally,
red D. Smith
Licensed Soil Scientist
USED Sol,�1
OfficelMobile (252) 90& 4369
Past Oif[ce Box 1175 — Nashville, North Carolina 27856

Percolation or Ksat Rates using Aardvark Soil Permeameter
Perc Rate: minlin Ksat: inlhr
LR: gdsf
Site: Walgreens Fayetteville
Date: 1011512011 Operator: fds Boring Number: 1
Soil Series: Wagrant Soil horizon: B Boring Depth (in) : 30
Diameter of Hole(ln): Water Column Height (in): �1 Head Conversion Factor (HCF): 0.5
Boring Conversion Factor BC 2.25 Design Loading Rate - KsaY14.96'safety factor of 0.05 to 0.5 system dependent
Boring Conversion Factor (BCF) = (rad)squared15.06 for Aardvark Reservoir
BCF of 4 in auger is 4.25 in diameter boring = 1
BCF of 3.25 in auger is 3.5 in diameter baring = 1.65
BCF of 2.75 in auger is 3.0 in diameter boring = 2.25
}lead Conversion Factor (HCF) = Water Column Ht inches 16 inches, or Htcml15cm
Example is 3.5in boring with 7 in water column in boring, 0.5 in head drop over 45 minutes
in a structureded clay loam soil
F Value (Radcliffe and West, 2000
Borehole diameter
Texture
3.5 in
4.0 in
3.0 in
Sands
0.107
0.124
0.09
Structured loams and days
0.082
0.096
0.068
Unstructured
foams and clay
0.048
0.057
0.041
Time TO
Time X
Time
Hours
Reservoir
Reservoir
Reservoir
Percolation
BCF
JHCF
I Pereoiatlon
F value
Ksat
Design Loading
2400 hours
2400 hours
Elapsed
EW sed
Reading, In
Reading In
Change
Rate (mtrdin
Rate
from table
= FV/P
Rate gdsf
6
t+1
(b+1)-ti
dtl60minlhr
hi
h+f
+1)-hi
dtldh
Adjusted
with a 0.10
dt
dh
(P-HCF)/BCF
Safety Factor
initial
next
Initial
next
P
Adj P
of Ksat
min
hr
in
in
in
minfin
minfin
in/hr
gdsf
Example 08:00
8.45 ...
45
0.75
14.5 ..
14
0.5
90
1.65
1.17
64
0.082
0.08
. 0.12
11:20
11:27
27
0.45
13.4
13.3
0.1
270
2.25
0.5
60
0.068
0.07
0.20
11:27
12:20
53
0.883333
13.3
13.2
0.1
530
2.25
0.5
118
0.068
0.03
0.10
12.20
1:10
50
0,83333
13.2
13.1
0.1
5W
2.25
0.5
111
0.068
0.04
0.11
0
4DIV101
2.25
0.5
#DIV/0!
0.068
#DIV/01
#DIV/0!
0
#DIV/01
2.25
0.5
#DIV/OI
0.068
IVI01
#DIVI01
0
#VALUE!
2.25
0.5
#VALUE!
0.068
#VALUE!
0
#VALU !
2.25
0.5
#VALUE!
0.058
#######
#VALUE!
0
TVA LUE!
2.25
0.5
#VALUE±
0.068
#VALUE!
#VALUE!
I #VALUE(
I
#VALUE!
##>t#
#VALUE!
STEADY STATE
ARITHMETIC
AVERAGE of
last 3 readings
E#DIVf.Ol :L
#####
"'#DIV/Dl 1::
Pedon Description
Depth
Horizon
lColor
Texture
Structure
Horizon Notes
Site Notes:

Percolation or Ksat Rates using Aardvark Soil Permeameter
Perc Rate: min/in
Ksat: inlhr
LR: gdsf
Site: Walgreens Fayetteville
Date: 1011512011 Operator: fds Boring Number: 2
Soil Series: Wagram Soil Horizon: B Boring Depth (in) : 60
Diameter of Hole(in): Water Column Height (in): LJ Head Conversion Factor (HCF): . 0.5
Boring Conversion Factor BCF): 2.25 Design Loading Rate - Ksarl4.96'safety factor of 0.05 to 0.5 system dependent
Boring Conversion Factor (BCF) _ (rad)squared15.06 for Aardvark Reservoir
BCF of 4 in auger is 4.25 in diameter boring = 1
BCF of 3.25 in auger is 3.5 in diameter boring = 1.65
BCF of 2.75 in auger is 3.0 in diameter boring = 2.25
Head Conversion Factor (HCF) = Water Column Ht inches! 6 inches, or Htcm115cm
Example is 3.5in Loring with 7 in water column in boring, 0.5 in head drop over 45 minutes
in a structureded day loam soil
F Value (Radcliffe and West, 2000)
Borehole diameter
Texture
3.5 in
4.0 in
3.0 in
Sands
0.107
IF
0.124
0.09
Structured loarns and days
0.082
0.096
0.068
Unstructured
loams and clay
0.048
0.057
0.041
Time TO
Time x
Time
Hours
Reservoir
Reservoir
Reservoir
Percolation
BCF
HCF
Percolation
value
Ksat
Design Loading
240O hours
2400 hours
Elapsed
Elapsed
Reading, in
Reading in
Change
Rate (minlin)
Rate
from table
= F 11P
Rate gdsf
ti
t+1
(ti+1)-tl
dtleominlhr
hi
h+1
(h+*hi
dVdh
Ad usted
with a 0.10
dt
dh
(P'HCF)lBCF
Safety Factor
initial
next
initial
next
P
Adl P
of Ksat
min
hr
In
in
in
minlin
minlin
inlhr
gdsf
Example 06:00
. 8:45 - . ;
.45
- 0.75.; ::,
14.5-. .:..:
14 : „
0.5
-90 .
.1.6511:17
64
0.082 '
_._ 0.08.
: 0.12. -
10
0.16667
11.7
11.5
0.2
W
2,25
0.6
11
0.068
imam
0.37
1,10
12: 22
12: 32
12:32
12:42
10
0,16667
11.5
11.4
0.1
100
2.25
0.5
22
0.068
0.18
0.55
12:42
12:52
10
0.16667
11.4
11.3
0.1
100
2,25
0.5
22
0.068
0.18
0.55
12:52
1:02
10
0.16667
11.3
11.2
0.1
100
2.25
0.5
22
0.068
1 0.18
0.55
1:02
1:12
10
0.166667
11.2
11.1
0.1
100
2.251
0.5
22
0.068
0.18
0.55
2,25
0.5
0
0.068
0.00
2,25
0.5
0
0.068
0.00
2.25
0.5
0
0.068
0.00
0.00
STEADY STATE ARITHMETIC
AVERAGE of
last 3 readings
Pedon Description
Depth
Horizon
lColor
Texture
Structure
Horizon Notes
Site Notes:

LUN
- ■a ct.on _- �— — ' ', �j !all Va.
_� rw,aw ur y `pgF` iII .fiI , r
t-_i t•wo<r.a e-=., , , iLA � RL . a� rl S��
b rtclw .y
R ' 1
A - ^"0 HA"D
Avr.cR 4
I /1/Fi4T��T/ON z� 't
GRAPIf10 SCAIR .�, ......�: I
.r.a
2/ Nd1R CONTA[S _
srnrr A. wortE •e
atd-2Ga-7710 „•
Ca1TOLINA
vS
ONE -CALL
CENTER
.mEv R M
�,,-�
-
.1, 1
1i
r 1:1-�-F ! I
0
FAW�TE5 PLWMING AND
2oa N[MOMT RCAa, KV ELP. !
5-� 1e
nmcca TrK
{FADING NOTES ....0 '.....0
vyrmM[o ..A
wow"-n•.� 5 rw ' ........ O �„a......0
rrw w-M•.i. �.w w rrr y
�i'wr �'i.�• ir••��Y w �idisv��r�iR � - � 1
u �ii� x -iPw n y 4.sf- PiD� �-
Y
�4��..'I a•�.sr�i. � rwrw �:� RTY 0.
_ • xAT[T1EYl1L NC
S(X SERIFS
f PI AIH NOT�4rt� � mG UANUMM
w w.w •aa'w'ri s .. �.... P.0. BOX ae0a!
I1[M[TTA.. - wasa-aBl7
No>r. 670-M560-41at
NO1K! TO CONTRACTOR w 0.mR
ww..vs Iwa ,a •.wr • 'i m 3715 Nak1NLBE PNNY„ NIY
BLTao. SUTE 750
AnANo47A, 4LptpA 3a}27
77o-712-a2OD
`� •-,--t ---may.. -- ____ ------ ---
WNW
Mom �
=
0
FAW�TE5 PLWMING AND
2oa N[MOMT RCAa, KV ELP. !
5-� 1e
nmcca TrK
{FADING NOTES ....0 '.....0
vyrmM[o ..A
wow"-n•.� 5 rw ' ........ O �„a......0
rrw w-M•.i. �.w w rrr y
�i'wr �'i.�• ir••��Y w �idisv��r�iR � - � 1
u �ii� x -iPw n y 4.sf- PiD� �-
Y
�4��..'I a•�.sr�i. � rwrw �:� RTY 0.
_ • xAT[T1EYl1L NC
S(X SERIFS
f PI AIH NOT�4rt� � mG UANUMM
w w.w •aa'w'ri s .. �.... P.0. BOX ae0a!
I1[M[TTA.. - wasa-aBl7
No>r. 670-M560-41at
NO1K! TO CONTRACTOR w 0.mR
ww..vs Iwa ,a •.wr • 'i m 3715 Nak1NLBE PNNY„ NIY
BLTao. SUTE 750
AnANo47A, 4LptpA 3a}27
77o-712-a2OD
`� •-,--t ---may.. -- ____ ------ ---
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=
`� •-,--t ---may.. -- ____ ------ ---
WNW
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=

r
NORTH CAROLINA
�A
Department of the Secretary of State
To all whom these presents shall come, Greetings:
I, Elaine F. Marshall, Secretary of State of the State of North Carolina, do hereby certify
the following and hereto attached to be a true copy of
APPLICATION FOR CERTIFICATE OF AUTHORITY
OF
GLM FAYETTEVILLE BUNCE, LLC
the original of which was filed in this office on the 15th day of August, 2011.
IN WITNESS WHEREOF, I have hereunto set
my hand and affixed my official seal at the City
of Raleigh, this 15th day of August, 2011.
Secretary of State
Certification# C201122300222-1 ReferenceN C201122300222-1 Page: 1 of 4
Verify this certificate online at www.secretary.state.nc.us/verification

A
SOS1D: 1217070
Date Filed: 8/15/2011 10:02:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C201122300222
State of North Carolina
Department of the Secretary of State
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to g57C-7-04 of the Gare:al Statutes of North Carolina, the u»dersivied United liability company hereby applies for a
Catificate c f Authority to transact business in the State of North Carolina, and for that purpose submits the following:
1. The of the limited liability oomq y is GL.M Fayeffeville Bunoe LLC ;
and if limited liability oorrrpany name is unavailable for use in the State of North Carolina, the name the limited
liability wiad to use is
2. The statc or country under whose laws the limited liability company was formed it gmla T
3. The date of fwnadon was March 14, 2011 . its period of duration is: _ DO-Metual
4. Princppa office infonnation: (Sdact either a or b.)
a. E11Tbe limited liability company has a principal office.
b. ❑
5. lire stree
Number,
city, Stm
street address and county of the principal office of the limited liability company is:
,cr and Shtrd 3715 Northside Parkway, NW, Building 200, Suite 750
Static, Zip code Atlanta, GA 30327 CountyFullon
mailing address, ydl,,@imw fiio+w Aw atym ate, of the principal office of the corporation is:
limited liability company does not have a principal office.
and comity of the registered office in the State of North Carolina is:
Sty 120 Penmarc Drive, Suite i 18
zip Code Raleigh, NC 27603 , Wake
6. The mta't* address, {f difettw fnerw dw dint addrass, of the raagistarod office in the State of North Carolina is:
7. The nano i
regi ww agent in the State of North Carolina is: National Registered Agents, Inc.
DIVISION
2002)
P. O. BOX 2%22
RAMGM NC 27626-0622
(Form L-09)
Certification# G'2011223M22-1 Rerer aKvft C201122300222- Page: 2 of 4
I

e
APPLICATION FOR C19RTIRCATE OF AUTHORITY
Page 2
8. The titles, ead usual business eddmsses of the amen managers of the limited iiabdity company ale:
(MM am= WNW (l►y)
GLM Devi lopment Company, LLC 3715 NoMnWe Pad way, NW, Building 200, Suite 750
Adarrta, GA 30327
9. Attached ' a certificate of cxdst = (or doehu tent of similar import), duly imthenticated by the secretary of state or other official
having of limited liability company records in the state or a mtry of facmation
10. If the l liability company is tegwmd to use a fic wous name b order to "ma busmew its this State, a copy of tic
0f its msoagaa adopting the fictitious name b att shed.
11. This eWiodw will be effective upon filing, unless a delayed date and/ar time is specified:
This the _�y of August , 2011
' ��.
vtzllls-
7.$jw or Prft Nam
Notes:
1. Filing fee SM. This doctment mast be filed with the S=tWy of State.
CORPORATIONS DIVISION P. O. BOX 29622
(Revimd ?UO2)
RALEIGH, NC 27626-0622
r;hM L-09)
Certificeflan# C201122300222-1 Reference# C201122300222- Page: 3 of4
I

