SW7130902_HISTORICAL FILE_20130917

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW ! L�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
Lc HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
d/7
YYYYM M D D

Dumpor, Samir
From: Matt Lowder - TSD <[e-mail]>
Sent: Tuesday, September 17, 2013 10:03 AM
To: Dumpor, Samir
Subject: Dollar General - Craven County
Mr. Dumpor-
I spoke with Kathy Sunshine at the Coastal Carolina Regional Airport to notify her that we are proposing to construct a
wet detention pond as part of the development of the Dollar General store on the US Highway 70 service road. I
notified her of State Session Law 2012-200 regarding wet detention ponds within 5 miles of airports and that NCDENR is
not requiring the use of a wet detention pond for the proposed development but that we are proposing to construct one
of our own choice.
Please let me know if you need any additional information regarding this project,
Thanks
Matt Lowder, PE
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone] (o)
[phone] (c)
mlowder(atrianolesitedesian.com
www.trianglesitedesign.com

ERESS , a t5'ldic •: g
fE'' 1 I [u,� 0OOLI A JIEx !se Tax _ BOOK 11.61Pa S.09
' DENR Ala
e01e12a �1 0 1y
fit-(. for P•eostation at is i ld o'clock
yEE—y r• G. - Boa Ee.
SS.CM.P9
al Deeds d ' crc,. Ctea:r
Exe4e Tax ISO. Record1m, Time. Book and Page .
. %.. . Tax Lot No . ................. : .. Pareel.1dentifler No, .................. ....................
r, Verified by ....:.................................................................. County on the .:.::........... day. of ..............................:............:.......:...., 19........a.. ..
by........................ ........... " .............. ........... ......... ........ . ............ ....................................... _......
;. Mall after recording to :rn zh�£.....V....��i.f .... .M.:awf.?.b.... .....&ji�..:.. WG.t...C.Y✓`...E•���1.t..1N.4..:...ta7 b�9
.................. :.......... ............... ....... ..................... ............... ......:...................... ...................................... ......................... .................................................
. .
This instrument was prepared by ...H.,; Arthur Sandman : Swithout title .examinati..... ,.._;,,,,,,,,,,,,,,
Brief description for the Index Tracts I; II ii III Craven Co.
j
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this 3ird... day of ......Tune .............. ..:.... 1g.0..7....... by and between
:..; GRANTOR ... :.GRANTEE _
George W..Enaley and wife, George W. Eneley, .Jr..
Jacquelyn B. Ensley
P. 0: Box 3228
New Bern NC 28560 -
:I Enter In appropriato block far each party: name, addrera, and, if appropriate, character of entity, eq. ocrporanon or partnership.
The designation Grantor and Grantee as used herein shall include acid parties, their heirs, successors, and assigns, and
—shall include singular, plural, masculine, feminine or neuter as required by contest.
WSTNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which in .hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
:i ,. certain lot or parcel of land actuated in the City of ..................... ....:.............. ....::.:....:...t..;....... Ntimbo.F... SAV. en............. Township,.
................... Pmmel!............. .... County, North Carolina and more particularly described as hollows:
See Exhibit A attached hereto.
C�

`BOOK i b PAGE 540
EXHIBIT A
TRACT I: Beginning at a point on the corner of Oak Street and the.easter� right -of -
Way —line of U.S. Highway No. 7.0 and running from. said beginning point along
and with the eastern right-of-way line of U.S. Highway No. 70 N 18025' W 208.28
feet to a corner; thence N 55° 25' E 141.68 feet to a stake, a corner; thence
S 32" 55' E 200.feet along and with the western side of Second Street; thence
S 55° 25' W 193.70 feet to the point of beginning; Being lots 91 and 93 as shown
on that certain plat or map prepared by William H. Utley, Registered Land Surveyor,
dated June 22-24;.1966, for Harrell.M. Carpenter and wife of T.A. Grantham property.
Being that same property described as Lots 91. and 91 and conveyed by deed lto
George W. Ensley and wife, Jacquelyn B. Ensley by Harrell M. Carpenter and wife,
. �.L Mary S. Carpenter, by deed dated August 9, 1966, and recorded in Book 703, Page
293. Craven.County Registry, reference to said deed beingherebymade.
TRACT II; Being all of that tract shown as Lot No. 89 as shown on that map
entitled."T..A. Grantham Property", dated August. 1.926, by T.R. Cobb, aaid pap
being recorded in Map Book 1, Page 89, in the office of the Register of Deeds
,.of Craven County, reference to which is hereby made for a. more particular
;.description of the. aforesaid premises,
Being that same property described as Lot No. 89 and conveyed by deed-toGeorge
W. Ensley and wife, Jacquelyn B. Ensley by Edna K. Daniels, dared .flay 29,I1970
...: .and recorded in Book 770. Page 305..Craven County Registry, reference to said
deed being hereby made..
TRACT III: Beginning at the northeastern corner of 'Lot No. 91 as.shown on -a
map entitled "Revised Plot - Subdivision of T.A.'Grantham Property".of record
in Map Book 1, 'Page 89, intheof f ice'of the Register of Deeds of Craven County. _
Thence from' this "point" of beginning so located in a straight Line 40 feet. lin
an. easterly direction to the northwestern "corner of Lot No: 89,. thence along
and with the western line of.Lot t No. 89 200.. feet in-asoutherly direction. Ito
.. '' the southwestern corner of tot No. 89, said southwestern corner also.being in
.the northern line of Oak Road; thence along and with the northern line of Oak
Road 40 feet :in a westerly direction to the southeastern corner Lot No. 911; -
.thence.along•and with the eastern line of Lot No. 91 200 feet in a"noriherly
direction to the ,point of beginning. .
Being the same propertydescribed in the deedconveyed to George W. Ensley and
wife ,'. Jacquelyn B. Ensley by He11enG. Neely, datedAugust23, 1976 and ceIcorded-

i. . The property hereinabova described was acquired by Grantor by Instrument recorded in Tract I: Book 703;f••,PaBe•, 293,
Tract IIt Book 770, Page 305, and Tract III: Book 874, Page 81. Craven County, Registry.
...................................................................................................................................... ...... ..
A map showing the above described property Is recorded in Plat Book ...................... ..:'page ....
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privilegesand 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 right to convey
the name In fee simple, that title is marketable and free and clear of all encumbrances, end that Grantor will warrant and
defend the title against the lawful.claims of all persona whomsoever except for.the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following' exceptions:
'{ Subject to 1987 ad valorem taxes.
{ Subject to easements and restrictions.of record.
jIN WITNESS WHEREOF, the Grantor be. hereunto act as, havd'a,M•seal, or if eorpmatq has caused. this M,trumeot to be d bad b Its
`\ aorperaga alma by Its duly sutharbod officers and Its soi to be hereunto afficea by authority of Its Board of Dlrecwry tea day and rear flya{
f aNrs wrltUv_
`. -..:
.:. ................................................................lCV1 _ ________.._.(aGL)
(Corporata Name) ? Geor(ggeneley
G
Dyf---------------' - ' ------- - ......'
X _ _ ............../sawl.7
..........................President
ac el B. Bosley
ATTZITf
X
______________________________________________•I.------------- (SEAL) ..
________________ ..................................
_____ lassoes" (C rporate seat ........ ..... .. . ...••..(esAL)
.. SEA46TeAlP •••••• ,y. NORTH CAROLINA,....._.Usecon,be............... County.
' �,t Jt tt r..•;'�..5 I, a Notary Public of the County and Slate aforesaid, .."fly Thal c.
i a P' : • V-------- Georg_e_W_: Ensley. and. wifea_ JeF9p&lyP_9 e._$A9).eX.__...._L_......._._ Grantor, `
'-(" . ' U B �• \ y Personally appeared before me We day and acknowledged the acecnuon of the foregoing bassoonist. witvw my _
••.....•• .+ p� $hand an0 offlelel astmD or seat. tail 3rd'___ as or ___.:_-June.---------'------._..
tY. _. Y
. .b!•u...•"•,• My eommbalm, ecpfreu ..... (ottlt ___ ------ Nester Public
■EALdTAMP NORTH CAROLINA............... ................... count,. ,
h a Notary Public of no County and State aforesaid, : it."Ify teal
personally able before me ably day and acknowledged that by 'ly _... .: aeceatarY of
_ - .
" • ------------------------------------------------------- •North Carolina corporation, and that by Impuritydutygiven and as tea act of the corporation, the foregola[ bistro most why signed be Its name by Its .................
%, _,•. - ; President, tested win Its eorporab Seat and atteslad by .---------- as Its .......... .......... Sserestq•.
Wine.. my bond and affleW stamp at stal, this .......day of ... IS.........

WET DETENTION POND ANALYSIS - ALL RULES
FILE NAME:
S:\WOS\ST0RMWATERIEXCELSPREADSHEETS\POND\130902
PROJECTM SW7
130902
REVIEWER: Samir
Initial Run Date 9/16/2013
PROJECT NAME:
Dollar General - James City
Last modified 18-Sep-13
Receiving Stream:
Scotts Creek
Class: SC; Sw; NSW
Drainage Basin:
Neuse
Within 112 mile SDY or N
Index No. -75.00
Site Area
1 1.29
jacres
()Drainage Area
Rules- "2008" or " PhT
feet DA Area F 1.00 acres
Buildings
9026.00 square feet
1
user input rec
Street
17810.00 square feet
0.98
formula
SW
1748.00 square feet
0.95
Future
square feet
Offsite
1036.00 square feet
0.98
Other
square feet
BUA at diff. DSO
_ _ _ _ _
- _. �� square feet
TOTAL
29620.00 square feet
SURFACE AREA CALCULATION (with added DA and BUA at different design storm)
Overall % Impervious
68.09%
SA/DA Ratio
5.81
Average Design Depth
feet
Rep. SA
2527 sf
TSS, 85 or 90:
85 %
Prov. SA
1 2560 Isf
TEMPORARY POOL AND FOREBAY VOLUME CALCULATIONS
Drainage Area01
.BUA
Post development Rv=
Old BUA Design Storm
Old BUA Design Volume
1.5" New BUA Design Storm Volume
1 yr. 24 hour precipitation depth (inches)
Predevelopment Rv value
1 yr. 24 hr. Pre -development volume
1 yr. 24 hr. Post -development volume
43500.00
Isf
0.00 Isf
#DIV/01 unitless
inches
0
from NOAA chart
Use 0. 05 if no existing BUA
cubic feet
cubic feet
29620.00
0.663
3604
3.50
0.05
634
8410
2008 Design Volume 3604 cubic feet
Phase 2 Design Volume 3604 cubic feet
ORIFICE CALCULATION
Average Head
Flow 02, cfs
Flow Q5, cfs
No. of Orifices
Diameter, inches
Drawdown =
1 yr 24 hr intensity, in/hr
Runoff Coefficient
1 yr 24 hr peak Q
Orifice fiow<1yr24hr?
feet Q2 Area 0.93
cfs Q5 Area 0.37
cfs Orifice Area 0.79
AV, . Flow Q=F 0,0 88
or weir H x W in x
days '# of end contractions, N =
NOAA chart @t discharge coefficient, C =
unitless Effective weir length, L =
cfs
sq. inches
sq. inches
sq. inches
cfs
in
3.33
0.00
0.45
0,021
0.008
1
1.00
2.4
5.77
0.75
4.32
YES -OK

August 20, 2013 1E.DXPRESS
SEP 1 1 2013
NCDENR NC DENR
Washington Regional Office Iltl�/ iV
943 Washington Square Mall
Washington, NC 27889
To Whom It May Concern:
Glandon Forest Equity, LL 's authorized to submit a land disturbance permit review and a storm
management system review fora proposed Dollar General Development on the property owned
George W. Ensley Jr. The specific property is found at 2302 US Hwy 70 in Craven County and has
Parcel ID# 7-018-049 as described in the Craven County records.
Yours Truly,
C-60 e . Ensley, $IZZ/13
I,�106Aa Notary Public for the State of
CCo//u//nty of �/ �(/B/j11 , do hereby certify that
40 / %7 l personally appeared before me this 22 day of
a,U .203 . and acknowledge the due execution of this authorization to sub
land disturbanFppemnip� ,plication. Witness my hand and official seal,
5 totV �o�o
oVe �sslon EXP11e
My C0
p211512o17 e
SEAL
My commission expires J --1 Z017