Control No. 11020406
STATE OF GEORGIA
Secretary of State
Corporations Division
315 West Tower
#2 Martin Luther King, Jr. Dr.
Atlanta, Georgia 30334-1530
CERTIFICATE
OF
EXISTENCE
L Brim n P. Kemp, Secretary of State and the Corporations Commissioner of the state of Georgia,
hem certify under the sea] of my office that
GLM FAYETTEVILLE BUNCE, LLC
Dmws& Y lkbfflty ConW=y
wasIad or was authorized to transact business on 03/1412011 in Georgia. Said entity is in
caman
with the applicable filing and annual registration provisions of Title 14 of the Official
CodGeorgia Annotated and has not filed articles of dissolution, certificate of cancellation or
any similar document with the office of the Secretary of State.
This cArfificate relates only to the legal existence of the above -named entity as of the date issued. It
d4imw
ceriify whether or not a notice of intrnt to dissolve, an application for withdrawal, a
of commencement of winding up or any a dw similar document has been filed or is
does
the Secretary of State.
This 'ficate is issued pursuant to Title 14 of the Official Code of Georgia Annotated and is
prima- .e evidence that said entity is in existence or is authorized to transact business in this
state.
WITNESS my hand and official seal of the City of Atlanta and
the State of Georgia on 10th day of August, 2011
Brian P. Kemp
Secretary of State
Ce�tiGosti Number; 7669331-1 Refaemx:
vtr,Cy tea anla�e't h4d&a 7jmstat&ga udcoWwdbAm6fy.up
CerflticatiomW C201122300222-1 RcferencO C20112230022I- Page: 4 of 4
1

Bit 0 81 1 3 Ps Q b 14
FILED
CUMBERLAND COUNTY NC J. LEE WARREN, JR.
FILED
Sep 01, 2011
AT
04:16:00 pm
BOOK
08713
START PAGE
0614
END PAGE
0616
INSTRUMENT # 28641
RECORDING
$25.00
EXCISE TAX
$400.00
OJ
GENERAL WARRANTY DEED
REVENUE: S400.00
PARCEL ID: 0407-20-9812 & 0407-30-0911
PREPARED BY AND RETURN TO; Susan R. Benoit
The Law Firm of Hutchens, Senter & Britton, P.A.
4317 Ramsey Street, Fayetteville, NC 28311
File no. 1055427
Brief Legal Description: Lots 2-11 Anna Mae Waddell Property
NORTH CAROLINA
COUNTY OF CUMBERLAND
THIS DEED made this N day of August, 2011, by and between
Homer Walker (and spouse if he is married), whose address is
P-0 -bcg 133 FA> AAke W%X1e ►4'2$''ki'L
hereinafterIcai Grantor,
and
GLM Fayetteville Bunce, LLC, a Georgia limited liability company, whose address is
3715 Northside Parkway NW, Building 200, Suite 750, Atlanta, Georgia 30327,
hereinafter called Grantee;
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as
required by context.
WITNESSETH
That the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the
Grantee in fee simple, all that certain lot or parcel of land situated in or near the City of
Fayetteville, Cumberland County, North Carolina and more particularly described as follows:
Tract 1A
BEING all of Lot Numbers 2, 3, 4. 5, and 6 as shown on plat entltled The Anna Mae Waddell Property, duly recorded
in Boric of Plats 16. Page 12 Cumberland County, North Carolina Registry.
Tract 1 B
BEING all of Lot Numbers 7,8, 9, 10 and 11 as shown on plat entitled The Anna Mae Waddell Property, duly recorded
in Book of Plata 18, Page 12 Cumberland County, North Carolina Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
(KH 166245DOC 2)

9KO81.1.3 PGOb 15�
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple;
has the right to convey the same in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the exceptions set forth on
Exhibit A attached hereto and incorporated herein by this reference.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal the day and
year first above written.
The property being conveyed herein was of the principle residence of the Grantor.
(SEAL)
omer Walker
(SEAL)
STATE OF NORTH CAROLINA
CUMBERLAND COUNTY
I 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:
Homer Walker
Name of Principal
This the 31 day of August, 2011.
+,,111111111 M"'"
ap�PR`i v Notary
�� _ =
pue� = Susan � Brno; k
Type or Print Name
My Commission Expires:
(N•P SEAL)
tKH166245.DOC2,

SC 8113 p60 b 1 b
EXMIT A _
Permitted Exceptions
I. Taxes, dues and assessments for the year 2012 and subsequent years, not yet due and
payable,
2. Right of Way/Easement to City of Fayetteville recorded in Book 798, Page 363,
Cumberland County Registry,
(KHiec2as.uac 21

8K08� 13 PGOb I 1
FILED
CUMBERLAND COUNTY NC
J. LEE WARREN, JR.
RE
FILED Sep 01, 2011
AT 04:16.00 pm
BOOK 08713
START PAGE 0617
END PAGE 0618
INSTRUMENT # 28642
RECORDING $22.00
EXCISE TAX (None)
REVENUE: NONE D'
PREPARED BY AND RETURN TO: Susan R. Benoit
The Law Firm of Hutchens, Senter & Britton, PA.
4317 Ramsey Street, Fayetteville, NC 28311
File no.1055427
Brief Legal Description: 2.5583 acre Wilson Avenue & Bunce Road
Not the primary residence of the Grantor herein.
NORTH CAROLINA
QUIT CLAIM DEED
CUMBERLAND COUNTY
THIS DEED made this 31 day of &a LL&� 2011, by and between Homer Walker
(and spouse if he is married), whose mailing address is 1 3 E e t '. Il 1Ji p7
hereinafter called Grantor and GLM Fayetteville Bunce, LLC, a Georgia limited liability company whose
mailing address is 3715 Northside Parkway NW, Building 200, Suite 750, Atlanta, Georgia 30327,
hereinafter called Grantee;
WITNESSETH:
That said Grantor, for and in consideration of the sum of One Dollars ($1.00) to them in hand
paid, the receipt of which is hereby acknowledged, has remised and released and by these presents does
remise, release, convey, and forever quitclaim unto Grantee in fee simple, all right, title, claim any
interest of the Grantor in and to a certain lot or parcel of land lying and being in the City of Fayetteville,
County of Cumberland, North Carolina, and more particularly described as follows:
Beginning at an iron pipe on the southern margin of Wilson Avenue, said Wilson Avenue
having a fifty foot right of way, said iron pipe being the northeast corner of lot 11 of a
subdivision titled: The Annie Mae Waddell Property recorded in plat book 18 page 12
Cumberland County Registry, said iron pipe also being the northwest comer of a tract
owned by: Ray Owen deed ref: 3961/194 Cumberland County Registry; THENCE South
03'58'18" West a distance of 106,47 feet to a EIP for comer; being the southwest corner
of the Owen property; THENCE South 03°08'16" West a distance of 46.86 feet to a EIP
for comer; THENCE South 5304341" West a distance of 63.01 feet to a EIP for corner;
THENCE South 38°10'43" East a distance of 100.05 feet to a EIP for corner, THENCE
South 53001'13" West a distance of 12.17 feet to a SIP for comer, THENCE South
18*04'56" East a distance of 230.29 feet to a SIP for comer; said corner being located on
the northern margin of Raeford Road, said Raeford Road having a 150' right of way, and
with said road margin; THENCE South 72°20'00" West a distance of 169.58 feet to a
point in a cone, sidewalk for corner, THENCE North 73°30'54" West a distance of 52.63
feet to a SIP for corner; said SIP being located on the eastern margin of Bunce Road;
THENCE North 37"59'35" West a distance of 148A9 feet to a point on a curve;
THENCE along a curve to the left having a radius of 1,009.10 feet, a delta of 0401677",
an arc length of 75.28 feet, and a chord which bears North 30°48'23" West having a
chord distance of 75.26 feet to a SIP; THENCE North 53°51'04" East a distance of
139.16 feet to a EIP for comer; said iron pipe being the southwest comer of lot 2 of the
above said Anna Mae Waddell Subdivision; THENCE North 38°15156" West a distance
of 155.34 feet to a EIP for corner, on the southern margin of Wilson Avenue, said Wilson
Avenue having a fifty foot right of way, and with said road margin; THENCE North
51°2759" East a distance of 195.99 feet to a point on a curve; THENCE along a curve to
1KH167161.DOC 21

t
BKo811 3 PGQb 18
the right having a radius of 122.35 feet, a delta of 4412312611, an are length of 94,79 feet, -
and a chord which bears North 739911" East having a chord distance of 92.44 feet to a
point on a line; THENCE South 84°09'46" East a distance of 21.05 feet to a EIP which is
the POINT OF BEGINNING, and containing 111,441.64 square feet or 2.5583 acre(s) of
land.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges thereunto
belonging to them, the Grantee, free and discharged from all right, title, claim or interest of the Grantor or
anyone claiming by through or under him.
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as required by
context.
IN WITNESS WHEREOF, the Grantor has caused this instrument to be signed and sealed the day
and year first above written.
The property being conveyed herein was not the principle residence of the Grantor.
"441—
(SEAL)
er Walker
**««rr**rrt*rrrr**«rrr*rtrtrrrtrtrrr**rrr*rt**r*rrrt**«***rr****r*rr********rrrr***rrr
STATE OF NORTH CAROLINA
CUMBERLAND COUNTY
I 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:
Homer Walker
Name of Principal
This the day of August, 2011.
`IIU II RplU`
Sp is R $�ti
J
G�"'
NOTARY�.
PUBLIC 2
+MyN6 ri i t4 n,Expires:
(N.P. SEAS.)
Notary
Type or Print Name
(KH167161.DW 2)

. e
REVENUE: $840.00
0108113 P60b 19
RD
CUM8ERl.AND COUNTY NC
J. LEE WARREN, JR.
FILED Sep 01, 2011
AT 04:16:OD pm
BOOK 08713
START PAGE 0619
END PAGE
0621
INSTRUMENT#
28643
RECORDING
$25.00
EXCISE TAX
$840,00
Di
GENERAL WARRANTY DEED
PARCEL ID: 0407-30-0724 & 0407-20-9616
PREPARED BY AND RETURN TO: Susan R. Benoit
The Law Firm of Hutchens, Senter & Britton, P.A.
4317 Ramsey Street, Fayetteville, NC 28311
File no. 1055427
Brief Legal Description: .62 acre tract and .18 acre tract
NORTH CAROLINA
COUNTY OF CUNBERLAND
THIS DEED made this �}day of August, 2011, by and between
Diane Anderson Linnd aneaepouse if she is married), whose address is
4608 Fen CoSt=t. Feveville, NC_2Ra14
hereinafter called Grantor,
and
Gi.,14TFayetteville Bunce, LLC, a Georgia limited liability company, whose address is
3715 Northside Parkway NW, Building 200, Suite 750, Atlanta, Georgia 30327,
hereinafter called Grantee;
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as
required by content.
WITNESSETH
That the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the
Grantee in fee simple, all that certain lot or parcel of land situated in or near the City of
Fayetteville, Cumberland County, North Carolina and more particularly described as follows:
Tract One
BEGINNING at an Iron pipe by a pole In the Eastern margin of S.R. 1411 (00 foot right-of-way) sold beginning point
also being the Northweet comer of A. C. I-Mie's 5.6 acre, more or less, tract and running thence North 56 degrees 00
minutes East 200.00 feet to an iron pipe; thence South 35 degrees 54 minutes East 100 feet to an Iron pipe: thence
South 56 degrees 00 minutes West 200 feet to an Iron pipe in the eastern margin of S. R. 1411; thence North 35
degrees 54 minutes West 100.00 feet with the Eastern margin of S. R. 1411 to the point of beginning, end being a
100' by 200' lot and being the same property described in Deed Book 2350 page 382 and Trod Two in Book 4774
page SM Cumberland County Registry.
Less and Except those portions conveyed to the Department of Transportation recorded In Book 4681 page
751 and Book 8364 page 441.
(KH 166244.DOC 2)