1- Piled
Annual Report
1
EXPRESS
5G71412
LIMITED LIABILITY COMPANY
ANNUALREPORT Do not data
-l. P SEP 1 1 2013
enter manually.
NC ®ENR
NAME 017 LIMITED LIABILITY COMPANY: Vanguard Ventures, LLC
REPORT FOR THE YEAR: 2013 STATE 017 INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0684556
NATURE 01' BUSINESS: real estate invesunent
REGISTEREDAGENT: Barnes,GeorgeTdr.
REGISTERED OFFICE MAILING ADDRESS: 3900 Merton Dr Suite 210
Raleigh, NC 27609
RIsGISTI310E1)OITICE STREI 1' ADDRESS: 3900 Merlon Drive Suite 210
Raleigh, NC 27609 Wake County
PRINCIPAL OFFICE"TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: 3900 Alerton Dr Suite 2/0
Raleigh, NC 27609
PRINCIPAL OFFICE STREET ADDRESS: 3900 Merton Dr Suite 210
Raleigh, NC 27609
MANAGERS/MEMBERS/ORGAN V ERS:
Name: Canaan Capital LLC
Title: Manriger
Address:
3900 Merton Drive - Suite 210
Raleigh, NC 27609
Name: Venters Investments LLC
Tide: Manager
Address:
3900 Merton Drive -Suite 210
Raleigh, NC 27609
CERTIFICATION 01; ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Canaan Capital LLC, by Shcrri Hepps - 011ice Manager
FORM MUST BE, SIGNED 13Y A MANAGERNEMBER
Canaan Capital LLC, by Sherri 1-lepps - Office Manager
4/9/2013
DATE
Manager
TYPE OIL PRINT NAME TYPE OR PRIN"1' TITLE
ANNl1AL REPORT 1'EE: E-Paid MAII_'I'O: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC. 27626-0525

Dumpor, Samir
From: Matt Lowder - TSD <[e-mail]>
Sent: Friday, August 30, 2013 11:08 AM
To: Hardison, Lyn; Peed, Richard; Dumpor, Samir
Cc: 'George T. Barnes Jr.'; 'James Peden III'
Subject: Express Review - Dollar General - Craven County
Attachments: vanguard DENR 8 30 13.pdf
Attached is the revised property owner authorization letter for the proposed Dollar General site in
our express review meeting yesterday.
The owner is sending out the original to me which I will get next week — I will forward the original to you
additional plan set as soon as I receive it.
Thanks for your help,
Matt Lowder, PE
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone] (o)
[phone] (c)
mlowderCaltrianalesitedesion.com
www.trianglesitedesign.com
County per
with the
1

August2% 2013
NCbENR
Washington Regional Office' _
943 Washington Square Mall .'
Washington, NC 27889
To Whom It May Concern:
Vanguard Ventures, LLC is authorized to submit a land disturbance permit review and a stormwater
management system review for a proposed Dollar General, Development; onthepropertyowned by .
George W. Ensley Jr. The specific,property is found at 2302 US Hwy 70 in Craven County.and has a
Parcel IN 7-018-049 as described in the Craven County records.
Yours Truly,',
j
a Notary:Pubiic for the'State.of.
Qrmr&vll acolujn4of-Ccf'aIt6m do hereby cerufythaV
(JrAr-61v, W•.EM)-CQ df. personally appeared before me this."3Qday.of
13 and acknowledge the due ezecutlonof this authorization to submit a
fanddisturbance permit application. Witness my hand and officlai seal,
(J v . .
�!/Szef)l\,t :. '.
" { \
///ilf II I11'; 1l\\
SEAL
t
My jommission expires

�FI�� North Carolina Department of Environment and Reviev
Natural Resources submi
NCDENR Request for Express Permit Review Time
Confn
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Environmental Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the
application package of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698; alison.davidson ciincdenr.gov
• Fayetteville or Raleigh Region -David Lee 919.791.4203; david.leea(,,ncdenr.gov
• Mooresville & Winston Salem Region - Patrick Grogan 704.235.2107, patrick.grogannencdenr.gov
• Washington Region -Lyn Hardison 252-9483842, Ivn.hardison pnncdenr.gov
• Wilmington Region -Janet Russell910-796.7307, janet.russell(ti ncdenr.gov
• Wilmington Region -Cameron Weaver 910-796-7421, cameron.weaver(a)ncdenr.gov
NOTE: Project application received after 12 noon will be stamped in the following work day.
SW_
SW
SW _
SW _
SW
Project Name: DOLLAR GENERALJAMES CITY County: CRAVEN
Applicant: VANGUARD VENTERS, LLC Company: SAME
Address: 3900 MERTON DRIVE, SUITE 210 City: RALEIGH, State: NC Zip: 27609
Phone: [phone], Fax: [phone], Email: bg [e-mail] EXPRESS
Physical Localion:2302 E. US HWY 70
Project Drains into SCOTT CREEK waters - Water classification SC, SW NSW (for classification see- 5 EP I I Z013
http://h2o.enr.state.nc.us/bims/rep rts/reportsWB.html)
Project Located in NEUSE River Basin. Is project draining to class ORW waters? N, within''/: mile and draining to clawD ithln 1 mile and
draining to class HOW waters? N
Engineer/Consultant: MATT LOWDER Company: TRIANGLE SITE DESIGN
Address: 4006 BARRETT DRIVE, SUITE 203 City: RALEIGH, State: NC Zip: 27609
Phone: [phone], Fax: _ _ Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scolding Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ InlermittenuPerennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization El Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #))
® High Density -Detention Pond 1 # Treatment Systems ❑ HighDensity-Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit n)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 1_4 acres to be disturbed.(CK #S2S� (for DENR use)) 13 D
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ❑ No Buffer Impacts: ❑ No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No Isolated wetland on Property ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No 404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit
Received from US ACOE ❑ Yes ❑ No
Ibr DLNR use only
Fee Split for multiple permits: (Check& �ti i I r��,rc n .,, ....•
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
S
Variance (❑ Maj; ❑ Min)
$
SW (Z HD, ❑ LID, ❑ Gen)
$ 3 SD C>
401:
$
LDS
$ 5OD
Stream Deter,_
$
NCDENR EXPRESS June 2011

ocol
NORTH STATE BANK
GLANDON FOREST EQUITY, LLC
RALEIGH, NC 27609
3900 MERTON DR. SUITE 210
66-1235/531
RALEIGH, NC 27609
8/21/2013.
PAY TO THE
f
ORDER OF
NCDENR
$ '«4,000.00
Four Thousand
and 00/100««,««„««««,«,«,.,,,.«,,,,,.,«,,,,,«,«..«..
DOLLARS
NCDENR
pa rE
4Vy n
YT !
MEMO
-'
AUTHORIZED SIGNATURE'c� fie`
W
'vVu �Jv •v JJvv LJJu• VJ LVVJ �1 �
GLANDON FOREST EQUITY, LLC
NCDENR
Express Review
EXPRESS
SEP 1 12013
NC ®ENR
8/21/2013
8251
4,000.00
North State Express Review. 4,000.00
4

TRIANGLE
i S I T li D E S I G N
Transmittal
Date: August 28, 2013
Project Name: Do]lalGeneral— Craven
To: NCDENR
Division of Water Quality
EXPRESS
S r P i 12013 We are sending these by
NC ®Epp® ❑ U.S. Mail
l�G ! ❑ Other
Job Number:
® UPS
4006 Barrett Drive. Suite 203
Raleigh, North Carolina, 27609
'I'I?L [phone]
❑ Hand Delivery
We are sending you
❑ Attached ❑ Under separate cover via the jollmring items:
❑ Shop drawings ® Prims/Plans ❑ Samples ❑ Specifications ❑ Change Orders
❑ Other
Conies Date No De.crrintinn
2
Stormwater Permit Application (I original & I copy)
I
Wet -Detention Supplement & Level Spreader Supplement
O eration and Maintenance Agreements
I
Permit review fee (Express review = $4000.00)
I
Calculations (Including project narrative, S1I WT & USGS map)
I
Construction Drawings
I
Property Deed
I
LLC Documentation & Property Owner authorization
These are transmitted as checked below
El Pot your use ❑ Approved as submitted ❑ Resubmit ❑ Copies for approval
❑ As requested ❑ Approved as noted ❑ Submit ❑ Copies for distribution
N For review and comment ❑ Returned for corrections ❑ Return ❑ Corrected prints
Remarks:
Copy to: Signed:
Matt Lowder, PE

SEP 1 1 2013
Storm Water & Erosion Control
Design Calculations
August 28, 2013
Dollar General Development
2302 E. US Hwy 70
James City, NC
Craven County
Prepared for:
Glandon Forest Equity, LLC
3900 Merton Drive, Suite 210
Raleigh, NC 27609
[phone]
Prepared by:
Triangle Site Design, PLLC
4006 Barrett Drive, Suite 203
Raleigh, NC 27609
[phone]
NC License#P-0619
TRIANGLE
SITE DI?SIGN
%V%�cH cal fil''��,
' ?QOFESS/p 9
SEAL
24434 z -
lfllfl f.Iufflll�

TABLE OF CONTENTS
OVERVIEW
STORMWATER NARRATIVE
FIGURES
SOILS SURVEY & SOIL INFORMATION
SHWT DETERMINATION
USGS TOPOGRAPHIC MAP
FEMA FIRM MAP
DRAINAGE AREA MAPS
WATER QUANTITY/QUALITY
NCDENR WET DETENTION SUPPLEMENT
NCDENR LEVEL SPREADER/VEGETATIVE FILTER SUPPLEMENT
WET DETENTION POND
POND SUMMARY
CURVE NUMBERS
POND OUTLET/STRUCTURE SUMMARY
TIME VS. VOLUME (STORAGE)
TIME VS. ELEVATION (STAGE)
PRE -DEVELOPMENT HYDROGRAPHS
POST -DEVELOPMENT HYDROGRAPHS
ELEVATION -VOLUME -FLOW SUMMARY
EROSION CONTROL CALCULATIONS
RIP -RAP APRONS
SKIMMER BASIN
TEMPORARY GRASS CHANNEL

OVERVIEW
Background
This report contains the storm water and erosion control calculations for the proposed Dollar
General retail site. The project site is located at 2302 E. US Highway 70 service road near
the intersection with Grantham Road. The project consists of 1.29 acres and will be
developed as a Dollar General retail store with the associated parking & loading areas.
Approximately 1.39 acres will be disturbed as part of this project for the construction of the
site improvements. The existing building and parking area on the site will be demolished as
part of the proposed site improvements. The entire property is located outside of special
flood hazard zones per the FEMA flood insurance program. The proposed storm water
management facility (wet detention pond) outlined in this report has been designed to treat
1.0 acres of the site with a maximum impervious area of 68.1% for the drainage area to the
wet pond. The overall impervious area for the site is 51.0% when on -site areas not draining
towards the proposed wet detention pond are accounted for. The site storm water
management pond is designed to treat a 1.5" design storm and 85% TSS.
There are no wetlands or streams on the proposed property
Erosion Control
Erosion control measures have been designed in accordance with the NCDENR erosion
control standards and regulations to minimize sediment laden runoff from exiting the site.
Silt fence will be installed along the low sides of the site prior to construction. The
construction entrance will be installed prior to construction commencing. Inlet protection
will be installed around all existing inlets and will be utilized for the proposed curb inlets and
drop inlets. A skimmer basin will be used to treat stormwater runoff prior to leaving the site.
Accumulated sediment within the project site will need to be removed and the pond
constructed to final design conditions prior to final acceptance of the project.
Soils
The Craven County Soils Survey indicates that Leaf & Rains silty/sandy loam soils are
present on the site.
Site Stabilization
After final grading is completed, permanent vegetation shall be applied in accordance with
the seeding requirements and landscape plan for this site.

Stormwater Analysis
Storm water runoff from the developed areas of the site will be treated within a wet
detention pond. The pond has been designed to treat a drainage area of 1.0 acres. The site
grading and storm drainage pipe systems are used to divert storm water runoff from the site
to the wet detention pond. The storm water management pond is designed for an
impervious area of 68.1% for the area draining to the pond. The pond is designed for 85%
TSS treatment, therefore a level spreader and vegetated filter is required at the outlet of the
pond.
Water Quantity
Post -development peak flows from the site will not exceed pre -development flows for the 1-
year, 10-year, or the 50-year storms. The site is designed for the 1.5" storm and 85% TSS.
The wet detention pond will utilize a concrete riser structure with a low flow orifice,
intermediate weir, and an emergency spillway to reduce peak flows. Please reference the
Water Quantity section of this report for details regarding drainage areas and stormwater
routing.
Water Quality
For water quality purposes the site is designed so that storm water runoff is treated in a wet
detention BMP pond. The proposed wet detention pond will provide 85% removal of Total
Suspended Solids (TSS) as well as nutrient removal benefits. A level spreader and
vegetative filter will be constructed at the outlet of the pond to provide secondary water
quality benefits.
Methods
The stormwater conveyance system was analyzed using "Hydraflow Storm Sewers" and
"Hydraflow Hydrographs" computer software program.

Stormwater Narrative
Dollar General
2302 E. US Highway 70 (service road)
James City
Craven County, NC
Tax Parcel ID: 7-018-049
Site Information:
Total Site Area = 1.29ac
Disturbed Area = 1.5ac
Wetland: No existing wetlands or streams on site.
Developer = Vanguard Ventures, LLC
George Barnes
3900 Merton Drive, Suite 210
Raleigh, NC 27609
919-459-2602
Owner = Current Property Owner
George W. Ensley, Jr
PO Box 3229
New Bern, NC 28564
Engineer = Triangle Site Design, PLLC
Matt Lowder, PE
4006 Barrett Drive, Suite 203
Raleigh, NC 27609
919-553-6570
PrODerty Owner at Time of Construction
Vanguard Ventures, LLC
George Barnes
3900 Merton Drive, Suite 210
Raleigh, NC 27609
919-459-2602
Development Plan: The proposed development will consists of a Dollar General retail store.
A stormwater wet pond will be constructed to treat stormwater runoff
from the developed area of the Dollar General site for water quality &
water quantity control.
The existing site condition for the site is an abandoned building,
driveway and parking lot. The existing impervious areas will be
demolished as part of the site redevelopment. There are no existing
wetlands on the property.
Phasing: All of the site construction will be developed in one phase of
construction.
Utility Systems: Domestic water supply will be provided via a service line from the Craven
County water system. Sanitary sewer will be provided via an on -site
septic system.
Historic/Public Money: The property does not contain any historic sites and is not being funded
with public monies.
NCDENR: There are no known non-compliance issues with DENR Agencies.

Stormwater Information:
River Basin:
Stream Classification
Stream:
Stormwater Design:
Density Option:
Development Type:
Neuse
SC;Sw;NSW
Drains to Scotts Creek(Index#27-102)
State Stormwater (Coastal County)
High Density
Commercial
Impervious Area:
Total Site Area:
Impervious Area:
Open Area:
Existing Impervious Area:
Increase in Impervious Area
56,078sf
28,584sf (51.0% of site) (on -site)
27,494sf (49.0% of site)
11,020sf(on-site)
17,564sf(on-site)
Proposed Treatment Measures: BMP Wet Pond (Designed for 85% TSS) with level spreader and
vegetative filter strip.
Will all built -upon areas be collected: The proposed buildings and parking lots will drain to the
BMP wet pond. The driveway connection to the US
Highway 70 service road will not drain to the wet pond
(which is the existing condition) (impervious area is
accounted for in pond calculations). Open areas not
impacted by site development will maintain existing
drainage patterns.
Buffer Requirements: Municipality required landscape buffers required at property perimeter.
On-site/off-site runoff: There is no off -site drainage coming onto the proposed site.
Road Construction Requirements: The NCDOT is not requiring turn lanes in association
with this project. The propose site will gain access via a
modification to the existing driveway onto the US
Highway 70 service road
Soils Evaluation:
Infiltration Rate: 0.3" per hour
SHWT: 12" Below Surface (existing surface elevation = 24.0t; therefore
SHWT = 23.Ot)
PPE: 22.5
Site Evaluation Date: 2/4/13

Hydrologic Soil Group —Craven County, North Carolina
MAP LEGEND
Area of Interest (ADI)
El
C
The soil surveys that comprise your AOI were mapped at 1:24,000.
` J
Area of Interest (AOp
C/D
Warning: Soil Map may not be valid at this scale.
Soils
Soil Rating Polygons
El
D
Enlargement of maps beyond the scale of mapping can cause
®
A
p
Not rated or not available
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
Q
A/D
Water Features
soils that could have been shown at a more detailed scale.
;1_1
Streams and Canals
e
Transportation
Please rely on the bar scale on each map sheet for map
r�1
B/D
+-1-1
Rails
measurements.
ED
C
^y
Interstate Highways
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websolisuNey.nres.usda.gov
C/D
rV
US Routes
Coordinate System: Web Mercator (EPSG:3857)
pg
0
V:Z:$
Major Roads
Maps from the Web Soil Survey are based on the Web Mercator
0
Not rated or not available
Local Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Soil Rating
Lines
Background
Albers equal-area conic projection, should be used if more accurate
N
A
EM
Aerial Photography
calculations of distance or area are required.
~
ND
This product is generated from the USDA-NRCS certified data as of
ti
B
the version dates) listed below.
B/D
Soil Survey Area: Craven County, North Carolina
Survey Area Data: Version 12, Jul 3, 2012
ryI
C
Soil map units are labeled (as space allows) for map scales 1:50,000
...
C/D
or larger.
D
Date(s) aerial images were photographed: May 9, 2010—Apr 17,
...
Not rated or not available
2011
Soil Rating
Points
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
El
A
imagery displayed on these maps. As a result, some minor shifting
El
A/D
of map unit boundaries may be evident.
El
B
0
B/D
USDA Natural Resources Web Soil Survey 8/12/2013
2F2-2 Conservation Service National Cooperative Soil Survey Page 2 of 4

Hydrologic Soil Group --Craven County, North Carolina
Hydrologic Soil Group
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method.Dominant Condition
Component Percent Cutoff.' None Specified
USDA Natural Resources Web Soil Survey 8/12/2013
Conservation Service National Cooperative Soil Survey Page 3 of 4

�.
��lLurtcro nor/ C'�i-ir�lr/liar
PO Box 1387
Richlands. NC 28574
Phone; 916-330-2784
I)iltmansoil@j,ohoo.com
....................................................... I.................
February4, 2013
Mr. George Barnes
Vanguard Property Group
3900 Merton Drive
Suite 210
Raleigh, NC 27609
Dear Mr. Venters: "
The,following is summary of the soil. profiles,taken at the proposed Dollar Genera6site located
on the Access RoadoffHAT 70 in the James City area of NC. The purpose of the evaluation
was t 'determine the estimatedSeasonalI-ligh Water Table (SH WT) and to determine the
infiltration rate of:t$e'Soil. .A hand auger -was used.toobtain the soil profiles and to determine the.
SllWT. Field,lechniques outlined in the North Carolina Laws and Rulesfar.Sewage Treatment
and Disposal Sysiems wcrc Used to determine soil texture, structure, consistency and soil wetness
condition.
Findings Dollar.General Site
BORING 1 -SHWT 12'
DEPTH,
TEXTURE
STRUCTURE
MINERALOGY
MATRIX
MOTTLES. MOTTLES
KSAT'HR.
0-6"
SL
GR
NS: NE
2.5Y 3/1
,6"
6-18"
SL
GR
SS.SE
2.SY 62
18-28"
SCL
ABK
SS. SE
2.5Y 612
10YR 5/8 2.5Y 6/1
A-.3"
2&60"
CL
ARK
SS. SE
2.5Y 611:
10YR 5/8
.05-.1"
BORING 2 SHWT 12'
DEPTH TEXTURE STRUCTURE MINERALOGY MATRIX MOTTLES MOTTLES KSAT-HR.
O.2" SL GR NSr NE 2'.5Y 311 ,3-.5'
2.12' SL GR SS.SF 25Y 413 .3-.5'
12-18" 'CL ARK SS.SE '2.5Y612 A-2"
18-30" SCL ABK SS. SE 25Y.611' 10YR 518 .3-.5
306T CL ABK SS. SE 2.5Y fill 10YR 5/8 05--1

SHWT was determined by the indication of colors of chroma 2 or less utilizing a Munsell Soil
color Chartat>2% of soil volume in mottles or matrix of a horizon orhorizon subdivision.
If you have my questions, please feel free to contact me at [phone]. Thank you.
Respectfully,
Aim, ISS

Hess Gas/C-
store
VANGUARD PROPERTY GROUP I LEGEND
PROPOSED DOLLAR AUGER BORED
GENERAL PITTMAN SOIL CONSULTING
SOIL EVALUATION
LOCATIONACCE
ACCESS ROAD .�
I I ur suEs�O�si��'IlO,
OArE t-+-n 1 SCALE -so
THIS SOIL SKETCH WAS PREPARED USING FIELD DATA
AND AERIAL MAPS. THIS IS A PRELIMINARY SOIL
SKETCH. AND ALL LOCATIONS SHOULD BE CONSIDERED
APPROXIMATF. ADDITIONAL SOIL AREAS MAY BE
LOCATED WITHIN PROJECT. THIS IMAGE WAS TAKEN
FROM A NEWCOMB LAND SURVEYORS MAP. 11 IS NOT
SURVEY QUALITY AND SHOULD NOT BE USED AS SUCH.

SCALE 1" = 500' (1 : 6,000)
0 500 1000
FEET
PANEL 5498J
FIRM
FLOOD INSURANCE RATE MAP
NORTH CAROLINA
PANEL 5498
(SEE LOCATOR ouGRAM OR M/ INOCK nOR rINM.
P0. EL IAVOOp
CC%TNINS:
COMMUVry AMBER PAritt SUFM
N fiEavO.00 Of l]R1.]f Y]i
an qa ws Eserunity x
b uaq m nrwn[s aqub�s ra.,< suo,
EFFECTIVE DATE
MAP NUMBER
JULY 2, 2004
3720549800J
State of North
Carolina
Federal Emergency \lanageme= Agency ;
Tis is an oMone copy of a portion of the ax]ro refemace ecca map C
was extracted using F-MIT On Line Tis map does nc, relent arranges
emlmam, which may ha,e been mace supsecuen: tp toe data or Zle
Ltle dock. �Or the Iates: pron.aI inform loan axu: Nat, onal Flood L-.5ura,e
Program loud maps cneck the FEM? Flood Mao Store at m ms- Tama go,

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Permit No.
(to be provided by DWO)
F 0, y\NAA TEgp
NCCDENDENR o
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with ell of the required information.
Project name
Contact person
Phone number
Date
Drainage area number
*DESIGNIINFORMATION
Site Characteristics
Drainage area a43`;500;ft'
Impervious area, post -development 's „."'29,620; ftz
% impervious 68.09
Design rainfall depth r;. PigF, _tE°1'.5`in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the Prelpost control of the 1yr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
3,609ift OK
r4 e
, 3,8781 ft OK, volume provided is equal to or in excess of volume required.
.Yy
(Y or N)
.3.5'in
+x!
045!(unitless)
✓`''
(unitless)
tY" „ ';':5'.77:in/hr
OK
2.71 ft3/sec
4.41 ft�lsec
1.70 ft3lsec
�`w'4;23:90 fmsl
22.50ifmsl
23.00lfmsl
23.00, fmsl
--;22.00.fmsl
Fr-�-117.00
fmsl
p ,°.'16.00
first
1.00 a
N
(Y o(N)
fmsl
Form SW401-Wet Detention Basin-Rev.6-9117109 Parts I. B II. Design Summary, Page 1 of 2