BX08113 POOb20
Tract Two
BEGINNING at a point North 56 degrees 00 minutes East 200.0 feet from the Eastern margin of the sixty Foot right-
of-way margin of State Road Number 1411, the said beginning point being also the Northeast comer of the tract of
land described in recorded in Book 2350, Page 382, Cumberland County Registry, and running thence North 56
degrees 00 minutes East 80.00 feet to a point; thence South 35 degrees 54 minutes East 100.00 feet to an iron pipe;
thence South 56 degrees 00 minutes West 80 feet to an iron pipe, the Southwest comer of said Powell tract; thence
with Powell's Eastern line North 35 degrees 54 minutes West 100.00 feet to the beginning point, and being the same
property described in Deed recorded in Book 2503, Page 48, and as Tract Three In Book 4774 page 886 Cumberland
County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple,
has the tight to convey the same in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the exceptions set forth on
Exhibit A attached hereto and incorporated herein by this reference.
rN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal the day and
year first above written.
The property being conveyed herein was not the principle residence of the Grantor.
(SEAL)
Diane Anderson Linnnen
(SEAL)
i####*I�MM##4rt*#4#�k#+k4####M4###I�i#�k#4##fMMrt�k####M##t##Mir######1�#rt##M#######rt###•
STATE OF NORTH CAROLINA
CUMBERLAND COUNTY
l 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:
Diane Anderson Linnen
Name of Principal
"
This the J' Gday of August, 2011.
Z^ Notary
qL
Type or Print Name
ry!!Nlrrl I111111ti<<„
My Commission Expires: 2,d 16
(N.P. SEAL)
(xH166244.DOC 2)

BXO8113 PGO b 2 1-
EXHIBITA
Permitted Exceptions
1. Taxes, dues and assessments for the year 2012 and subsequent years, not yet due and
payable.
2. Rights of tenants in possession, if any, as tenants only, under unrecorded leases.
tK}t166244.DOC 2}

06113 P60b22
FILED
CUMBERLAND COUNTY NC
J. LEE WARREN, JR.
G15TER OF DEEW5
FILED Sep 01, 2011
AT 04:16:00 pm
BOOK 08713
START PAGE 0622
END PAGE 0623
INSTRUMENT # 28644
RECORDING $22.00
REVENUE: NONE EXCISE TAX (None)
DJ
PREPARED BY AND RETURN TO: Susan R Benoit
The Law Firm of Hutchens, Senter & Britton, P.A.
4317 Ramsey Street, Fayetteville, NC 283I I
File no. 1055427
Brief Legal Description: 2.5583 acre Wilson Avenue & Bunce Road
Not the primary residence of the Grantor herein.
NORTH CAROLINA
QUIT CLAIM DEED
CUMBERLAND COUNTY
TiHS DEe D made this 1st day of Auguat , 2011, by and between Diane An
an r
Linnen/ spouse if she is married), whose mailing address is 4608 Fen Ct. Fayette_}[ lil e,
hereinafter called Grantor and GLM Fayetteville Bunce, LLC, a Georgia limited liability company whose
mailing address is 3715 Northside Parkway NW, Building 200, Suite 750, Atlanta, Georgia 30327,
hereinafter called Grantee;
WITNESSETH:
That said Grantor, for and in consideration of the sum of One Dollars ($1.00) to them in hand
paid, the receipt of which is hereby acknowledged, has remised and released and by these presents does
remise, release, convey, and forever quitclaim unto Grantee in fee simple, all right, title, claim any
interest of the Grantor in and to a certain lot or parcel of land lying and being in the City of Fayetteville,
County of Cumberland, North Carolina, and more particularly described as follows:
Beginning at an iron pipe on the southern margin of Wilson Avenue, said Wilson Avenue
having a fifty foot right of way, said iron pipe being the northeast comer of lot 11 of a
subdivision titled: The Annie Mae Waddell Property recorded in plat book 18 page 12
Cumberland County Registry, said iron pipe also being the northwest corner of a tract
owned by: Ray Owen deed ref 3961/184 Cumberland County Registry; THENCE South
03058'18" West a distance of I06.47 feet to a EIP for comer, being the southwest comer
of the Owen property; THENCE South 03°08'16" West a distance of 46.86 feet to a EIP
for corner; THENCE South 53°4341" West a distance of 63.01 feet to a EIP for comer;
THENCE South 38010'43" East a distance of 100.05 feet to a E1P for comer; THENCE
South 53a01'13" West a distance of 12.17 feet to a SIP for comer; THENCE South
19004156" East a distance of 230.29 feet to a SIP for corner; said comer being located on
the northern margin of Raeford Road, said Raeford Road having a 150' right of way, and
with said road margin; THENCE South 72'20'00" West a distance of 169.58 feet to a
point in a conc. sidewalk for corner; THENCE North 73°30'54" West a distance of 52.63
feet to a SIP for comer; said SIP being located on the eastern margin of Bunce Road;
THENCE North 37°59135" West a distance of 148.49 feet to a point on a curve;
THENCE along a curve to the left having a radius of 1,009.10 feet, a delta of 04° 16'27",
an arc length of 75.28 foot, and a chord which burs North 30°48'23" West having a
chord distance of 75.26 feet to a SIP; THENCE North 53°51'04" East a distance of
139.16 feet to a EIP for corner; said iron pipe being the southwest comer of lot 2 of the
above said Anna Mae Waddell Subdivision; THENCE North 38'15'56" West a distance
of 155.34 feet to a EEP for comer, on the southem margin of Wilson Avenue, said Wilson
Avenue having a fifty foot right of way, and with said road margin; THENCE North
51 °27'59" East a distance of 195.99 feet to a point on a curve; THENCE along a curve to
IKCH! 67 i62.DOC 21

A0814 3 PGG03
the right having a radius of 122.35 feet, a delta of 44023'26", an arc length of 94.79 fleet,
and a chord which bears North 73'39'11" East having a chord distance of 92.44 feet to a
point on a line; THENCE South 84'09'46" East a distance of 21.05 feet to a EIP which is
the POINT OF BEGINNING, and containing 111,441.64 square feet or 2.5583 acre(s) of
land.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges thercunto
belonging to them, the Grantee, free and discharged from all right, title, claim or interest of the Grantor or
anyone claiming by through or under her.
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as required by
context.
IN WITNESS WHEREOF, the Grantor has caused this instrument to be signed and sealed the day
and year first above written.
The property being conveyed herein was not the principle residence of the Grantor.
—1 -- M11 El
STATE OF NORTH CAROLINA
CUNMERLAND COUNTY
(SEAT.)
I 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:
Diane Anderson Linnen
Name of Principal
6
'Phis the Jl r' day of August, 2011.
aJ S �4Ci L
Notary
T�Jiy xizi
_ Vrt f 1/tttii4N
Type or Print Name
`
My Commission Expires:
(N.P. SEAL)
iKH167161D0C 21

8081I3 POOb24-.
FILED
CUMBERLAND COUNTY NC
J. LEE WARREN, JR.
FILED Sep 01, 2011
AT 04:16:00 pm
BOOK 08713
START PAGE 0624
END PAGE 0631
INSTRUMENT # 28645
RECORDING $40.00
EXCISE TAX $2,000.00
Di
NORTH CAROLINA SPECIAL WARRANTY DEED
Parcel Identifier No. 0407-30-0505 and portion of 04((7-30-2720
Verified by County on the _ day of .2011
Return to: The -Low Eirm of iiutche�s_S4nter &$tittom P.A.. 4317 Ramsay Sgmct Fayetteville, NC 283A (F
Ile 1051427)
This instrument was prepared by: L. Holden Reaves_ Esq., Reaves Law. PLLC_ P.O. Box 53197, Fayetteville, NC 28305
Brief description fnr the Index: I.Q Acre +,re /- - Raeford Road/ Bunce Road
THIS DEED made this 31 day of August 2011 , by and between
GRANTOR
Rogers and Breece, Inc., a North Carolina
Corporation (a/k/a Rogers & Breece, Inc.);
Robert Wilson Breece, Jr. (divorced);
Sharman Breece Craven and husband, Dennis Craven; and
Corey Robinson Brecce and wife, Miriam S. Breece
PO Box 135
Fayetteville,NC 28302-0135
GRANTEE
GLM Fayetteville Bunce, LLC,
a Georgia limited liability company
3715 Northside Parkway NW, Building 200, Suite 750,
Atlanta, Georgia 30327
Attention: John W. Geary, III
Enter in appropriate block for each party: name, address, and, ig appropriate, character of entity, e.g. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETR that th a Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in or
near the City of Fayetteville, Cumberland County, North Carolina and more particularly described as follows:
See Exhibit A attached hereto and incorporated herein by reference.
The property bereinabave described was acquired by Grantor by instruments recorded: 07 E 134 (Cumberland Countvl:
Book 4959. Page 220: and Book 4947. Pace 118.
The property herein conveyed does PA include the primary residence of a Grantor.
(KH167153.DOC 5)

BK08113 PGOb25
A map showing the above described property is recorded in MAp Book f3. Page 92.
TO HAVE AND TO HOLD the aforesaid lot orparcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor covenants with the Grantee, that Grantor has done nothing to impair such title as Grantor received, and Grantor will
warrant and defend the title against the lawful claims of all persons claiming by, under or through Grantor, other than the exceptions set
forth on Exbibit D attached hereto and incorporated herein by this reference.
IN W77NFSS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
ISee Signature and N91aa Addends Attached II—ereto snd Ineernorated Hcryin By This Reference]
(KH167153.DOC 5)

8K081 1 3 PGObTb
SIGNATURE AND NOTARY ADDENDUM ATTACHED TO
NORTH CAROLINA SPECIAL WARRANTY DEED
GRANTOR:
Rage reece, In
Y�
orey R reece, President
STATE OF NORTH CAROLINA
CUM13ERLAND COUNW
I 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: CoEU R, Breece. in a capacity as President of Rogers and Breece. Inc.. a Norducuolin 4Lr
Date: A. 04
Official Signature of Notary: /}
Notary's Printed Name: ��c - .�..� / k •'i!
My commission expires. ---
[Affix Notary Seal or Stamp]
(N.P. SEAL)
(KH167r53.Doc 5)

,gel 1-3 KubZ
SIGNATURE AND NOTARY ADDENDUM ATTACHED TO
NORTH CAROLINA SPECIAL WARRANTY DEED
G R:
Ro rtit on e, Jr. ,
STATE OF NORTH CAROLINA
CUMBERLAND COUNTY
I 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: Robert Wilson Bmem Jr.. in his individual capacity
Date: /, .4ul
Official Signature of Notary: Y./// hX,
Notary's Printed Name:T
My commission expires: !/- ••••••uorff�Iy.,
[Affix Notary Sea] or Stamp) 4%p / ti '•
s
Cj
~LU: W
03
� ,
Cj
(N.P. SEAL)
IKH167153.DDC 5)