Permit No.
(Io be pmvded by DWO)
[ILIDESIGNINEORMATION ,.. v' - - • fi �"' - - #iyf,;xl `a",ae n''!in�,`11i v v ` °r?.'te" % a .;t'T 'Gr'd�. 3'A;(+''.wl u+ .t 'd81'. :
Surface Areas
Area, temporary pool
4,460 It'
Area REQUIRED, permanent pool
2,523 it'
SAIDA ratio
5.80 (unitess)
Area PROVIDED, permanent pool, A..
2,560 It`
OK
Area, bottom of 10ft vegetated shelf, Ai
1.605 W
Area, sediment cleanout, top elevation (bottom of pond), A,,
185 ft`
Volumes
Volume, temporary pool
3,878 ft3
OK
Volume, permanent pool, V.-P.
-' 5:141 ft3
Volume, forebay (sum of forebays if more than one forebay)
,;1.089 ft3
Forebay %of permanent pool volume
21.2% %
OK
SA/DA Table Data
Design TSS removal
Coastal SAIDA Table Used?
" r Y;^". (Y or N)
MountairdPiedmont SAIDA Table Used?
N '�". (Y or N)
SAIDA ratio
5.80 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
(Y or N)
Volume, permanent pool, V...
5,141 ft'
Area provided, permanent pool, A� _p,
2,560 ft`
Average depth calculated
? ft
Need 3 If min.
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
t. ...... If
ft
Calculation option 2 used? (See Figure 10.2b)
, ,",.Y� _;; - (Y or N)
Area provided, permanent pool, A._,,
2,560 ft'
Area, bottom of 1 Oft vegetated shelf, Abmg„1
1,605 ft'
Area, sediment cleanout, top elevation (bottom of pond), A,,.,
185 ft'
"Depth" (distance bhv bottom of 1 Oft shelf and lop of sediment)
5.00 ft
Average depth calculated
, 'ity319'ft
OK
Average depth used in SAIDA, d.., (Round to nearest 0.511)
p-,, ,,,_..., 1-9.0 It
OK
Drawdown Calculations
Drawdown through orifice?
+ ' Y- r' (Y or N)
Diameter of office (it circular)
t 21.ffm
Area of orifice (if -non -circular)
in
Coefficient of discharge (CO)
i ,i °I'A.60: (unitless)
Driving head (Ho)
r "."�0:36 ft
Drawdown through weir?
-- 'iiW (Y or N)
Weir type
r* - - _(unitess)
Coefficient of discharge(C.)
.(unitless)
Length of weir (L) -
r ft
Driving head (H)
r If
Pre -development 1-yr, 24-hr peak flow
e xr r E„'2i71 If
Post -development 1-yr, 24-hr peak flow
'.'; :'4f4T. ft3/sec
Storage volume discharge rate (through discharge onfce or weir)
Is;,;: ,:,:,„�, 1 �;0.Uft3lsec
Storage volume drawdown time
-,; 1..... ., 2.05 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
"`�-<. �':,".10:0ft
OK
Length of flowpath to width ratio
-
; 3 :1
OK
Length to width ratio
>
3.0 :1
OK
Trash rack for overflow & orifice?
-Y '
(Y or N)
OK
Freeboard provided
"I
"1:O If
OK
Vegetated filter provided?
'Y."
(Y or N)
OK
Recorded drainage easement provided?
."'l Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
W ; •.Y
(Y or N)
OK
Drain mechanism for maintenance or emergencies is:
PUMP.,,:
Form SW401-Wet Detention Basin-Rev.8-9/17/09 Parts I. & II. Design Summary, Page 2 of

STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
LEVEL SPREADER - VEGETATED FILTER STRIP (LS-VFS) SUPPLEMENT
This form must be completely filled out, printed, initialed, and submitted.
Project name
Contact name
Phone number
Date
Drainage area number
The purpose of the LS-VFS .
Stomrvmater enters LS-VFS from
Type of VFS
Explanation of any 'Other' responses above
If Stormwater Enters the LS-VFS from the Drainage Area
Drainage area
Impervious surface area
Percent impervious
Rational C coefficient
Peak Flow from the 1 inmr storm
Time of concentration
Rainfall intensity, 10-yr storm
Peak flow from the 10-yr storm
Design storm
Maximum amount of now directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any "Other" responses above
If Stormwater Enters the LS-VFS from a BMP
Type of BMP
Peak discharge from the BMP during the design storm
Peak discharge from the BMP during the 10-year storm
Maximum capacity of a 100-foot long LS-VFS
Peak Flow directed to the LS-VFS
Is a flow bypass system going to be used?
Explanation of any 'Other" responses above
aa�
�!0-yeardi6wd6vvnfr inWetPond
`etl filtecsVip,(giaded 6 sodded rslope < 8%)r}_.; ', _�
;�43 500r,
: ft'
Do not complete this section of the form.
r, , 29,620
It
Do not complete this section of the form.
68.09
%
Do not complete this section of the form.
Do not complete this section of the form.
cfs
Do not complete this section of the form.
4.
• min
Do not complete this section of the form.
C i•il• inmr
Do not complete this section of the form.
cfs
Do not complete this section of the form.
• - cfs Do not complete this section of the form.
(Y or N) Do not complete this section of the form.
10 cfs
Form SW401 - LS-VFS - 29Nov2010 - Rev.8 page 1 of 3

LS-VFS Design
Forebay surface area
Depth of forebay at stonnwater entry point
Depth of forebay at stormwater exit point
Feet of level lip needed per cfs
Computed minimum length of the level lip needed
Length of level lip provided
Width of VFS
Elevation at downslope base of level lip
Elevation at the end of the VFS that is farthest from the LS
Slope (from level lip to the end of the VFS)
Are any draws present in the VFS?
Is there a collector swale at the end of the VFS?
Bypass System Design (if applicable)
Is a bypass system provided?
Is there an engineered flow splitting device?
Dimensions of the channel (see diagram below):
M
B
W
y (Flow depth for 10-year stone)
freeboard (during the 10-year storm)
Peak velocity in the channel during the 10-yr done
Channel lining material
Does the bypass discharge through a wetland?
Does the channel enter the stream at an angle?
Explanation of any 'Other' responses above
1
...... N/A: sq fl
�
No forebay is required,
-' 36: ` = in
Depth Is appropriate.
12�'_ in
Depth is appropriate.
10 f /cfs
14 it
it
-'30 : �`. ft
22:30j, •, "1' fmsl
fmsln e
1.00 %
W
`;((Y or N)
Form SW401 - LS-VFS - 29Nov2010 - Rev.a page 2 of 3

Pond Summary - BMP Pond
Pre -Developed
Post -Developed
Post -Developed
routed through
pond
Drainage Area (acres):
1
1
Curve Number:
83
93.5
Runoff Coefficient
0.45
0.81
Time of Concentration (minutes):
10
5
Q 1-year (cfs): (SCS Method)
2.708
4.407
0.036
Q 1.5" storm event (cfs):
0.774
0.023
Q 10-year (cfs):
6.579
6..747
1.403
Q 50-year (cfs):
10.28
12.8
7.537
Outlet Controls:
Permanent Pool Elevation:
22.5
Existing Grade Elevation:
24
SHWTElevation:
23
(SHW7-atl2"below
existing grade based on
Min. Required Surface Area (sf):
2,526
(Based on 85% TSSRemoval)
Surface Area provided (sf):
2,560
Design Storm (Coastal County):
1.5"
design storm storage volume required (cf):
3 609
Volume difference between pre- and post- evelopment:
4,956
design storm storage volume provided (cf):
5,173
Drawdown time for design storm (days):
2.05
Drawdown time for volume provided (days):
2.52
1-year storm control:
1"Orifice@22.5
15" outlet pipe
Q 1-year routed through pond (cfs):
0.036
< Q 1-year pre -developed
1-year storm elevation:
24.46
Riser structure outfall:
15"[701.0%
Emergency Spillway Elevation:
25.15
Concrete Spillway
Emergency Spillway Width:
4
Incremental Weir Elevation:
24.6
Incremental Weir Width(in)
12
Incremental Weir Height(ft)
1.1
Q 10-year routed through pond (cfs):
1.403
< Q 10-year pre -developed
10-year storm elevation:
25.15
Q 50-year routed through pond (cfs):
7.537
< Q 50-year pre -developed
50-year storm elevation:
25.68
Top of dam elevation:
25.7
Level Spreader
Design Storm:
1.5"
Use Q-10 Year routed flow through pond (cfs):
1.403
Level spreader length (107cfs)(If) min:
14.03
Level spreader length - design:
14
Vegetative Filter Strip:
Vegetative Filter Strip Length (If):
30
Vegetative Filter Strip Width (If):
14
Vegetative Filter Strip Area (sf):
420
Vegetative Filter Infiltration Rate (in/hr):
2.00
Rate for Calculations (in/hr):
2
Infiltration Rate (ft/sec):
0.000046 (convert in/hr to fUsec)
Effective Infiltration Volume (cfs):
0.019444 (VFS area (so x Infiltration Rate(ft/sec))
10-Year Storm flow through pond (cfs):
1.40

Proposed Wet Pond #1
Project Information
Project Name:
Dollar General
Project #:
Designed by:
MEL Date:
Revised by:
Date: .
Checked by:
Date:
iite Information
Sub Area Location: Drainage To Proposed Wet Pond
Drainage Area (DA) = 1 Acres
Impervious Area (IA) = 0.68 Acres
Percent Impervious (1) = 68.10 %
Required Surface Area
Permament Pool Depth: 3 it (Coastal County)
SA/DA = 5.8 (85% TSS Removal via Wet Pond)
Min Req'd Surface Area = 2,526 sf (at Permanent Pool)
Required WCv Storage Volume
Design Storm = 1.5 inch (Coastal county)
Determine Rv Value = 0.05 + A09 (1) = 0.663 in/in
Storage Volume Required = 3,609 cf (above Permanent Pool)
Pre- and post- development from 1-
NOAA1-year, 24-hour event= 3.52 inches
Pre -Development Drainage Area = 1 Acres
Pre -Development Impervious Area = 0.25 Acres
Pre -Development Percent Impervious = 25.0 %
Pre -Development Rv = 0.05 + .009 (1) = 0.28 in/in
Post -Development Rv= 0.663
Volume (post-predevelopment) = 4,956 cf (above Permanent Pool)
Drainage Area =
1
Acres
Pre -Development Runoff Coefficient "C"=
0.45
Intensity "I" =
4.610
Pre -Development Peak Flow =
2.07
cfs
Post -Development Peak Flow (1-year, 24-hour storm):
Drainage Area =
1
Acres
Post -Development Runoff Coefficient "C"=
0.81
Intensity "I" =
5.770
Post -Development Peak Flow =
4.67
cfs
Top of Pond Elevation =
25.00 it
Temporary Pool Elevation =
23.90 it
Permanent Pool Elevation =
22.50 it
Seasonal High Water Table Elevation =
23.00 it
Shelf Begining Elevation =
22.00 it
Forebay Weir=
21.50 it
Shelf Ending Elevation =
23.00 it
Bottom Elevation =
17.00 it
ent Pool Area
Area @ Top of Permanent Pool = 2,560 sf
Volume of Temporary Storage = 5,173 cf
s Permenant Pool Surface Area Sufficient (yes/no)?
Volume of Storage for Design Storm = 5,173
Yes ( 2560 > 2526) sf
Yes ( 5173 > 4956) cf

Project: Pond #1 Date: 8/28/2013
Pond Contours -Volumes
Elevation
Pond
Forebay
Total -Areas
Incremental Vol.
Accumulated Vol.
Description
25.7
6,220
0
6,220
1,224
19,978
25.5
6,020
0
6,020
2,919
18,754
25
5,655
0
5,655
2,673
15,835
24.5
5,035
0
5,035
2,398
13,163
24
4,555
0
4,555
451
10,765
23.9
4,460
0
4,460
1,708
10,314
23.5
4,080
0
4,080
1,923
8,606
23
3,610
0
3,610
1,543
6,684
22.5
1,845
715
2,560
1,041
5,141
A2(Perm_Pool)
22
985
620
1,605
1,423
4,100
Al (Bottom_Shelo
21
790
450
1,240
1,080
2,678
20
610
310
920
778
1,598
19
445
190
635
820
820
18
295
95
390
425
425
17
160
25
185
0
0
A3(Bottom_Pond
16
35
0
35
0
0
Forebay Contours -Volumes
Elevation
FB1
FB2 FB3 Total -Areas
Incremental Vol.
Accumulated Vol.
0
0
1,089
0
0
1,089
0
0
1,089
0
0
1,089
0
0
1,089
0
0
1,089
22.5
715
715
256
1,089
22
620
620
405
833
21
450
450
273
428
20
310
310
155
155
19
190
190
0
0
18
95
95
0
0
17
25
25
0
0
Average Depth (Option 1)
2.0083 *At least 3' average depth
Forebay Volume
0.2118 *Above 20%
Average Depth Calculation (Option 2)
Al (Bottom_Shell):
1,605
A2 (Permanent_ Pool):
2,560
A3(Bottom_Pond):
185
Depth:
5.0
Average Depth =
3.19

Incremental Drawdown Time
Project Information
eject Name:
Project #:
esigned by:
lecked by:
STORMWATER POND
INCREMENTAL DRAWDOWN METHOD -Water Quality Volume
Date:
Date:
Water Quality Orifice
Incremental Determination of Water Quality Volume Drawdown Time
Zone 2
Orifice Diameter (D) =
Cd =
Ei =
Zone 1 Range =
Zone 2 Range =
Zone 3 Range =
Q, = 0.0437 Co' D2 (Z-D/24-Ei)^(+12)
Q2 = 0.372 Ce' D'(Z-Ei)^coat
Qr=0
1 in
0.6
22.5
Orifice Inv.
0.00
to
22.5
22.5
to
22.6
22.6
to
25
Incremental Drawdown Method
Counlour
Contour
Area
Incremental
Volume
Stage, Z
Zone
Q
Drawdown
Time
sq it
cu it
If
cfs
min
22.50
2,560
0
0.00
2.00
0.000
23.00
3610
1,543
0.50
3.00
0.018
1,448
23.50
4080
1,923
1.00
3.00
0.026
1,248
23.60
4175
413
1.10
3.00
0.027
255
Total
3,878
2.952
Drawdown Time = Incremental Volume / Q / 60sec/min
Summary
Total Volume= 3,878 cf
Total Time = 2,952 min
Total Time = 2.05 days
8/28/2013 Prop Wet Pond.xls 1 of 1

Incremental Drawdown Time
STORMWATER POND
INCREMENTAL DRAWDOWN METHOD - Pre vs. Post Volume
Project Information
Project Name:
Project #:
Designed by: Date:
Checked by: Dale:
Water Quality Orifice
Incremental Determination of Water Quality Volume Drawdown Time
Zone 2
Orifice Diameter (D) =
Cd =
Ei =
Zone 1 Range =
Zone 2 Range =
Zone 3 Range =
Q, = 0.0437 Ce' Dr (Z-D/24-Ei)^t1m
Qz = 0.372 Co' D'(Z-EV(3I )
I
1 in
0.6
22.5
Onfce Inv.
0.00
to 22.5
22.5
to 22.6
22.6
to 25
Incremental Drawdown Method
Countour
Contour
Area
Incremental
Volume
Stage, Z
Zone
Q
Drawdown
Time
s it
cu it
it
cis
min
22.50
2,560
0
0.00
2.00
0.000
23.00
3610
1,543
0.50
3.00
0,018
1,448
23.50
4080
1,923
1.00
3.00
0.026
1,248
23.90
4460
1,708
1A0
3.00
0,031
932
Total
5,173
3,628
Drawdown Time = Incremental Volume / Q / 60sec/min
Summary
Total Volume = 5,173 cf
Total Time = 3,628 min
Total Time = 2.52 days
8/2812013 Prop Wet Pond.xls 1 of 1

Proposed Wet Pond #1
Project Information
Project Name: Dollar General
Project #:
Designed by: MEL Date:
Revised by: Date:
Checked by: Date:
Site Information
Sub Area Location:
Drainage
to Proposed Pond
Drainage Area (DA) =
1.00
Acres
Impervious Area (IA) =
0.68
Acres
Percent Impervious (1) =
68.10
% (Drainage Area)
Orifice Sizing
Orifice Size = 1.00 in
Drawdown Time = 2.05 days
less than 5 days (yes/no) ? yes
greater than 2 day (yes/no) ? yes
Anti -Flotation Device
4' x 4' Outlet Structure
Area: 16.0 sf
Volume:
139.2
cf
Weight:
8686
Ibs
Factor of Safety
1.20
WT Req'd of Anti -Flotation Device:
10,423
Ibs
Volume of Concrete Req'd:
69.5
cf
(Diameter)
(Incremental Draw Down Method)
(Water Displaced - Top of Pond to Bottom of Pond)
(Unit WT of Concrete = 150 pcf)
Volume Provided: 70.2 cf (4'x4' riser x 1.5' = 24cf, 6'x6' footing x 1.2')

Dollar General
Triangle Site Design, PLLC
BMP Pond
Curve Number Calculation (CN)
Pre -Developed Conditions
1
soil Group Mao Symbol
Soil Description
Acres
Percent of DA
D La & Ra
Leaf & Rains silt/sandy
loam
1
100%
Land Use Description
Existing Soil Group
Acres
Curve #
Weighted CN
Wooded
D
0.49
77
37.7
Open Space
D
0.26
80
20.8
Impervious - Pavement
D
0.25
98
24.5
Cumulative Curve # _
Rational Runoff Coefficient "C"
1
Land Use Descriotion Acres
Runoff "C"
Weighted "C'
Roofs 0.07
0.98
0.07
Asphalt/Concrete Pavement 0.18
0.98
0.18
Open Space 0.26
0.3
0.08
Wooded 0.49
0.25
0.12
Cumulative "C" = 0.45

Dollar General
Triangle Site Design, PLLC
Curve Number Calculation
(CN)
Post -Developed Conditions
BMP Pond
Drainage Area /acres):
1
Existing Soil Groups
Soil Grouo May Symbol Soil Description
Acres
Percent of DA
D La & Ra Leaf & Rains silt/sandy
loam
1
100%
Proposed Land Uses.
Land Use Description Existing Soil Group
Acres
Curve #
Weighted CN
Pond Surface D
0.07
98
6.9
Open Space D
0.25
80
20.0
Impervious - Pavement D
0.68
98
66.6
Cumulative Curve # =
93.5
Rational Runoff Coefficient "C"
1
Land Use Descriotion
Roofs
Asphalt/Concrete Pavement
Open Space
Pond Surface
Acres
Runoff "C"
Weighted "C'
0.21
0.98
0.21
0.47
0.98
0.46
0.25
0.3
0.08
0.07
0.98
0.07
Cumulative
"C" =
0.81

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Pond Report a
Hydraflow Hydrographs Extension for AutoCAD® Civil 3DO 2009 by Autodesk, Inc. v6.066
Wednesday, Aug 28, 2013
Pond No. 1 - BMP Pond
Pond Data
Contours - User -defined contour areas. Conic method used for
volume calculation. Begining
Elevation = 22.50 ft
Stage / Storage Table
Stage (ft) Elevation (R)
Contour area (sgft)
Incr. Storage (cult)
Total storage (tuft)
0.00 22.50
2,560
0
0
0.50 23.00
3,610
1,535
1,535
1.00 23.50
4,080
1,921
3,456
1.40 23.90
4,460
1,707
5,163
1.50 24.00
4,555
451
5,614
2.00 24.50
5,035
2,396
8,010
2.50 25.00
5,655
2,671
10,681
3.00 25.50
6,020
2,918
13,599
3.20 25.70
6,220
1,224
14,823
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[PrfRsr]
[A]
[B]
[C]
[D]
Rise (in)
= 15.00
1.00
0.00
0.00
Crest Len (ft)
= 1.00
4.00
0.00
0.00
Span (in)
= 15.00
1.00
0.00
0.00
Crest El. (ft)
= 24.60
25.15
0.00
0.00
No. Barrels
= 1
1
0
0
Weir Coeff.
= 3.33
2.60
3.33
3.33
Invert El. (ft)
= 22.50
22.50
0.00
0.00
Weir Type
= Rect
Broad
---
---
Length (ft)
= 20.00
0.50
0.00
0.00
Multi -Stage
= No
Yes
No
No
Slope (%)
= 1.00
1.00
0.00
n/a
N-Value
= .013
.013
.013
n/a
Orifice Coeff.
= 0.60
0.60
0.60
0.60
Exfil.(in/hr)
= 0.000 (by Contour)
Multi -Stage
= n/a
Yes
No
No
TW Elev. (ft)
= 0.00
Stage (ft)
4.00
MIA
2.00
1.00
0.00
0.00 1.00
Total 0
Note'. CuNeNOrifice outflows are all under inlet (ic) and outlet loci control. Weir risers checked for orifice conditions (ic) and submergence (s).
2.00
10
Stage I Discharge
4.00
5.00
7.00
8.00
Elev III)
26.50
25.50
24.50
23.50
1 22.50
9.00
Discharge (cfs)

Hydrograph Report
1
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Hyd. No. 1
BMP Pre -Developed
Hydrograph type =
SCS Runoff
Storm frequency =
1 yrs
Time interval =
2 min
Drainage area =
1.000 ac
Basin Slope =
0.0 %
Tc method =
USER
Total precip. =
3.52 in
Storm duration =
24 hrs
Q (cfs)
3.00
r M
1.00
BMP Pre -Developed
Hyd. No. 1 -- 1 Year
120 240 360 480 600 720 840 960
Hyd No. 1
Wednesday, Aug 28, 2013
Peak discharge = 2.708 cfs
Time to peak =
720 min
Hyd. volume =
7,020 cuft
Curve number =
83
Hydraulic length =
0 ft
Time of conc. (Tc) =
10.00 min
Distribution =
Type II
Shape factor =
484
Q (Cfs)
3.00
2.00
1.00
. 0.00
1080 1200 1320 1440 1560
Time (min)

Hydrograph
Report
2
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Hyd. No. 2
BMP Post -Developed
Hydrograph type = SCS Runoff
Storm frequency = 1 yrs
Time interval = 2 min
Drainage area = 1.000 ac
Basin Slope = 0.0 %
Tc method = USER
Total precip. = 3.52 in
Storm duration = 24 hrs
Wednesday, Aug 28, 2013
Peak discharge = 4.407 cfs
Time to peak = 716 min
Hyd. volume = 9,544 cuft
Curve number = 93.5
Hydraulic length = 0 ft
Time of conc. (Tc) = 5.00 min
Distribution = Type II
Shape factor = 484
Q (cfs)
5.00
BMP Post -Developed
Hyd. No. 2 -- 1 Year
Q (cfs)
5.00
4.00
4.00
3.00
3.00
2.00
2.00
1.00
1.00
0.00
0 120
— Hyd No. 2
240 360 480 600 720
840 960
0.00
1080 1200
Time (min)

Hydrograph Report
3
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Hyd. No. 3
Post Through Pond
Hydrograph type = Reservoir
Storm frequency = 1 yrs
Time interval = 2 min
Inflow hyd. No. = 2 - BMP Post -Developed
Reservoir name = BMP Pond
Storage Indication method used.
Q (cfs)
5.00
4.00
3.00
2.00
1.00
Post Through Pond
Hyd. No. 3 --1 Year
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
Wednesday, Aug 28, 2013
= 0.036 cfs
= 1426 min
= 8,444 cult
= 24.46 ft
= 7,829 cuft
0.00 _. .
0 600 1200 1800 2400 3000 3600 4200 4800 5400
— Hyd No. 3 — Hyd No. 2 a__, u_.! Total storage used = 7,829 cult
Q (cfs)
5.00
eta
3.00
2.00
1.00
1 0.00
6000
Time (mil