8X0B113 PGab28
SIGNATURE AND NOTARY ADDENDUM ATTACHED TO
NORTH CAROLINA SPECIAL WARRANTY DEED
Z�7R:
Corey Robinson Breese
� 1\�' - '�' Q�' e
Minarn S. Breese"
*It is noted that Miriam S. Breece executes this instrument for the sole purposes of releasing any marital rights in the
property conveyed hereby, and he does not join in the warranties contained herein.
STATE OF NORTH CAROLINA
CUMBERLAND COUNTY
I certify that the following persons personally appeared before me this day, each acknowledging to me they voluntarily
signed the foregoing document for the purpose stated therein and in the capacities
indicated: Corev Robinson $rests
and wife _Midam S. Breece. in there lr 'ndiyjdera acities.
Date: �.0 I I
�/�
Official Signature of Notary:
/ j'//
%}
Notary's Printed Name:— IL-
- /'�• / y•-{f
%(�
MY Cbesrrdedm � August 25, 204"'
My commission expires:
[Affix Notary Seal or Stamp)
•� .•S'0
N •
(N.P. SEAL)
(KH167153.DOC S)

8 08�13 NOW
SIGNATURE AND NOTARY ADDENDUM ATTACHED TO
NORTH CAROLINA SPECIAL WARRANTY DEED
GRANTOR:
Sharman Breece Craven
Dennis Craven*
'It is noted that Dennis Craven executes this instrument for the sole purposes of releasing any marital rights in the
property conveyed hereby, and he does not join in the warranties contained herein.
STATE OF NORTH CAROLINA
CUMBERLAND COUNTY
I certify that the following persons personally appeared before me this day, each acknowledging to me that they
voluntarily signed the foregoing document for the purpose stated therein and in the capacities
indicated: ShUMfm Breese Craven and husband. Derja Craven in their individual Capacities.
.
Date:F ' - / _ 4 fit
Official Signature of Notary:
Notary's Printed Name. .,.
! ; 4
My commission expires: `�yr t�nmkselan Fxplres Au9e�1 �. 2'�-'/
[Affix Notary Sea] or Stamp]
ti I
vs
...*LOTAFO-e1
C.J. .. to
`'•:40il B 1,%
'6-
I .......... '
�%,'4ND Cfl� �0%
Y�YYlYI11l�1�;,
(N.P. SEAL)
(KHl67151DOC S)

PG0b34
a�xxl[arr �TO BID 3
NORM CAROLINA SPECIAL WARRAM REED_
Lying and being in the City of Fayetteville, Cumberland County, and more particularly described as follows:
Beginning at a set 3/8" rebar said rebar being located North 53 degrees 51 minutes 45 seconds East, 33.81 feet
from a conc. mon. being the northeast corner of lot 1 shown on a plat recorded in book 63 page, 92 CCR;
THENCE South 18*04'56" East a distance of 230.29 feet to a rebar for comer; said rebar being located on the
northern margin of Raeford Road; THENCE South 72020'00" West a distance of 169.58 feet to a point in
sidewalk for corner; THENCE North 73°30'54" West a distance of 52.63 feet to a rebar for corner; said rebar
being located on the eastern margin of Bunce Road; THENCE North 37059'33" West a distance of 123.45 feet to
a point on said road margin for corner; THENCE North 53°5I'27" East a distance of 15.70 feet to a EIP for
corner; THENCE North 53151'27" East a distance of 184.39 feet to a pump pipe for corner; THENCE North
53 °52'08" East a distance of 34.26 feet to a ECM for comer; THENCE North 53°51'45" East a distance of 33.81
feet to a rebar which is the POINT OF BEGINNING, and containing 43,565.71 square feet or 1.0001 acrc(s) of
land.
It is noted that the above property comprises all of Cumberland County tax parcel number 0407-30-0505, and a
small portion of Cumberland County tax parcel number 0407-30-2720; it is additionally noted that all Grantor
parties, other than Rogers and Breece, Inc., disclaim any warranty of title with respect to the above -described
property that comprises the small portion of Cumberland County tax parcel 0407-30-2720.
It is the intent of Grantor parties to convey a 100% fee simple interest in the above -described property to Grantee.
(KH167151DOC S)

J
��rs B To BAD B 13 PG 0 b
NORTH CAROM SPECIAL WARRAM DEED
1, Taxes, dues and assessments for the year 2012 and subsequent years, not yet due and payable.
2. Easements, setback lines and any other matters shown on plat recorded in Map 63, Page 92, Cumberland
County Registry.
3. Right of Way/Easement to City of Fayetteville recorded in Book 3363, Page 794, Cumberland County
Registry.
4. Rights of tenants in possession, if any, as tenants only, under unrecorded leases.
5. All utility easements of record for utilities serving the property conveyed.
6. All Department of Transportation easements of record affecting the property conveyed.
7. Easement and Restrictive Covenant Agreement by and between GLM Fayetteville Bunce, LLC and
Rogers and Breece, Inc. dated on or about August 31, 2011, to be recorded in Cumberland County
Registry.
(KH 167153.DOC 5)

8w08113 PGOb32
REVENUE: NONE
PREPARED BY AND RETURN TO: Susan R. Benoit
The Law Firm of Hutchens, Senter & Britton, P.A.
4317 Ramsey Street, Fayetteville, NC 28311
File no. 1055427
Brief Legal Description: 2.5583 acne Wilson Avenue & Bunce Road
Not the primary residence of the Grantor herein.
NORTH CAROLINA
CLJM13ERLAND COUNTY
FILED
CUMBERLAND COUNTY NC
J. LEE WARREN, JR.
Rt=r,IRTER OF DEEDS —
FILED Sep 01, 2011
AT 04:16:00 pm
BOOK
08713
START PAGE
0632
END PAGE
0639
INSTRUMENT #
28646
RECORDING
$65.00-
EXCISE TAX
(None)
QJ
QUIT CLAIM DEED
THIS DEED made this 31 day of August . 2011, by and between Rogers and
Breece, Inc., a North Carolina corporation (a/k/a Rogers & Breece, Inc.); Sharman Breece
Craven and husband, Dennis Craven; Robert Wilson Breece Jr. (DIVORCED); and Corey
Robinson Breece and wife, Miriam S. Breece, whose mailing address is P.O. Box 135,
Fayetteville, NC 28302-0135, hereinafter collectively called Grantors (and each a Grantor) and
GLM Fayetteville Bunce, LLC, a Georgia limited liability company whose mailing address is
3715 Northside Parkway NW, Building 200. Suite 750, Atlanta, Georgia 30327, hereinafter called
Grantee;
WITNESSETH:
That said Grantors, for and in consideration of the sun of One Dollars ($1.00) to them in hand
paid, the receipt of which is hereby acknowledged, has remised and released and by these presents does
mmise, release, convey, and forever quitclaim unto Grantee, all right, title, claim any interest of the
Grantors in and to a certain lot or parcel of land lying and being in the county of Cumberland, North
Carolina, and more particularly described as follows (the "Property").
Beginning at an iron pipe on the southern margin of Wilson Avenue, said Wilson Avenue
having a fifty foot right of way, said iron pipe being the northeast comer of lot 11 of a
subdivision tided: The Annie Mae Waddell Property recorded in plat book 18 page 12
Cumberland County Registry, said iron pipe also being the northwest'comer of a tract
owned by: Ray Owen deed ref: 3961/184 Cumberland County Registry; THENCE South
03°58'18" West a distance of 106.47 feet to a EIP for comer, being the southwest comer
of the Owen property; THENCE South 03608'16" West a distance of 46.96 feet to a EIP
for corner, THENCE South 53°43'41" West a distance of 63.01 feet to a EIP for comer,
THENCE South 38°10'43" East a distance of 100.05 feet to a EIP for corner; THENCE
South 53001113" West a distance of 12.17 feat to a SIP for comer; THENCE South
18"04'56" East a distance of 23029 feet to a SIP for corner, said corner being located on
the northem margin of Raeford Road, said Raeford Road having a ISO' right of way, and
with said road margin; THENCE South 7202VOO" West a distance of 169-58 feet to a
point in a oonc. sidewalk for corner, THENCE North 73°30'54" West a distance of 52.63
feet to a SIP for comer; said SIP being located on the eastern margin of Bunce Road;
THENCE North 37°5935" West a distance of 148A9 feet to a point on a curve;
THENCE along a curve to the left having a radius of 1,009.10 feet, a delta of 04016127",
an are length of 75.28 feet, and a chord which bears North 30*4873" West having a
chord distance of 75.26 feet to a SIP; THENCE North 5305I'04" East a distance of
139.16 feet to a EIP for coma, said iron pipe being the southwest corner of lot 2 of the
above said Anna Mae Waddell Subdivision; THENCE North 38015'56" West a distance
of 155.34 feet to a EIP for comer; on the southern margin of Wilson Avenue, said Wilson
(KH167163330C 2)

I
61C08`113 pG9b33 -
Avenue having a fifty foot right of way, and with said road margin; THENCE North
51 °2T59" East a distance of 195.99 feet to a point on a curve; THENCE along a curve to
the right having a radius of 122.35 feet, a delta of 4492326", an are length of 94.79 Feet,
and a chord which bears North 73*39'11" East having a chord distance of 92.44 feet to a
point on a line; THENCE South 84°09'46" East a distance of 21.05 feet to a EIP which is
the POINT OF BEGINNING, and containing 111,441.64 square feet or 2.5583 acre(s) of
land.
An illustration showing generally the above described Property is attached hereto as Exhibit A.
Grantor makes no representation whatsoever concerning the accuracy of the Property highlighted and
described on Exhibit A attached hereto.
TO RAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges thereunto
belonging to them, the Grantee, free and discharged from all right, title, claim or interest of the Grantors
or anyone claiming by through or under him.
The designation Grantors and Grantee as used herein shall include said parties, their heirs,
successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as required by
context.
IN WITNESS WHEREOF, the Grantors have duly executed the foregoing as of the day and year
first above written.
tKH167163,DOC 21

8 08113 PGOb34
SIGNATURE AND NOTARY ADDENDUM ATTACHED TO
QUIT CLAIM DEED
GRANTOR:
ZBY:
era ■nd B ce, Inc
My Bre President
STATE OF NORTH CAROLINA
CUMBERLAND COUNTY
I certify that the following person(s) personally appeared before me this day, each aclrnowledging to me
that he or she voluntarily signed the foregoing document for the purpose stated therein and in the capacity
indicated: Corev E. Brccmin_acopse tYas President ofRouer _�n�_Bteece Inc.. a North Carolina
2lWration.
Date: 4F
Official Signature of Notary-_
Notary's Printed Name: fI . ` /�, •�!
My commission expires: W C=Mssl rt Expires August 25, 204
[Affix Notary Seal or Stamp]
(N•P. SEAL)
(KH167163MM 2)

go81 1 3 PGOb35
SIGNATURE AND NOTARY ADDENDUM ATTACHED TO
I QUIT CLAIM DEED
G
STATE OF NORTH CAROLINA
CUMBERLAND COUNTY
I 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: Robert Wilson Breeee. Jr.. in his individual sty
Date:
Official Signature of Notary:
Notary's Printed Name: '''+f
My commission expires: My C9l%mlWon E1eAites August 23,
[Affix Notary Seal or Stamp]
(N•P. SEAL)
(KH I67163DOC 2)

r
go8113 POOb3b
SIGNATURE AND NOTARY ADDENDUM ATTACHED TO
QUIT Li.AIM DEED
RANT
Corey Robi 13c
Miram S.
'It is noted that Miriam S. Breece executes this instrument for the sole purposes of releasing any marital
rigbts in the property conveyed hereby,
STATE OF NORTI4 CAROLINA
CUMBERLAND COUNTY
1 certify that the following persons personally appeared before me this day, each acknowledging to me
they voluntarily signed the foregoing document for the purpose stated therein and in the capacities
indicated: CoMy Robinsonre di ' a "
Date:'/
Official Signature of Notary:y7W_1
1
Notary's Printed Name: 4--e • 41 . A r ` r— j
Milt' CommisslonEXPI s August 25, 20_
My commission expires:
(Affix Notary Seal or Stampj
a,aaa�uur�ar
•a•` pRD q .
cN H, '.
a�l�0 rNr••rra�r i• ,r1
r jjI/
riG-rrr
•
00 fro +cou`a•..•`',
(N.R SEALS
IKH161MMOC2)

HK08313 PGOM
SIGNATURE AND NOTARY ADDENDUM ATTACHED TO
QUIT CLAIM DEED
OR:
S Breece Craven
Dennis Craven;
'It is noted that Dennis Craven executes this instrument for the sole purposes of releasing any marital
rights in the property conveyed hereby,
STATE OF NORTH CAROLINA
CUMBERLAND COUNTY
I certify that the following persons personally appeared before me this day, each acknowledging to me
that they voluntarily signed the foregoing document for the urpose stated therein and in the capacities
indicated: Sharman Breece Cravcll god bUsban nnisoGVaven in their individual capacities.
Date: rr'. / - It 4
Official Signature of Notary:
Notary's Printed Name: AW
My commission expires: My CommM 20
[Affix Notary Seal or Stamp]
,,'��tQ •••�•p••�• % •j,.
VV '
d id tl : C-n
w • pp
r 0 - v b
�C' w '
Iy •�Y9iL5�JL�"'�y
(N.P. SEAL)
Ixa1e7163.aoC sl

BKO8113 PG0638
EXB BIT A ATTACHED TO
QUIT CLAIM DEED
(Attached hereto)
[KH 167163 DOC 2)

1
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Geotechnical Engineering Report
Proposed Walgreens Store
Bunce Road & Raeford Road
Fayetteville, North Carolina
June 2, 2011
Project No. 70115033
Prepared for:
GLM Fayetteville Bunce, LLC
3715 Northside Parkway
Building 200 Suite 750
Atlanta, Georgia 30327
Prepared by:
Terracon Consultants, Inc.
Raleigh, North Carolina

Irerracon
,tune 2, 2011
GLM Fayetteville Bunce, LLC
3715 Northside Parkway
Building 200 Suite 750
Atlanta, Georgia 30327
Attn: Mr. Scott Moore -
E: [e-mail]
Re: Geotechnical Engineering Report
Proposed Walgreens Store
Northeast Quadrant / Bunce Road & Raeford Road
Fayetteville, North Carolina
Terracon Project No. 70115033
Dear Mr. Moore,
Terracon Consultants, Inc. (Terracon) has completed the geotechnical engineering services for
the proposed Walgreen's store. This study was performed in general accordance with our
proposal number P70110190 dated May 12, 2011. This report presents the findings of the
subsurface exploration and provides geotechnical recommendations concerning earthwork and
the design of foundations and pavements for the proposed store.
We appreciate the opportunity to be of service to you on this project. If you have any questions
concerning this report, or if we may be of further service, please contact us.
Sincerely,
Terracon Consultants, Inc.
/1. vi" Denton, 11, P.E.
Geotechnical Manager
Enclosures
cc: 3 -Addressee
cc: 1 -File
Sc,.,"7 1
C
Barney C. Hale, PE
Senior Principal
Registered, NC 11285
Terracon Consultants, Inc. 5240 Green's Dairy Road Raleigh, North Carolina 27611
P [Ml 873 2211 F i9191 873 9555 Terracon.com North Carolina Registered F-0869

TABLE OF CONTENTS
PAGE
1.0 INTRODUCTION................................................... ........_..............1
2.0 PROJECT INFORMATION..................................................................1
2.1 Project Description............................................................................................. 1
2.2 Site Location and Description............................................................................. 2
3.0 SUBURFACE CONDITIONS.............................................................2
3.1 Typical Profile..................................................................................................... 2
3.2 Groundwater ................................. .....................................................................3
3.3 Site Geology.................................................................:...........
3.4 Seismic Considerations.......................................................................................4
4.0 RECOMMENDATIONS FOR DESIGN AND CONSTRUCTION .........4
4.1 Geotechnical Considerations.............................................................................4
4.2 Earthwork............................................................................ ......................5
4.2.1 Compaction Requirements.............................................................................6
4.2.2 Grading and Drainage.................................................................................... 6
4.2.3 Construction Considerations........................................................................... 6
4.3 Foundation Recommendations......................................................................... 7
4.4 Floor Slabs ............................................... 8
4.4.1 Design Recommendations................................................................................ 8
4.5 Pavements.......................................................................... ...........9
4.6 Stormwater Pond — Preliminary Design Considerations .................................. 10
5.0 GENERAL COMMENTS ..........................:................ ................11
APPENDIX A — FIELD EXPLORATION
Site Vicinity Diagram
Boring Location Diagram
Boring Logs
Field Exploration Description
Laboratory Testing
APPENDIX B — SUPPORTING DOCUMENTS
General Notes
Unified Soil Classification
Responsive a Resourceful ■ Reliable

GEOTECHNICAL ENGINEERING REPORT
PROPOSED WALGREENS STORE
BUNCE ROAD & RAEFORD ROAD
FAYETTEVILLE, NORTH CAROLINA
Project No. 70115033
June 2, 2011
1.0 INTRODUCTION
Terracon has completed the geotechnical engineering report,for the proposed Waigreens store to
be located in the northeast quadrant of the intersection of Bunce Road and Raeford Road in
Fayetteville, North Carolina. Nine soil test borings were performed to depths of approximately 5 to
20 feet below the existing ground surface at the approximate locations indicated on the Boring
Location Diagram.
The purpose of these services is to provide information and geotechnical engineering
recommendations relative to:
ti subsurface soil conditions
a groundwater conditions
p site preparation I earthwork
o pavements
o floor slab design and construction
o seismic considerations
2.0 PROJECT INFORMATION
2.1 Project Description
foundation design and construction
u preliminary infiltration rates in
proposed detention pond areas
preliminary seasonal'high water
table evaluation in proposed
detention pond area
,ITEM
Structure
The project will include a 14,820 SF retail building and associated
pavements for harking and drive lanes.
Building construction
Masonry block with metal roof joists
Finished floor elevation
Not provided. The finished floor elevation of the new store is
expected to closely match existing site grades.
Columns: 120 kips
Maximum loads (assumed)
Walls: 3 klf
Slabs: 150 psf max
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Geotechnical Engineering Report Irerracon
Proposed Walgreens Store a Fayetteville, North Carolina_
June 2, 2011 a Terracon Project No. 70115033
'ITEM
DESCRIPTION.
Maximum allowable settlement
Columns: 1-inch
(assumed)
Walls: '/ inch over 40 feet
Grading
Finished grades are expected to be within 2 feet above or below
existing site grades.
Cut and fill slopes
Not anticipated.
Below Grade Areas
None.
Stormwater Management
_
Two possible areas for a detention pond in the northeast portion -of
Features
the site were identified on the site plan provided.
2.2 Site Location and Description
ITEM
; DESCRIPTION
Northeast quadrant of the intersection of Bunce Road and Raeford
Location
Road in Fayetteville, North Carolina. See Exhibit A-1 for a Site
Vicinity Map.
The project site will be created by combining five existing tax
parcels. The parcels are currently developed with three structures
and associated driveways / parking lots. The largest of the three
Existing improvements
structures is currently being used as a church and occupies about
75% of the planned Walgreens footprint. The existing building and
pavements are expected to be demolished as part of the new site
development.
Current ground cover
Asphalt and concrete pavement, existing structures, grass.
Existing topography
Relatively level to gently sloping ( assumed from aerial views and
local topography)
3.0 SUBURFACE CONDITIONS
3.1 Typical Profile
Based on the results of the borings, subsurface conditions on the project site can be generalized
as follows:
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Geotechnical Engineering Report l��rr�eon
Proposed Walgreens Store a Fayetteville, North Carolina
June 2, 2011 a Terracon Project No. 70115033
.
f)escnptton
1 App`roxl late IJepth to
w
�,�
MateriAtn'c" ountered
.5 4
Consistency/ben§tty
Bottom of Stratum (feet)
: f
Surface
0.2 to 0.3
Topsoil/Rootmat or
NIA
Asphalt (No Stone Base)
Stratum 1
3
Sand with Silt
Loose to Dense
Sandy Clay and Clayey
Medium Stiff to Very Stiff
Stratum 2
8 to 13
Sand
(Clay) / Medium Dense
(Sand)
20
j Medium Dense to Dense
Stratum 4
Sand and Sandy Clay
I (Sand)
(Boring Termination Depth}
Very Stiff (Clay)
Conditions encountered at the boring locations are indicated on the boring logs. Stratification
boundaries on the boring logs represent the approximate location of changes in soil types; in -situ,
the transition between materials may be gradual. Further details of the borings can be found on
the boring logs in the Appendix of this report.
3.2 Groundwater
Groundwater was not encountered in the open borehoies after the completion of drilling.
However, the presence of a surface sand zone overlying less permeable clayey soils creates the
potential for shallow perched water conditions to develop during and following periods of wet
weather. Perched water can potentially develop as water infiltrating the surface sand becomes
trapped above the clayey sand and sandy clay present at a depth of about three feet. Infiltration
of surface water and a perched water condition are more likely to occur as site demolition is
performed and the impervious surfaces of roofs and pavements are removed.
3.3 Site Geology
The project site is located in the western portion of the Coastal Plain physiographic province of
North Carolina. The Coastal Plain consists mainly of marine sediments that were deposited during
successive periods of fluctuating sea level and moving shoreline. The soils in this province consist
of sands, sifts, and clays with irregular deposits of shells, which are typical of those laid down in a
shallow sloping sea bottom. Recent alluvial sands, sifts, and clays are typically present near rivers
and creeks. The site is mapped within the Cape Fear formation that includes sandstone and
mudstone.
Responsive a Resourceful o Reliable 3

Geotechnical Engineering Report Irerracan
Proposed Walgreens Store a Fayetteville, North Carolina
June 2, 2.011 ■ Terreoon Project No. 70115033
3.4 Seismic Considerations
Code Used `--,$iti3.Classifieatiori ..on. .
2006 international Building Code (IBC)' D 2
1. In general accordance with Table 1613.5.2 of the 2006 IBC.
2. The 2006 IBC requires a site soil profile determination extending a depth of 100 feet for seismic
site classification. The scope of work authorized did not include a boring to a depth of 100 feet.
The recommended seismic site classification assumes that the soils remain stiff/dense with
increasing depth. This is a reasonable assumption based on the geology of the area. A geophysical
exploration to develop the shear wave velocity profile to a depth of 100 feet could be utilized to verify
the seismic site class or as an attempt to justify a higher seismic site class.
4.0 RECOMMENDATIONS FOR DESIGN AND CONSTRUCTION
4.1 Geotechnical Considerations
Site preparation should begin with the demolition of the existing building foundations, floor slabs
and asphalt parking areas. Borings performed in the existing pavement areas did not encounter a
stone base layer beneath the asphalt. Existing utilities to be abandoned should be filled with grout
or removed and the resulting excavations property backfilled. Utilities that are to remain in service
should be accurately located and checked for potential interference with new construction.
The soils at the site are sufficiently stiff or dense to allow the proposed structure to be supported
on shallow foundations sized for a net allowable bearing pressure of 3,000 pounds per square
foot. We recommend close examination of the foundation bearing materials be performed during
footing construction to confirm suitable bearing conditions. A representative of the geotechnical
engineer should use a combination of hand auger borings and dynamic cone penetrometer (DCP)
testing to determine the suitability of the bearing materials for the design bearing pressure. Softer
soils, if encountered, can be addressed through localized overexcavation (undercutting) and
replacement with suitable materials.
A more complete discussion of these points and additional information is included in the following
sections.
Responsive a Resourceful u Reliable 4