61
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Wednesday, Aug 26, 2013
Hyd. No. 5
1.5in Post -Developed
Hydrograph type =
SCS Runoff
Peak discharge =
0.774 cfs
Storm frequency =
1 yrs
Time to peak =
144 min
Time interval =
2 min
Hyd. volume =
3,066 cuft
Drainage area =
1.000 ac
Curve number =
93.5
Basin Slope =
0.0 %
Hydraulic length =
0 ft
Tc method =
USER
Time of conic. (Tc) =
5.00 min
Total precip. =
1.50 in
Distribution =
SCS 6-Hr
Storm duration =
6.00 hrs
Shape factor =
484
Q (cfs)
1.00
0.90
0.80
0.70
0.60
0.50
0.40
0.30
0.20
0.10
000
1.5in Post -Developed
Hyd. No. 5 -- 1 Year
0 60 120 180 240 300 360 420 v V V
Hyd No. 5 Time (min)

19
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Wednesday, Aug 28, 2013
Hyd. No. 6
1.5in Through Pond
Hydrograph type =
Reservoir
Peak discharge
= 0.023 cfs
Storm frequency =
1 yrs
Time to peak
= 366 min
Time interval =
2 min
Hyd. volume
= 3,007 cuft
Inflow hyd. No. =
5 - 1.5in Post -Developed
Max. Elevation
= 23.32 ft
Reservoir name =
BMP Pond
Max. Storage
= 2,782 cuft
Storage Indication method used.
1.5in Through Pond
Q (cfs) Hyd. No. 6 -- 1 Year Q (cfs)
1.00 1.00
0.90 0.90
0.80 0.80
0.70 0.70
0.60 0.60
0.50 0.50
0.40 0.40
0.30 0.30
i
0.20 0.20
0.10 0.10
000 000
0 480 960
1440 1920
2400 2880 3360 3840 4320
4800
Time (min)
— Hyd No. 6
—Hyd No. 5Ell
'.—FIFP,lln Total storage used = 2,782 tuft

Hydrograph
Report
8
Hydraflow Hydrographs Extension for AutoCADD Civil 3D® 2009 by Autodesk, Inc. v6.066
Wednesday, Aug 28, 2013
Hyd. No. 1
BMP Pre -Developed
Hydrograph type
= SCS Runoff
Peak discharge =
6.579 efs
Storm frequency
= 10 yrs
Time to peak =
720 min
Time interval
= 2 min
Hyd. volume =
17,412 cuft
Drainage area
= 1.000 ac
Curve number =
83
Basin Slope
= 0.0 %
Hydraulic length =
0 ft
Tc method
= USER
Time of conc. (Tc) =
10.00 min
Total precip.
= 6.60 in
Distribution =
Type II
Storm duration
= 24 hrs
Shape factor =
484
BMP Pre -Developed
Q (Cfs) Hyd. No. 1 -- 10 Year Q (Cfs)
7.00 7.00
6.00 6.00
5.00 5.00
4.00 - 4.00
3.00 3.00
2.00 2.00
1.00 1.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Hyd No. 1 Time (min)

9
Hydrograph
Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Wednesday, Aug 26, 2013
Hyd. No. 2
BMP Post -Developed
Hydrograph type
= SCS Runoff
Peak discharge
= 8.747 cfs
Storm frequency
= 10 yrs
Time to peak
= 716 min
Time interval
= 2 min
Hyd. volume
= 19,851 cuft
Drainage area
= 1.000 ac
Curve number
= 93.5
Basin Slope
= 0.0 %
Hydraulic length
= 0 ft
Tc method
= USER
Time of conc. (Tc)
= 5.00 min
Total precip.
= 6.60 in
Distribution
= Type II
Storm duration
= 24 hrs
Shape factor
= 484
BMP Post -Developed
Q (cfs)
Hyd. No. 2 -- 10 Year
Q (cfs)
10.00
10.00
8.00
8.00
6.00
6.00
4.00
4.00
2.00
2.00
0.00
0.00
0 120
240 360 480 600 720
840 960
1080 1200
— Hyd No.
2
Time (min)

Hydrograph Report
10
Hydratlow Hydrographs Extension for AutoCAD® Civil 31D® 2009 by Autodesk, Inc. v6.066
Hyd. No. 3
Post Through Pond
Hydrograph type = Reservoir
Storm frequency = 10 yrs
Time interval = 2 min
Inflow hyd. No. = 2 - BMP Post -Developed
Reservoir name = BMP Pond
Storage Indication method used.
Q (cfs)
10.00
: 11
. M
m
2.00
0.00'
0 600
Hyd No. 3
Post Through Pond
Hyd. No. 3 -- 10 Year
1200 1800 2400
— Hyd No. 2
Peak discharge
Time to peak
Hyd. volume
Max. Elevation
Max. Storage
Wednesday, Aug 28, 2013
= 1.403 cfs
= 726 min
= 18,368 cuft
= 25.15 ft
= 11.558 cuft
3000 3600 4200 4800 5400
niil I'Fn Total storage used = 11,558 cuft
Q (cfs)
10.00
Efffil ■
2.00
1 0.00
6000
Time (mi

Hydrograph Report
OKI
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2009 by Autodesk, Inc. v6.066
Hyd. No. 1
BMP Pre -Developed
Hydrograph type =
SCS Runoff
Storm frequency =
50 yrs
Time interval =
2 min
Drainage area =
1.000 ac
Basin Slope =
0.0 %
Tc method =
USER
Total precip. =
9.52 in
Storm duration =
24 hrs
BMP Pre -Developed
Wednesday, Aug 28, 2013
Peak discharge = 10.28 cfs
Time to peak =
720 min
Hyd. volume =
27,844 cuft
Curve number =
83
Hydraulic length =
0 ft
Time of conc. (Tc) =
10.00 min
Distribution =
Type II
Shape factor =
484
Q (cfs) Hyd. No. 1 -- 50 Year Q (cfs)
12.00 12.00
10.00 10.00
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
— Hyd No. 1 Time (min)

Hydrograph Report
14
HydraFlow Hydrographs Extension for AutoCAD® Civil 300 2009 by Autodesk, Inc. v6.066
Hyd. No. 2
BMP Post -Developed
Hydrograph type =
SCS Runoff
Storm frequency =
50 yrs
Time interval =
2 min
Drainage area =
1.000 ac
Basin Slope =
0.0 %
Tc method =
USER
Total precip. =
9.52 in
Storm duration =
24 hrs
Q (cfs
14.00
12.00
10.00
: 84
. M
4.00
2.00
BMP Post -Developed
Hyd. No. 2 -- 50 Year
Wednesday, Aug 28, 2013
Peak discharge = 12.80 cfs
Time to peak =
716 min
Hyd. volume =
29,722 cuft
Curve number =
93.5
Hydraulic length =
0 ft
Time of conc. (Tc) =
5.00 min
Distribution =
Type II
Shape factor =
484
Q (cfs)
14.00
12.00
10.00
8ft
M
M
2.00
0.00 0.00
0 120 240 360 480 600 720 840 960 1080 1200
— Hyd No. 2 Time (min)

Hydrograph Report
15
Hydraflow Hydrographs Extension for AutoCAD® Civil 3139 2009 by Aulodesk, Inc. v6.066
Wednesday, Aug 28, 2013
Hyd. No. 3
Post Through Pond
Hydrograph type =
Reservoir
Peak discharge
= 7.537 cfs
Storm frequency =
50 yrs
Time to peak
= 722 min
Time interval =
2 min
Hyd. volume
= 28,213 cuft
Inflow hyd. No. =
2 - BMP Post -Developed
Max. Elevation
= 25.68 ft
Reservoir name =
BMP Pond
Max. Storage
= 14,608 cuft
Storage Indication method used
Q (cfs
14.00
12.00
10.00
ie
t:>(HIl
2.00
Post Through Pond
Hyd. No. 3 -- 50 Year
i
Q (cfs)
14.00
12.00
10.00
11
• 11
ra �
2.00
0.00 1 0.00
0 120 240 360 480 600 720 840 960 1080 1200 1320 1440 1560
Time (min)
— Hyd No. 3 —Hyd No. 2(= Total storage used = 14,608 cuff

EROSION CONTROL CALCS (SKIMMER BASINS)
Project Information
Project Name:
Dollar General
Project N:
Designed by:
Date:
Revised by:
Dale:
Checked by:
Date:
Skimmer Basin
Drainage Area
Total, Ar=
1 Ac
Disturbed, Ap=
1 Ac
10-year Runoff (Dto)
C =
0.50
T. =
5.00 min
Ito=
7.20 iNhr
Qro=
3.6 eta
Surface Area Required
SA =
325sf z Qtp
SA-
1,170 at
Volume Required
Va =
1800 cf/Ac 8 Ae
Va=
1,800 of
Sediment Trap Dimensions
L=
60 tl (Spillway Length)
W =
30 tl (Spillway width)
D =
2.0 it (Oepth of Storage)
Side Slopes=
2:1
40
L.=
68 0
Lon=
52 1 W
Wm
Woo=
38 it
Lon=
Wea=
22 it
L/W Ratio=
2.0 :1 (must be 2:1 to 6:1)
Elevations
Description
levaf n
Top of Berm
26.50 (allow fit irooneatd above fpilteey now height)
Emergency Spillway
25A0
Sediment Storage
24.50
Cleanout Mark
23,50 (half of storage height) o
Bottom
22.50
Provided
SAp=
1,800 at > 1,170
Vp=
2,9".0 of > 1,Bo0
Emergency Spillway -10 Year Storm
Ire=
7.20
Qro=
3.60 cts
h =
0.5 it
C =
3
Lw=
4 it

°7 Calculate Skimmer Size
Basin Volume inCubic Feet Cu.F1 Skimmer Size inch
Days 0nDrain* Days Orifice Radius ���/^�����^0.611nuh[eo]
Orifice Diameter �'^:��,-)|nnh[eo
Estimate Volume of Basin Length Width
Top of water surface in feet 30] Feet VOLUME
Bottom dimensions in feet -*521 J71' 221Feet
Depth in feet
21 Feet

EROSION CONTROL CALCS (RIP -RAP CALCULATIONS)
Project Information
Project Name: Dollar General
Project #:
Designed by: Date:
Revised by: Date:
Checked by: Date:
Rip -Rap Apron#1
Pipe Diameter
d=
15
Pipe Slope
s=
0.3 %
Manning's number
n=
0.013
Flow
D=
4 cfs
Velocity
V =
2.00 f /s
Dissipator Dimensions
All units are in feet
Dissipator pad designed for full Flow of pipe
43
Zone =
Stone Filling Class =
Entry Width ( 3 X Dp) _
Length ( 6 X Do) _
Width (La + Do) _
Min. Thickness =
Min. Stone Diameter=
B
2
3.8 ft
7.5 ft
8.8 ft
22 inches
6 inches
RIP-RAP.xls 8/28/2013 Page 1 of 2

Rip -Rap Apron#2
Pipe Diameter
d=
18 in
Pipe Slope
s=
0.2 %
Manning's number
n=
0.013
Flow
Q=
6 cfs
Velocity
V =
2.00 fits
Dissipater Dimensions
Zone =
Stone Filling Class =
Entry Width ( 3 X Do ) =
Length ( 6 X Do ) =
Width (La + Do) =
Min. Thickness =
Min. Stone Diameter=
1
4.5
0
RI
4.5 It
9.0 ft
10.5 It
22 inches
6 inches
' All units are in feet
" Dissipator pad designed for full Flow of pipe
RIP-RAP.xls
8/28/2013
Page 2 of 2

NORTH AMERICAN GREEN EROSION CONTROL MATERIALS DESIGN SOFTWARE VERSION 4.3
NORTH AMERICAN GREEN CHANNEL PROTECTION - ENGLISH/S.I.
USER SPECIFIED CHANNEL LINING BACK-UP COMPUTATIONS
****+**#h**h*xhxxhkk*****+xxhhk*k****x******h**xhhxhxxhx*kkxx*kkkhxxx*x*xxxx*
PROJECT NAME:
COMPUTED BY:
FROM STATION/REACH:
DRAINAGE AREA:
PROJECT NO.:
DATE: 8/28/2013
TO STATION/REACH:
DESIGN FREQUENCY:
kk************hkkkh********khkhhhkh**************kkhkhk******hkhk**k*********
INPUT PARAMETERS
************+*hxkkkk*****+***hkhk**********+hx+hhkhk**k*******************x*h
Channel Discharge : 1.5 cfs (.04 m^3/s)
Peak Flow Period 6 hours
Channel Slope 0.01 ft/ft (0.01 m/m)
Channel Bottom Width : 1.0 ft (.30 m)
Left Side Slope : 2:1
Right Side Slope : 2:1
Channel Lining : DS75 Staple D
Permi. Shear(Tp) :1.55 psf (74.2 Pa)
Phase = 0
CALCULATIONS
*******+*****************h************++k+x***k**********h***kkkkx**+++******
Initial Depth Estimate = 0.16 * (1.5 /(0.010^0.5))^0.375 = 0.44 ft (.13 m)
Final Channel Depth (after 8 iterations) _ .54 ft (0.17 m)
Flow Area = (1.0 * 0.5)+(0.5 *0.54A2 * (2.0+2.0)) = 1.1 sq.ft (0.1 m^2)
Wet Per. =1.0 +(0.5*(((2.OA2)+1)A.5 +((2.OA2)+1)A.5)) = 3.4 ft (1.0 m)
Hydraulic Radius = (1.1 / 3.4) = 0.3 ft (0.1 m)
Channel Velocity=(1.486/0.054)*(0.310.667)*(0.010^.5) = 1.3 fps (0.4 m/s)
Channel Effective Manning's Roughness = 0.054
Calculated Shear (Td) = 62.4 * 0.54 * 0.010 = 0.34 psf (16.3 Pa)
Safety Factor = (Tp/Td) _ (1.55 /0.34) = 4.56

EXPRESS
SEP.1�,I ZUp13
7DGIER
M D
EommePuacnnsr•.wu sALI orulanLruorLu-rY
undo ° Noilh Carolino Ansocialino
ofRF_ALIORSo
'I'IIIS ACRF.F.111 ENT, including;myanal all addenda attached hereto ("Agrecnacnl"), is by and belwccn
n(n) North Carolina limited IieabililY company ("Ituya'q, and
(individual ur State of fonualion and type orcntity)
Goorcl and Cindy G. Hnsley
a(a) individuals ("Seller").
(individual or SING or n,mmitinn and type of entily)
FOR AND IN CONSIDERATION 017 TIili MIN OAL PROMISES Sli'I' FORTii I ll:RI IN ANI) OTI1fif G6OD AND VALUABLE
CONSIDIiRKI'1ON, •rllr. RECEIPT AND SUFFICIENCY Op WHICH Atli' HEREBY ACKNOWLEDGI>O, 'I'lil I'Alf1'IGS
I1ERF,10 AOUT AS FOLLOWS:
Section I. Terna.s and Defnnilions: The leans listed below shall have file respective nncaning given(hem as set Path adjacent to each
lerna.
(a) "I'ro acrly": (Addiess) 2302 hlwy 70 East, New Vern NC 28560
I'lal Rcfelcoce: Lol(s) 89. 91, 93,95 Grantham , Block or Suction , as shown on Plal Rook or Slide
at 11age(s) County, consisting of acres.
If (his box is checked, "Pcupcity" shall nican that property described oil lschibil A attached hereto and iucopxrrated
liclawilh by reverence,
(For iii formation put poses: (i) the lax parcel number ol'tile Property is: 7-018-049 ; nod,
(ii) some or Al of the I'ropcity, consisting of approxivaatcly 1.26 acres, is desm Hied in Deed Rook _1161
Pugs No. 539 Craven _ CaunO
luge'lha. with ;III huildings and improvements thereon and all fixtures sml appurtenances Ihetelo and all personal properly, if any,
itcaiv,cd on bahibil A.
202 500.00 (b) "Purchase price" shall mc;an Ilic sum
pgvable an the follnudug lams:
S ci,(I(mmil (i) "Rarncsl Mane. shall mean fivr. thousand Dollat:s
or tams as lidlbws: non-refundable payable to Seller, at 70 clays from Contract Signing
I1pun Ihis Agreement becoming o contract in accordance with Section ICI, []to I?ainest Money shrill be
promptly deposited in csca'ow with Wenlherspoon R Voltz 1117)
(mime of Belson/entity with whom deposited), to be applied as .part payment of the Purchase Price of the
Propel ty at Closing„ nr dishursed ais agreed upon under the provisions ol'Seclion 10 herein.
Page I ol's
n 'fits fora Jointly approved by: STANDARD FO101 580-T
I� North Carolina Ilar Association Revised 1/2011
u North Carom, Association or llliACroi ,fuc, 07/2012
nemaon+ � � vnKp
Buyer loitials�` l Seller Inilials 4� (�✓
WS Ian.I,W�und ry: Faii7Rlllatol' o coo.493.WU

L1 ANY EARNEST MONrn, DEI'01 ri'ED BY BUYER IN A TRUST ACCOUNT MAY 0G
PLACEIIINAN INTf•:RI?S'I'RI?AItINC'I'Rllti l'ACGOIIN'I',ANII: (vhrrk(n1r0N1Ihlu)
ANY INTEREST EARNED TIi ER LION SIIALL BE AIT1A ED AS PART )AYM ENT OF'I'IIE
14MCI IASE PRICE, OF TIIF PROPERTY AT CLOSINC, Oft DISRIIRSI-A) AS AC It fs ED IIPON
UNDER'I'UF. PROVISIONS OFSECTION Ill IIIsRP.IN. (IWycr's Taslia)'cr Ideulificatlon Number
is: )
El ANY IN-MiuiST EARNED TIIEREON SIiALL RELONC TO TILL ACCOUNT IIOLDIslt IN
CONSIDIiRATION Ole THE, EXPENSES INC:IIRIt I; BY MAINTAININC SIICIi ACCOUNT
AND RECORDS ASSOCIA'1'ISp'I'IIL;ltli\VI'1'I1.
S N/A (ii) Proceeds of t nmv luau in (lie amount of
Dollars fin' a lean of
years, with an i1111e1'll%id IUII lie I'In(I Ilel t0 CXCCC(I —yell at an interest rate not to exceed
% ller mmom wilh 111mll;al,e loan discount points not to exceed %. or the loan
:utounl, or such ulher Icrnls as may be set f6i Ill on Exhibit R. Buyer shill pay all coxis associated with airy
such loan.
$ N/A (iii) Delivery of a promissory note secured by it deed or Irlist, said promissoy note in (lie amount of
_ Dollars
being payable over a term of years, will) ail aurorlintiop period ill'-- )'cars, payable in
monthly installments of principal, logelher wilh accrued merest un (lie oulsmndiag principal btdalre at the
rate of._-- pet Celli ( %) pe-:amuul in the amount
of$ , wilh the first principal payment beginning ill the first day of [lie monh t
nest succeeding the (late of Closing, or such other feints is may be set froth ell Exhibit It. At any time, the
proitissmy note clay he prepaid in whole or in pall without penalty and withold furlhe' interest on (lie
amounts prepaid from the dale orsuch prepayment. (NOTE.An Ihemint of lilt ye's subsequeul defloll
upon 11 pronssory note and deed of bust given herrunller, Seller's remedies play be limited to
foreelosmr of(he Property. If the deed of Irlist given heremlder is subardinaled In senior financing,
the material lei nls of such finonelug mist be set forth on Fslribil D. If Stich senior financing is
si l l rseq a end ly fm'eelnmd, Ie se ter nlny hove Io remedy In recover under I I I e no le.)
$ N/A (iv) Assum t� of Ihal unpaid obligation of Sclier sectued by it deed of bust on the I'ropurty, such
obligation having an outstanding principal baLmce of S
and evidenced by a 110c bearing interest at Ihe rile of perceru (__%)
per annum, and a current payment amount of S . The obligations of Buyer
unde',Ihis Agreement at conditioned upon Buyer being able to assume Ihe existing Ioan described above.
11' such assumption requires Ihe lender's approval, Iiuycr agrees to use its best cfforls to secnrc such
approval and to advise Seller inimedialcdy upon receipt ol'the lendei's decision. Approval most be granted
oil or before I. On mheroic this date, fluye' has the right to terminate
this Agreement fir hrilure to be able to assume Ihe loan described above by delivering to Seller wrillel
notice of le i ination by the above dale, 11mv be/ug rl the es.venve. If Duycr delivers such notice, Ibis
Agreement shall be null and void and tunics( Motley shall he refunded 1(I Boyer. 11' Buyer fails to deliver
such u6lice, then Buyer will be deemed to have waived [lie loll Condition. Unless provided othotwise. in
Section a hereof, Buyershall payall ll fcc5 Had costs aSSIIlliatCll wllll aly SIICII assumption, including atly
assumption feu charged by the lender. At ur bcGn-c Closing, Seller shall assign to Buyerall interest of Seller
in any culrenl toevcs or csclolvs held by the lender, any propcty uumagencnl Company and/or Sullcr,
includin;; bill not limited to ally lendd improvement n•selves, lensing commission l'eseVes, secuity deposils
and operating el' c;ipilal reni ves lit' which Sclier shall be credited said ;umnunls al Closing.
tit 257,000.00 (v) Lag!, balance of Purchase Price, at closing in the amlomrt ol'Iwo hundred filly sevaal thousand five
hundred - - Dollals.
Page 2 of 8
/7 111STANDARD FORM 580-T
Ruycr lnilials" Seller Initials 1" ._ w Revised 1/2011
G— 0 7/2012
ws lira, rr(4-1 I,I: F'ennulatnr 0 cao.ce09 12