Geotechnical Engineering Report lr�rr�eon
Proposed Walgreens Store o Fayetteville, North Carolina _
June 2, 2011 a Terrecon Project No. 70115033
4.2 Earthwork
As part of the demolition operation, the foundations and floor slabs (if applicable) of existing
structures at the site should be removed. Asphalt should also be stripped from the proposed
construction and landscaping areas. The borings performed in the existing parking areas
around the church building did not encounter a stone base layer beneath the asphalt.
Existing utilities that are to be abandoned should be removed or filled with grout. Utilities that
are to remain in service should be accurately located horizontally and vertically to minimize
conflict with new foundation or utility construction.
After demolition of the existing structures, removal of asphalt pavements, and utility
abandonment are completed, we recommend that the subgrade be proofrolled for evaluation
under the direction of a representative of the geotechnical engineer. Proofrolling should be
performed with a loaded, tandem -axle dump truck with a minimum gross weight of 20,000 lb or
similar rubber -tired construction equipment. Soft or otherwise unsuitable soils delineated from
the proofrolling observation should be removed prior to placing additional fill. Subgrade soils
that exhibit excessive rutting or deflection during vibratory rolling should be over -excavated as
directed by the representative and replaced with properly compacted fill. If unacceptable soils
are detected, the geotechnical engineer should be consulted for stabilization options.. .
Proofrolling should be performed after a suitable period of dry weather to avoid degrading an
otherwise acceptable subgrade and to reduce the amount of undercutting required. Based on the
borings, we do not anticipate that mass undercutting of the site will be required if the site
preparation is performed during a period of dry weather. We expect more significant undercutting
will be required if construction occurs during wetter periods of the year.
Engineered fill should meet the following material property requirements:
•, t r
�FIII Type'
..E a- ,' 4 `Fah
; `tJSCS Classification
! :. r ,.,f c •,-.• �_ .
Acceptable !_ocatron for Placement
CL/CH, ML/MH, SC or SM
Low- to Moderate -
Plasticity Soil 2
and
All locations and elevations
(LL < 60 & PI < 30)
Sand / Gravel with
less than 18%
GW/GP, SW/SP
All locations and elevations
fines
Near surface soils should be evaluated for plasticity.
On -site soils
Varies
If they do not meet the low to moderate plasticity
criteria, they should not be utilized within ..18 inches
beneath floor slab and pavement subgrades.
Responsive a Resourceful a Reliable 5

Geotechnical Engineering Report IreffamnProposed Walgreens Store o Fayetteville, North Carolina_
June 2, 2011 o Terracon Project No. 70115033
FiIIType„' USCS Classfficatlon AcceptableSLocation for Placement_
1. Controlled, compacted fill should consist of approved materials that are free of organic matter and
debris. A sample of each material type should be submitted to the geotechnical engineer for
evaluation.
4.2.1 Compaction Requirements
r ITEM
, 4. DESCRIPTION
Fill Lift Thickness
9-inches or less in loose thickness (4" to 6" lifts when hand -
operated equipment is used)
Compaction Requirements'
95% of the materials maximum standard Proctor dry density
(ASTM D698)
Within the range of -3% to +3% of optimum moisture content
Moisture Content — Cohesive Soil
as determined by the standard Proctor test at the time of
placement and compaction
1. Engineered fill should be tested for moisture content and compaction during placement. If in -place
density tests indicate the specked moisture or compaction limits have not been met, the area
represented by the tests should be reworked and retested as required until the specked moisture
and compaction requirements are achieved.
4.2.2 Grading and Drainage
During construction, grades should be sloped to promote runoff away from the construction area.
Final grades should be sloped away from the structure on all sides to prevent ponding of water.
We anticipate that landscaped areas at this facility will be minimal and that paved surfaces will
extend to the building edges. If gutters 1 downspouts do not discharge directly onto pavement
they should not discharge into landscaped areas adjacent. to the building (if applicable). This
can be accomplished through the use of splash -blocks, downspout extensions, and flexible
pipes that are designed to attach to the end of the downspout if necessary. Flexible pipe should
only be used if it is daylighted in such a manner that it gravity -drains collected water. Splash -
blocks should also be considered below hose bibs and water spigots. Paved surfaces which
adjoin the building should be sealed with caulking or other sealant to prevent moisture infiltration
at the building envelope; maintenance should be performed as necessary to maintain the seal.
4.2.3 Construction Considerations
The site should be graded to prevent ponding of surface water on the prepared subgrades or in
excavations. If the subgmde should become frozen, desiccated, saturated, or disturbed, the
affected material should be removed or these materials should be scared, moisture
Responsive a Resourceful a Reliable 6

Geotechnical Engineering Report Irerracon
Proposed Walgreens Store a Fayetteville, North Carolina
June 2, 2011 a Terracon Project No. 70115033
conditioned, and recompacted. Should unstable subgrade conditions develop, stabilization
measures should be employed.
Temporary excavations may be required during construction. As a minimum, all temporary
excavations should be sloped or braced as required by Occupational Health and Safety
Administration (OSHA) regulations to provide stability and safe working conditions. The grading
contractor, by his contract, is usually responsible for designing and constructing stable,
temporary excavations and should shore, slope or bench the sides of the excavations as
required, to maintain stability of both the excavation sides and bottom. All excavations should
comply with applicable local, state and federal safety regulations, including the current OSHA
Excavation and Trench Safety Standards.
The geotechnical engineer should be retained during the construction phase of the project to
observe earthwork and to perform necessary tests and observations during subgrade
preparation; proof -rolling; placement and compaction of controlled compacted fills; backfilling of
excavations to the completed subgrade, and prior to placing reinforcing steel in the footing
excavations.
4.3 Foundation Recommendations
In our opinion, the proposed structure can be supported by a shallow, spread footing foundation
system. Design recommendations for a shallow foundation system are presented in the
following table and paragraphs.
-DESCRIPTION
i VALUE
Net allowable bearing pressure'
j 3,000 psf
Minimum embedment below lowest adjacent finished
grade for frost protection and protective embedment
18 inches
Minimum width for continuous wall footings
16 inches
Minimum width for Isolated column footings
i 24 inches
Approximate total settlement 3
Up to 1 inch
Estimated differential settlement 3
Less than 3/4 inch between adjacent
columns or over 40' along wall footings
1. The recommended net allowable bearing pressure is the pressure in excess of the minimum
surrounding overburden pressure at the footing base elevation.
2. For perimeter footings and footings beneath unheated areas.
3. The actual magnitude of settlement that will occur beneath the foundations would depend upon the
variations within the subsurface soil profile, the structural loading conditions and the quality of the
foundation excavation. The estimated total and differential settlements listed assume that the
foundation related earthwork and the foundation design are completed in accordance with our
recommendations.
Responsive a Resourceful a Reliable 7

Geotechnical Engineering Report Irerracon
Proposed Walgreens Store ■ Fayetteville, North Carolina
June 2, 2011 a Terrecon Project No. 70115033
The base of all foundation excavations should be free of water and loose soil prior to placing
concrete. Concrete should be placed as soon as practical after excavating to reduce bearing
soil disturbance. Should the soils at bearing level become excessively disturbed or saturated,
the affected soil should be removed prior to placing concrete. It is recommended that the
geotechnical engineer be retained to observe and test the soil foundation bearing materials.
The foundation bearing materials should be evaluated at the time of the foundation excavation.
A representative of the geotechnical engineer should use a combination of hand auger borings
and dynamic cone penetrometer (DCP) testing to determine the suitability of the bearing
materials for the design bearing pressure. Excessively soft, loose or wet bearing soils should be
overexcavated to a depth recommended by the geotechnical engineer. The footings could then
bear directly on these soils at the lower level or the excavated soils could be replaced with
compacted soil fill, lean concrete or washed, crushed stone (NCDOT No. 57 or 67). We do not
anticipate extensive overexcavation will be necessary.
4.4 Floor Slabs
4.4.1 Design Recommendations
ITEM
QESCR3ISTION
Floor slab support
Approved/prepared site soils or new engineered fill
Modulus of subgrade reaction
150 pounds per square inch per inch (psifin) for point
loading conditions
Washed Stone Base or Compacted
4 to 6 inches of crushed, washed stone (NCDOT No. 57
Crushed Aggregate Base Course
or 67) or compacted aggregate base course (NCDOT
CABC Type 1 or Type 2)
We recommend floor subgrades be maintained in a relatively moist condition yet stable
condition until floor slabs are constructed. If the subgrade should become excessively
desiccated or wet prior to construction of floor slabs and pavements, the affected material
should be removed or the materials scarified, moisture conditioned, and recompacted. Upon
completion of grading operations in the building areas, care should be taken to maintain the
recommended subgrade moisture content and density prior to construction of the building floor
slabs. The floor slab design should include a washed, crushed stone base course (NCDOT No.
57) or compacted crushed aggregate base course (NCDOT CABC Type 1 or Type 2)
approximately 4 to 6 inches thick. Saw -cut control joints should be placed in the slab to help
control the location and extent of cracking. For additional recommendations refer to the ACI
Design Manual.
The use of a vapor retarder should be considered beneath concrete slabs on grade that will be
covered with wood, tile, carpet or other moisture sensitive or impervious coverings. The slab
designer should refer to ACI 302 and/or ACI 360 for procedures and cautions regarding the use
and placement of a vapor retarder.
Responsive m Resourceful ■ Reliable 8

Geotechnlcal Engineering Report f�r��O�
Proposed Walgreens Store a Fayetteville, North Carolina
June 2, 2.011 a Terracon Project No. 70115033
4.5 Pavements
When prepared as outlined in section 4.2 Earthwork the subsurface materials appear to be
suitable for support of the planned pavement sections. Prior to parking tot construction, the
pavement subgrade should be proofrolled as outlined in section 4.2 Earthwork of this report.
Loose or excessively wet soils delineated by the proofrolling operations should be undercut and
backfilled as recommended by the geotechnical engineer.
Pavement thickness design is dependent upon.
• the anticipated traffic conditions during the life of the pavement;
• subgrade and paving material characteristics;
• climatic conditions of the region.
We have assumed that traffic loads at the site will be produced primarily by lightly loaded cars and
light trucks with occasional loads by delivery and trash trucks. Two pavement section alternatives
have been provided. The light -duty pavement sections are for car parking areas only. Heavy-
duty pavement sections should be used for concentrated car traffic (drive lanes 1 entrance
drives) and truck traffic areas.
Recommended pavement sections are listed below in Table 1. For areas subject to
concentrated and repetitive loading conditions, i.e, dumpster pads and ingress/egress aprons,
or in areas where vehicles will turn at low speeds, we recommend using a Portland cement
concrete pavement with a thickness of at least 7 inches underlain by at least 4 inches of
crushed stone. For dumpster pads, the concrete pavement area should be large enough to
support the container and tipping axle of the refuse truck.
Tat 1e,I - Recommended Pavement Sections
Layer Thickness (inches}
:Pavement'':
Material
u sM
LEght Duty
'Ha`Duty; '
TYpe
Portland Cement Concrete
5
7
(4,000 psi)
Rigid
Crushed Stone
4
4
(NCDOT CABC Type 1 or Type 2))
Asphalt Surface
1.0
1.0
(NCDOT SF-9.5A)
Asphalt Binder
Flexible
2.0
2.0
(Superpave)
(NCDOT 1-19.0B)
Crushed Stone
6
8
(NCDOT CABC Type 1 or Type 2)
Responsive a Resourceful a Reliable 9

Geotechnical Engineering Report Irerracon
Proposed Walgreens Store a Fayetteville, North Carolina_
June 2, 2011 a Terracon Project No. 70115033
The placement of a partial pavement thickness for use during construction is not suggested
without a detailed pavement analysis incorporating construction traffic. In addition, we should
be contacted to confirm the traffic assumptions outlined above. If the actual traffic varies from
the assumptions outlined above, modification of the pavement section thickness will be
required.
Recommendations for pavement construction presented depend upon compliance with
recommended material specifications. To assess compliance, observation and testing should
be performed under the direction of the geotechnical engineer.
Asphalt concrete aggregates and base course materials should conform to the North Carolina
Department of Transportation (NCDOT) "Standard Specifications for Roads and Structures."
Concrete pavement should be air -entrained and have a minimum compressive strength of 4,000
psi after 28 days of laboratory curing per ASTM C-31.
The performance of all pavements can be enhanced by minimizing excess moisture which can
reach the subgrade soils. The following recommendations should be considered a minimum:
• site grading at a minimum 2 percent grade away from the pavements;
• the subgrade and the pavement.surface have a minimum 114 inch per foot slope to
promote proper surface drainage;
• install joint sealant and seal cracks immediately;
Prevention of infiltration of water into the subgrade is essential for the successful performance
of any pavement. Both the subgrade and the pavement surface should be sloped to promote
surface drainage away from the pavement structure.
Preventative maintenance should be planned and provided for through an ongoing pavement
management program to enhance future pavement performance. Preventative maintenance
activities are intended to slow the rate of pavement deterioration and to preserve the pavement
investment. Preventative maintenance, which consists of both localized maintenance (e.g. crack
and joint sealing and patching) and global maintenance (e.g. surface sealing), is usually the first
priority when implementing a planned pavement maintenance program and provides the highest
return on investment for pavements.
4.6 Stonmwater Pond — Preliminary Design Considerations
Borings B-8 and B-9 were performed in the potential pond locations. Each of these borings
encountered a three-foot thick layer surface layer of sand overlying sandy clay. Groundwater
was not encountered within a depth of 15 feet in the two borings. However, the presence of the
more permeable sand overlying less permeable clay creates the potential for perched water
conditions developing at a depth of about 3 feet during and following periods of wet weather. In
Responsive ■ Resourceful a Reliable 10

Geotechnical Engineering Report Irermcon
Proposed Walgreens Store a Fayetteville, North Carolina
June 2, 2011 . Terracon Project No. 70115033
addition, the soil colors indicate intermittent water movement through the clayey soils below a
depth of 3 feet.
The clayey soils below a depth of 3 feet are expected to have low permeability. We suggest a
preliminary infiltration of 0.5 in/hour be used in evaluating the type of stormwater management
feature to be used at the site.
The information provided above may not be sufficient for final design and permitting if a
retention/detention pond is planned. We recommend further analysis by a certified soil scientist
of the seasonal high water table and potential for perched water conditions. We also
recommend in -situ permeability testing of the soils that would be immediately below the design
bottom elevation of a pond.
5.0 GENERAL COMMENTS
Terracon should be retained to review the final design plans and specifications so comments
can be made regarding interpretation and implementation of our geotechnical recommendations
in the design and specifications. Terracon also should be retained to provide observation and
testing services during grading, excavation, foundation construction and other earth=related
construction phases of the project.
The analysis and recommendations presented in this report are based upon the data obtained
from the borings performed at the indicated locations and from other information discussed in
this report. This report does not reflect variations that may occur across the site, or due to the
modifying effects of weather. The nature and extent of such variations may not become evident
until during or after construction. If variations appear, we should be immediately notified so that
further evaluation and supplemental recommendations can be provided.
The scope of services for this project does not include either specifically or by implication any
environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or
prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the
potential for such contamination or pollution, other studies should be undertaken.
This report has been prepared for the exclusive use of our client for specific application to the
project discussed and has been prepared in accordance with generally accepted geotechnical
engineering practices. No warranties, either express or implied, are intended or made. Site
safety, excavation support, and dewatering requirements are the responsibility of others. In the
event that changes in the nature, design, or location of the project as outlined in this report are
planned, the conclusions and recommendations contained in this report shall not be considered
valid unless Terracon reviews the changes and either verifies or modifies the conclusions of this
report in writing.
Responsive ■ Resourceful ■ Reliable 11

1
1NITED STATES -- DEPARTMENT OF THE INTERIOR - GEOLOGICAL SURVEY
SCALE 1:24 000
1 .S 0 IGLO►tETERS 1 2
1000 0 MIEIERS 1000 2000
MOi$
1000 a 1000 2DD0 3000 4000 3000 6000 70M ED00 9000 10 OW
FEEF
CONTOUR INTERVAL 10 FEET N
NATIONAL CEOMM YE.RI M 0AWM Qr 1929
QUADRANGLE
FAYETTEVILLE, NC
1997
7.5 MINUTE SERIES (TOPOGRAPHIC)
BCH ""`"" 7011= SITE VICINITY DIAGRAM EXHIBIT
TLY &Wm AS SHOWN I CAAA I GEOTECI•INICAL ENGINEERING REPORT
DoWd By. a+Nm and scieffdsts PROPOSED WALGREENS
8CWMRF OEOT IM33.1
oa
RAEFORD ROAD AND BUNCE ROAD A - 1
BCH MAY 2011 et t ° FAYETTEWLE, NC 1

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APPROXIMATE BORING LOCATION
Approximate Scale
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(Feet)
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BORING LOCATION DIAGRAM
GEOTECHNICAL ENGINEERING REPORT
EXHIBIT
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PROPOSED WALGREENS
ate,
RAEFORD ROAD AND SUNCE ROAD
A-2
BCH
MAY 2011
I e 19
FAYETTEVILLE. NC

LOG OF BORING NO. B-1 - Page 1 of 1
CLIENT
GLM Development Com n , LLC
SITE
Fayefteville, North Carolina
PROJECT
Wal reens
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DESCRIPTION
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15
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LL = 41
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Light red and orange, fine-grained, dense
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SS
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Orange, light gray, and red, very stiff
CL
6
SS
29
BORING TERMINATED
The stratification lines represent the approximate boundary lines
between soil and rock types: fn-situ, the transition may be gradual.
WATER LEVEL OBSERVATIONS, ft
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BORING STARTED 4-5-11
WL
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BORING COMPLETED 4-5-11
WL
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45
FOREMAN GE
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APPROVED BCH
JOB # 70115033

LOG OF BORING NO. B-2 -
Page 1 of 1
CLIENT
GLM Development Company, LLC
SITE
PROJECT
Fayetteville, North Carolina
Wal reens
SAMPLES
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a
Uo Nm
S�Ua0
0.2 Approx. 2" ASPHALT
SAND WITH SILT
SM
1
SS
33
Light gray and brown, fine-grained, dense
SANDY CLAY
Brown -orange, very stiff
CL
2
SS
28
5
6
CLAYEYSAND
SC
3
SS
20
t3 Brown -orange and light gray, medium
dense
CL
4
SS
21
SANDY CLAY
Brown -orange, very stiff
10
13
SAND MIKIILT
Orange, fine-grained, medium dense
SM
5
SS
25
T.
15
;;
SM
6
SS
21
20
20
BORING TERMINATED
The stratification lines represent the approximate boundary lines
between soil and rock types: in -situ, the transition may be gradual.
WATER LEVEL OBSERVATIONS, ft
rerracon
BORING STARTED 4-5-11
WL
V- N/E AB
T
11
BORING COMPLETED 4-5-11
WL
RIG 45
FOREMAN GE
WL
APPROVED BCH
JOB# 70115033

LOG OF BORING NO. B-3 - Pagel of l
CLIENT
GLM Development Company, LLC
SITE
F ettevllle, North Carolina
PROJECT
Wa! reens
C7
o
2
aaa
�1
DESCRIPTION
=
0
O
>
U)
0
a
SAMPLES
TESTS
a
w
m
Z
Uj
e
>
w
7
p
-
z ui
N in
z
a w
wr
�z
9 0
F
}
ir n�
d
c yt
nc ,
8 E 0
U to
:•
. •;.
0.2 Approx. 2" ASPHALT
SAND WITH SILT
g Dark gray -brown and tan -brown,
fine-grained, loose
10
15
20
LL = 48
PI = 21
SM
1
SS
9
SILTY EIN>E SANDY CLAY
Orange and light red, very stiff
CL
2
SS
17
23
CL
3
SS
22
CLAYEY SAND
Light gray and red, medium dense
13
SC
4
SS
18
SAP1r! WITH SILT
Brown -orange, fine-grained, dense
5M
5
SS
30
CLAYEY SAND
20 Orange, medium dense
SC
6
SS
18
BORING TERMINATED
The stratification lines represent the appro)dmate boundary lines
between soil and rock types: in -situ, the transition may be gradual.
WATER LEVEL OBSERVATIONS, ft
IrerraconjRIG
BORING STARTED 4-5-11
WL
-7 NIE AB
T
BORING COMPLETED 4-5-11
WL
X
45
FOREMAN GE
WL
APPROVED BCH
JOB # 70115033

LOG OF BORING NO. B-4 _ Page 1 of 1
CLIENT
GLM Development Company, LLC
SITE
Fayetteville, North Carolina
PROJECT
Wal reens
iJ
DESCRIPTION
d
O
M
SAMPLES
TESTS
Z
F-
ir
W m
3: 0U
n
m t
D U �n
:.
O.z Approx. 2" ASPHALT
SAND WITH SILT
3 Brown, fine-grained, medium dense
5
10
15
20
SM
1
SS
20
g'AYEY SAND
Brown -orange, medium dense
6
SC
2
SS
11
113
SANDY SLAY
Orange, red, and light gray, very stiff
CL
3
SS
22
CL
4
SS
21
SAND WITH SILT
Light orange -brown, fine-grained, medium
dense
18
SM
5
SS
28
:•.
SILTY SAND WITH CLAY
20 Light orange -brown, medium dense
SM
6
SS
27
BORING TERMINATED
The stratification lines represent the approximate boundary lines
between soil and rock types: in -situ, the transition may be gradual,
WATER
LEVEL OBSERVATIONS, ft
errac®n
BORING STARTED 4-5-11
WL
� N/E AB
BORING COMPLETED 4-5-11
WL
X
RIG 45
FOREMAN GB
WL
APPROVED BCH
JOB # 70115 333

LOG OF BORING NO. B-5 -
Page 1 of 1
CLIENT
GLM Develo mart Comp2ny, LLC
SITE
PROJECT
Fayetteville, North Carolina
Wal reens
SAMPLES
TESTS
DESCRIPTION
J
M
a
s
a
U
z
U)
m
?�
F
w
F
ca
IL
z
�
�-z
>
a n
Sam
f)
O
n
aim
�U
0.2 Approx. 2" ASPHALT
SAND WITii SILT
SM
1
SS
17
:.
3 Light gray -brown, fine-grained, medium
dense
CL
2
5S
11
NA
CW
5 SANDY
Brown -orange, stiff
6
BORING TERMINATED
The stratification lines represent the approximate boundary lines
between soil and rock types: in -situ, the transition may be gradual.
WATER LEVEL OBSERVATIONS, ft
lrerracon
BORING STARTED 4-5-11
WL
� NIE AB
�
BORING COMPLETED 4-5-11
WL
RIG 45
FOREMAN GE
WL
APPROVED BCH I
JOB # 70115033

LOG OF BORING NO. B-6
Page 9 of 1
CLIENT
GLM Development Com n , LLC
SITE
PROJECT
Epypneville, North Carolina
Walgreens
SAMPLES
TESTS
DESCRIPTION
T
=
W
�
Zco
XW
Z
rn
o
t-
°4
ur
O
LU z
_
E
o
D
z
�
co
30
a �'
cicn
:.
0.2 Approx. 2" ASPHALT
SAND WITH SILT
SM
1
SS
16
:.
3 Light tan, fine-grained, medium dense
SANDY CLAY
5 Brown -orange, stiff
CL
2
SS
14
BORING TERMINATED
The stratification lines represent the appro)amate boundary tines
between sal and rock types: in -situ, the transition may be gradual.
WATER
LEVEL OBSERVATIONS, ft
�����®�
BORING STARTED 4-5-11
�NIEAB I
BORING COMPLETED 4-5-11
E
RIG 45
FOREMAN GE
APPROVED BCH
JOB # 70115033

LOG OF BORING NO. B-7 -
Page 1 of 1
CLIENT
GLM Development Come, n LLC
SITE
PROJECT
Fayetteville, North Carolina
Walgreens
SAMPLES
TESTS
DESCRIPTION
>•'
S
(n
m
LU
Z
Q=W
c as'
a
W
4
O
U
HO
W'
it
E`m
a�
W
a
in
Z
m
�0
O n
�U�
:.
0.2 Approx. 2" ASPHALT
SM
1
SS
22
SAND WITI 511,T
3 Light tan and light gray -brown,
fine-grained, medium dense
SC
2
SS
15
CLAYEY SAND
5
Brown -orange, medium dense
5
BORING TERMINATED
The stratification lines represent the appro>amele boundary lines
between soil and rock types: in -situ, the transltlon may be gradual.
WATER LEVEL OBSERVATIONS, ft
�����®�
BORING STARTED 4-5-11
� NIE AB �
BORING COMPLETED 4-5-11
L
RIG 45
FOREMAN GE
APPROVED l3CN
JOB # 70115D33

LOG OF BORING NO. -
,B-S page 1 of 1
CLIENT
GL.M Development Company, LLC
SITE
PROJECT
Fayetteville, North Carolina
Walgreens
SAMPLES
TESTS
O
DESCRIPTION
O
U
Z
0.
eof
H
co
m
0
O
�
LUW
W Y-
Z)
c naa
c
�
0.
Wp
U
M
Z
W
ad?
U
ce
1- O
1- z
}
0 a
E m
jUin
0
F
0) In
�Q
:...
0.3 Approx. 3" TOPSOIL
SILTY SAND
P200 =
SM
1
SS
5
Light gray -brown, fine- to medium- grained,
loose
27%4
P200 =
,
pil3
CL
2
SS
16
LightSANDY orange -brown to fight gray and red,
5
53%
very stiff
CL
3
SS
21
t3
CLAYEY SAND
SC
4
SS
24
Light gray and red, medium dense
10
Sc
5
SS
22
15
15
BORING TERMINATED
The stratification lines represent the approximate boundary lines
between soil and rock types: in -situ, the transition may be gradual.
WATER LEVEL OBSERVATIONS, ft
errac®n
BORING STARTED 4-5-11
WL
V- N/E AB
�
BORING COMPLETED 4-5-11
WL
7-
RIG 45 FOREMAN GE
WL
APPROVED BCH JOB # 70115033

LOG OF BORING NO. B-9 - -Page 1 of 1
CLIENT
GLM Development Com n , LLC
SITE
Fayetteville, North Carolina
PROJECT
Wal reens
U
o
DESCRIPTION
a
J
0
U
SAMPLES
TESTS
z
a
C
a
s
i
F
Zi
0
to
�
ir a
"2p! B
m
8 of
0.3 Approx. 3" TOPSOIL
SILU SANQ
3 Light gray -brown, fine- to medium- grained,
loose
$
10
15
P200 T
30%
SM
1
SS
4
CL
2
SS
20
SANDY CLAY
Gray and red -orange, very stiff
8
CL
3
SS
21
K
Light gray and red, medium dense
15
Sc
4
SS
22
Sc
5
SS
21
BORING TERMINATED
The stratification lines represent the approbmate boundary lines
between soil and rock types: In -situ, the transition may be gradual.
WATER LEVEL OBSERVATIONS, ft
errc®nRIG
BORING STARTED 4-5-11
V N/E AB
T
BORING COMPLETED 4-5-11
L
45
FOREMAN GE
APPROVED BCH
JOB # 70115033

Geotechnical Engineering Report Irerracon
Proposed Walgreens Store ■ Fayetteville, North Carolina_
June 2, 2011 ■ Terracon Project No. 70115033
Field Exploration Description
The boring locations were located by measuring from existing site features. Ground surface
elevations were not obtained. The locations of the borings should be considered accurate only to
the degree implied by the means and methods used to define them.
The borings were drilled with a rotary drill rig using hollow stem auger drilling techniques to
advance the boreholes. Samples of the soil encountered in the borings were obtained using the
split barrel sampling procedures.
In the split -barrel sampling procedure, the number of blows required to advance a standard 2-inch
O.D. split -barrel sampler the last 12 inches of the typical total 1 &inch penetration by means of a
140-pound safety hammer with a free fall of 30 inches, is the standard penetration resistance
value (SPT N). This value is used to estimate the in-sltu relative density of cohesionless soils and
consistency of cohesive soils. A rope and cathead assembly was used to lift the hammer on this
project.
The samples were tagged for identification, sealed to reduce moisture loss, and taken to our
laboratory for further examination, testing, and classification. Information provided on the boring
logs attached to this report includes soil descriptions, consistency evaluations, boring depths,
sampling intervals, and groundwater conditions. The borings were backfilled with auger cuttings
prior to the drill crew leaving the site.
A field log of each boring was prepared by the drill crew. These logs included visual classifications
of the materials encountered during drilling as well as the drillers interpretation of the subsurface
conditions between samples. Final boring logs included with this report represent the engineer's
interpretation of the field logs and include modifications based on laboratory observation and tests
of the samples.
Exhibit A4

Geotechnicai Engineering Report IrerraconProposed Walgreens Store ■ Fayetteville, North Carolina-
June 2, 2011 ■ Terracon Project No. 70115033
Laboratory Testing
Descriptive classifications of the soils indicated on the boring logs are in accordance with the
enclosed General Notes and the Unified Soil Classification System. Also shown are estimated
Unified Soil Classification Symbols. A brief description of this classification system is attached
to this report. All classification was by visual manual procedures. Selected samples were
further classed using the results of Atterberg limit and gradation testing. The Atterberg limit
and gradation test results are provided on the boring logs.
Exhibit B-2

GENERAL NOTES
DRILLING $ SAMPLING SYMBOLS:
SS:
Split Spoon —1 '18' I.D., 2" O.D., unless otherwise noted
HS:
Hollow Stem Auger
ST:
Thin -Walled Tube - 2" O.D., unless otherwise noted
PA:
Power Auger
RS: .
Ring Sampler - 2.42" I.D., 3" O.D., unless otherwise noted
HA:
Hand Auger
DB:
Diamond Bit Coring - 4", N, B
RB:
Rock Bit
BS:
Bulk Sample or Auger Sample
WB:
Wash Boring or Mud Rotary
The number of blows required to advance a standard 2-inch O.D. split -spoon sampler (SS) the last 12 inches of the total 18-inch
penetration with a 140-pound hammer falling 30 inches is considered the "Standard Penetration" or "N-value'.
WATER LEVEL MEASUREMENT SYMBOLS:
-
WL:
Water Level
W&
While Sampling N/E: Not Encountered
WCI:
. Wet Cave in
WD:
While Drilling -
DCI:
Dry Cave in
SCR:
Before Casing Removal
AB:
After Boring
ACR:
After Casing Removal
Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other
times and other locations across the site could very. In pervious soils, the indicated levels may reflect the location of groundwater.
In low permeability soils, the accurate determination of groundwater levels may not be possible with only short-term observations.
DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System, Coarse Grained Soils
have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand.
Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they,are principally described as clays if they are
plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may
be added according to the relative proportions based on grain size. In addition to gradation, coarse -grained soils are defined on the
basis of their in -place relative density and tine -grained soils on the basis of their consistency.
CONSISTENCY OF FINE-GRAINED SOILS
RELATIVE DENSITY OF COARSE -GRAINED SOILS
Unconfined Standard Penetration
Standard Penetration
Rlna
Sampler (RS)
Compressive or N-value (SS)
Consistency
or N-value WSJ
Relatlyg.Density
131ows/Ft
Strength, u sf lows t
Blows/FL
< 500 <2
Very Soft
0-3
0-6 Very Loose
500 —1,000 2-4
Soft
4-9
7-18 Loose
1,001 — 2,000 4-8
Medium Stiff
10 — 29
19-58 Medium Dense
2,001 — 4,000 8-15
Stiff
30 — 49
59-98 Dense
4,001 — 8,000 15-30
Very Stiff
50+
99+ Very Dense
8,000+ 30+
Hard
RELATIVE PROPORTIONS OF SAND
AND GRAVEL
GRAIN SIZE TERMINOLOGY
Descrisstive Termisl of other
Percent of
Maior Component
Particle Size
Constituents
Dry Welaht
of Sample
Trace
< 15
Boulders
Over 12 in. (300mm)
With
15 — 29
Cobbles
12 in. to 3 in, (300mm to 75 mm)
Modifier
> 30
Gravel
3 in. to #4 sieve (75mm to 4.75 mm)
Sand
#4 to #200 sieve (4.75mm to 0.075mm)
Silt or Clay
Passing #200 Sieve (0.075mm)
RELATIVE PROPORIIONS OF FINES
PLASTICITY DI_SCRIPTION
Descriptive Terms) of other
Percent o
Plasticity
Constituents
Dry Welaht
erM
de
Trace
< 5
Non -plastic 0
With
5-12
Low
1-10
Modifiers
> 12
Medium
11-30
High
30+
Exhibit C-1

UNIFIED SOIL CLASSIFICATION SYSTEM -
Group
II Soil Classiflcatlon
-----
Criteria for Assigning Symbols and Group Nafnes
Using .La6oratory Tests ; Group
Group Names
_-
I Gravels:� _.-
Cfaan Gravels:
Cu z 4 and 1 5 Cc s 3 e`
GW
Well graded graves �
More than 50% of
Less than 5% fines:
Cu < 4 and/or 1 > Cc > 3 e
GP
Poorly graded gravel
Coarse Grained Soils:
coarse
(radian retained on
I
Gravels with Fines:
°
Fines classify as ML or MH
GM
Silty gravel"'
Fines classify as CL or CH
_
GC
Clayey gravel
More than 50% retained
N sr� -
More than 12% fines
on No. 200 sieve Sands:
Clean Sands:
Cu 2 6 and 1 5 Cc 5 3 e
SW
Well -graded sand
Cu < 8 andlar 1 > Cc > 3 E
SP
Poorly graded sand
50% or more of coarse
Less than 5% fines °
traction passes
Sands with Fines:
Fines classify as ML or MH
SM
Silty sand
No. 4 slave
More than 12% fines °
Fines Classify as CL or CH -
SC
Clayey sand ' HT —
Inorganic:
PI > 7 and plots on or above "A' line?
J
CL
Lean clay""-� -
Sllts and Clays:
Liquid limit less than 50
Fine -Grained Soils: I
I
50% or more passes the
�-
j Organic:
PI <4 or plots below "A" line
Liquid limit - oven dried - -�T
<0.75
Liquid limit - not dried]
------- - - -
j ML
^
OL
--�-
-CH
I silt
Organic clay KXM
f Organic silt
•-- --turn ---- -
No. 200 sievec.
PI plots on or above "A" line
; Fat Gay
Slits and Clays:
Liquid limit 50 or more
- -
PI plots below "A" line
: Liquid limit - oven dried
MH
rM
! Elastic Silt '
'Organic clay
Organic:
, < 0.75
limit - not dried
OH
i
�r--b-----
Organic silt '
_Liquid
Nlghly organic soils: l Primarily organic matter, dark in color, and organic odor
T PT
I Peat
" Based on the material passing the 34n. (75-mm) sieve
" If fines are organic, add "with organic tines" to group name.
e It field sample contained cobbles or boulders, or both, add "with cobbles
' if soil contains z 15% gravel, add "with gravel" to group name.
or boulders, or both" to group name. i
' If Atterberg limits plot In shaded area, soil is a CL-ML, silty day.
° Gravels with 5 to 12°% fines require dual symbols: GW-GM well -graded
I K If sail contains 15 to 29% plus No. 200, add Wth sand" or "with
gravel with silt, GW-GC weft -graded gravel with Gay, GP -GM poorly
; gravel," whichever is predominant.
graded gravel with silt, GP-GG poorly graded gravel with day.
I L If soil contains z 30% plus No. 200 predominantly sand, add "sandy"
° Sends with 5 to 12% fines require dual symbols: SW-SM well -graded
!' to group name.
sand with silt, SW -SC well -graded sand with clay, SP-SM poorly graded
f "' If soil contains z 30% plus No. 200, predominantly gravel, add
sand with sift, SP-SC poorly graded sand with clay
{, "gravelly" to group name.
(D30 )2
i "' PI z 4 and plots on or above "A" line.
E Cu = DrorD,o Cc =
° PI < 4 or plots below "A" line.
D1D x D6
p PI plots on or above "A" line.
F If soil contains a 15% sand, add '`with sand" to group name.
I ° PI plots below "A" line.
° If fines classify as CL-ML, use dual symbol GC -GM, or SC-SM.
60
i For classification of tine-grainedsoils
r
,{•��
and fraction
ained soil
of coarse -grained
' Equation of 'A" - line
IL j Horizontal at PI=4 to LLr_25,5.
=- then P1=0.73 (LL-20).t0'�..
UX.I 40
p j Equation of "U" -lineG�O
Z Vertical at LL-16 to P1=7,
30 f then PI=0.9 (LL-8) ,�....._.. .......
.._ _ ... ....
0�'
1 i
to 20 . G
MH or OH
j ♦
10 - - ���— - i - -
f
----- ------ �- - -_
4 .� . ML or Ol.
0 10 16 20 30 40 50
60 70 80 90 100 110
LIQUID
LIMIT (LL)
Exhibit C-2