(c) ,Closing" shall mean the (lute and time of rccoicliag or Ibe feed -
(it 30 (lays following terininalion of EXPITIal
shall occur on or heroic
(d) 115:0111mcl Date" mcons the date This Agicenicnl has brel, folly executed by both Royer and Seller.
(e) "I."monioalioll Pee l id" shall mean the period beginning on the Coutroct Dice and exicuding through
120 days from Contract Date T..
Tld//S !.S OF ME BSSF.NCE; IS TO 7'/l/! /i,VAII/N/f77OA' Ph.RIOD.
(Q "Ilraltcr s " Sb:JI me:nl:
Ernie Ensley_ _("Listing Agency").
-- C-21 7-ayloun-Raines ("Listing Agem"- License It 166241 )
Acting as: x Sellers Agent; ❑ Dual Agent
and Chuck Tyson ("Selling Agency"),
Tyson & I -looks Realty Inc.. ("Selling Agent"- License 11 _ 23506 )
Acting as: � _' Boyel's Agent; ❑ Sellei s (Still) Agcnl; 1_1 Dual Agent
(g) "Seller's Notice Address" shall bens follows:
C/O Ernie Fnsley --
C-21 Zaytou) Raines - 312 South Front Street New Bern NC 26560 _
excepl as same may be changed piosoani to Section 12.
(11) "Buyer's Notice Address" shall he as follows:
3900 Merton Drive Suite 210 ---
Raleigh, NC 27609
except as Sallie nlay be changed pursuant to Section 12.
(i) If this block is milked, additional Icons of' this Agreement m'e set forth on Exhibit It attached hereto and
incorparaled herein by lerclence.(Nole: Under Nm1h Carolina Inw, real estate agents are not permitted to draft
con(littnns m- conliogencies to this Agreement.)
Section 2. Sole of Property still Payment of Porchase Police: Seller agrees to sell and Buyer agrees to buy the Property IbT the
Pill chose Price.
Section 3. Proration of I'sspeuses and Payment of Costs: Seller 111(1 Buyer agree that all property taxes (on a calendar year basis),
leases, tells, mortgage payments and utilities or any other assumed linhilities as detaile(I on allached Exhibit If, if any, shall he
jaoi'aic(1 its or Ilie (Into of Closing. Seller shall pay for prepalntioll of a deed and all (,tile[documents necessity la het'lotm Seller's
obligations under this Agreiaical, excise In (revenue slamps), :Illy defaced or rollback taws, and other conveyance fees ar laxes
required by lay, and the lollmving:
Pace 3 ol'R
n 5"fANDA12U p(/1t M1I 5R11=1'
Buyer Initials -) Seller Initials (�,� Revised 1/2011
(D 7/2012
IF, t(,t„ n<.t.-•:n Ey: Farl►tlflatoP 1,b ae0499-;ail

lioycr shall pay recording costs, costs of ally Lille search, title insurance, survey, the cost of any inspections of investigations
under taken by Iluyer under This A„recmenl nail the lidloving:
Real Eskdo Commissions
Each pally shall pay its men allofney's. Ices. -- --
Secliol 4. Deliveries: Seller agrees to use best elfots to deliver to lioycr as soon as reasonably possible after the Contract Date
copies of all infonnlion relating Ili the I'ropelly in possession of or available to Seller, including, bill fiat limited lo: title insurance
policies, surveys and copies of all plesclrtly elleclive wvamnlies or service contracts related to the 1'ropelly. Seller authorizes (1) any
allonley preseloly o' previously rcplesenting Sclfer to release and disclose any title insurance policy in such at[ouley's life Io Ihlye'
oad bolh Buyer's and Sellers ogcnis and nllorncys; and (2) the I'ropelly's title insurer o its a-, at to release and disclose all materials
in the Ptopelly's title inisurci's (or (IEV insurer's agcnl's) file to Buyer and boll) Buyer's and Seller's agents and altorncys. It' Buyer does
not consummate Ile. Closing fair coy nmsor other Illan Scllcr delhull, Ilea Bipyer shall n:lurin to Seller -all materials delivel'ed by Seller to
Buyer pursuant to this Section'I (or Seclioa 7, if applicable), if ally, and shall, upon Seller's request, provide Io Seller copies of (subject to
Ile ownership nail copyrighl interests of the prepurer thelcol) any and all sludies, repnns, surveys and other intiamalion rclatinf; directly
to Ile properly prepared by or at (he request of Buyer, its employees call agents, and shall deliver to Seller, upon Ile release of Ile
Eamesl'Moley, copies ol'all of Ile foregoing w•ilhoul Illy morality or representation by Buyer :Is to Ile contents, accuracy or correcinr ss
f I icreof.
Section S. Evidence of 'little: Seller agrees to convey lice simple marketable and insurable title to the properly [ice and clear of all
Neils, encumhrances and deliaas (it, title other [ban: (a) zoniag ordinances affecting the I'lopelly, (b) Leases (it' applicable) and (c)
Illamrs of record existing al the contracl Dale That are not objeclel In by Buyer prior to life end of the Examination Period
("Pelillilted Exceptions"); provided (hat Sellci shall be required to sntisijt al or prior Io Closing, any encumbrances that nay be
salislied by the payment of a fixed sun) of money, such ;is deeds of tfusl mortgages or slalulol'y liens. Sellershall not en(cr info or
record any inslnuaenl Ihal tdlects the Prepaly (or any personal property listed on Exhibit A) after the Con[rnct bate without the prior
written consent 01' Boyer, which consent shall not be unreasonably withheld, Conditioned or delayed.
Section 6. Conditions: "Phis Agreement and the rights and obligations of the panties under this Agreement are hereby made expressly
condiI ioncd upon fall III llno' nl (or waiver by Ituycr, whet her ex Ill ici( mr implied) of the following co) ditions:
(a) New Loan: The Buyer must be able to obtain the loan, if any, lercienced in Section I(b)(ii). Buyer must be able to obtain it
till conuninncat 1'01. (his loan on orhefore N/A , effective Ihrough the (]tile of Closing.
Buyer agreex to use its Iles[ efforts to secure such Conunitmell and to advise Seller inn»ediatcly upoll receipt of lender's decision. one
or fxHore the above (dale, Buyer has the right to tenninale (his Agreement Inr loilure to obtain the loan rel6vilced in Section I(b)(ii) by
delivering (o Seller wriael notice of leftilination by the above dale, lime being ff the essence. II' Buyer delivers such notice, this
Agreement shall be null and void and I?unlest Money Shull be refunded In Itap•e'. 11' Iluyer foils to deliver such notice, then [lit yer will
be deemed to have waived [he town condition. Notwithstanding the I'mcgoing, alter (he above dale, Seller may request in writing from
Buyer a copy ol'tho connnilnacnt letter. If Buyer faits to provide Se.11cr a copy of the commitucnl Iellnr within live (5) days of receipt
of Sellers request, Ihen Sellamay enninale this Agreement by written notice to buyer a any lime Ihcrealler, provided Sellerhas not
Ihen received a copy of IM cOa)Ill iI Ill all gel ter, and Ihtycr shall Im..c.ivc a ref unf of Era -nest Money.
(0) Qaolificallon for Fin:mclug: If Buyer is to assume any indebtedness in connection with payment of the Purchase Price,
Buyer af;recs to use its Iles[ eflillis to qualify for the assumption. Should Buyer liil In quality, Buyer shall notify Seller in writing
inun idiately upon lender's decision, whereupon this Agreement shall lermimale, and Buyer shall receive a return of Harvest Money.
(c) 'trifle Examination: AI)e'the Conn'act Dane, Buyer shall, at Buyer's expense, cause a title examination to be Inane of Ills
Plopel(y below the end of the Extuuinotion Ira iod. to the evcol that such title examination shall show that Scllcl'.s litlr is not lee
simple naukclabfe and insurable, subteen (randy l0 1'ermlilted I xceplionS, Ihcn fluyc•r shall pi'unnplly notify Scllcr in writing of Ziff such
title detec.ls and oxccptions, in no caw, late Ihen (ha call ol'the. Iixanlii)alion Period, rand Scllcr shall have thirty (30) days to little. snit
noticed defects: If Seller does not cure the defects or objections within fluffy (30) days ollmlice Ihcleof, Ihen'. Bayer ncp' terminate
Ibis Agreement and receive a retain of Earners( Money (notwithstanding that the Examination Period may have expired). If Buyer is to
purchase litle inmrance, (tie insuring company most he heClnsel to (10 business all the sinle in which file I'foperly is located. Tille to (lie
I'ropety musl he insurable at regular rates, sol�jecl only to slandmd exceptions and fenni[ted Hxceptions.
(d) Sane Condition: II' the I'lopety is not in substantially the same condition al Closing as of the dale of the offer,
reasonable woar and (Car excepted, Ihen the tilt yer may (i) tonlinate this Aetecn)ent and rcce.ivc arenum of the Eaolesl Money of (ii)
proceed ui Closing whercupou Buyer shall be entitled to receive, in addition to the Property, any of the Sellers insurance proceeds
payable on account of the dunnage. or destruction applicable to (he Property.
1'agc 4 ul'S
STANDARD FORM 580-'I'
Ituyii inilials� `i __ Sella' Initials _. l.l�- Revised 1/2011
U 7/2012
nr. hero Inµr•,n L/: Fannrrlaeor? wu.., woo 12

(e) Iospeetious: [buyer, its ngcnls or mpmsconalives, at Buye's expense auk at reasonable limes during normal InKlen ; hours,
shall have, the right In varier upon the 1'ropely pw the purpose or won ng, examining, performing, soil'mom and other kestint„
conducting timber cruises, and stg coo we wepe q•. [buyer shall conduct all such oll-site inspectbillc, examinalions, soil boring nail
other testing„ thither cruises said survcyi ng or the Property in a good cold workmanlike manner, shall repair any lkunage I the PI Orel ly
caused by Ruycrs enh'y auk on-sltc inspections and shnll comdue same in it coal than sloes not unreasonably interfere with Seller's
m' tarry Icnml's use and entoynnen of the Plopelty. In that respecl, Hojer xlmll makc reasonable eltimls to undeltake nar-site
inspections outside of the hours may tenant's business is upon to the public anil stroll On prim' notice loony tenants crony entry onto
ally Ieluou s pol'I bill (11 IIIC 11, opel l)• liar Ille purpose (1I conduct ing lll5pect Gals. I)poil Sol lets request, Ilayer shall provide to Seller
evidence of general liability imsur;u ce. IkWcr shall also hnve a right to roview moil i qwo all cnnlmcls or other agremnetls affecting
n) related directly In the I'lopelly and shall he entitled In revimv such books and records of Selma (hill relate directly to the nperalirnl
;aid maintenance of the Propety, provided, however, that [buyer shall not disclose any information Iregaxling this Propclly (or any
Ienanl thech) unless required by law and the same shall be regarded its corlidenlial, to ally person, except to its allorneys,
accountants, lenders laid Tither professional advisors, in which case Buyer shall obtain !heir nyvelnenl to maintain such
cull lideut ial ity. Iklyer arssunles all respunsibilily I'or the acts of itself, its agents or representatives in excluising its rights under this
Seclion 6(e) and agrees to indemnify and hold Seller harmless lion any damages resulting Ihererlonl. This indemnification obligation
of Buyer shall survive the Closing or co'I ie' lcmAultion of this Agreen T Myer shall, at 13uyel's expose, promptly repair any
lkumage to the Ihnpe'lly caused by Buyers entry and cal -rile inspections. heel( :is provided in Section 6(c) above, Buyer shill have
brain the Contract Date through the calf of (he Ex;unination Period to perform the above inspections, ex:unin rwo; and testing. Ili
Itl]YRR CHOOSES NOT In 1WHINIASIs TWIK I'HOPKR'I'1% FOR ANY REASON OR NO HF.ASON, AND PROVIDES
WRITTEN NOTICE TO SELLER TIiERROF PRIOR TO WE EXPIRATION OFTIII? EXAMINATION I'ERIOB, THEN
TIIIS ACIt I+,IiAI I.N"I'SI1A1,1.'I'I+.IIDIINATI?,ANH BIIYFli SIIAI,I,RECMVRA RI• HIRN OR"fIIR ISARNEST[HONE[' .
Section 7. Leases (Check one or the follnlving, its applielblc):
[K'this box is checked, Seller affirnullively represents and I v rlmm thin there arc no Leases (its hereinafter dclined) affecting
the Ploptrly.
❑ If this box is checker[, Seller discloses kill I= arc one car mute Irises affecting the Property (oral nr written, recorded or
not --"Leases") and the lidloving provisions ore hereby made a pall orlhis Agreennent.
(a) All Leases shall be itemized oil l?xhlbll It;
(b) Sol lei' Shall dot fiver copies orally Leases In Buyer Put Strait to Seel inn 4 as if the Lenses were listed Iheroint
(c) Seller IClamellis and wwa lulls than its of the Contract ])lite [here arc no curter defaulls (or any existing situation which,
with the passage of line, or the givb%of notice, or both, or at the cite en of either laticuo)(I or Ienanl could constitute. a deraill) either
by Seller, as landlol'.d, or by any tenant under any Lease ("Elise Befrnlll" ). In the event More is any WE Uefnuh as of the Contract
Dale, Scaler agrees In provide Buyer with a detailed descriNinn of the siumtion in accordance with Section 4. Scatter agrees not Ill
commit it Lease Uefnull as Landlord after the Cnolract [)tile, and agrees huller to nobly Buyer inuucdiately in the event n Lease
Oclhull prism or is claimed, asset led or Ihrenunual In be. nsscrled by either Scllcr nr aienaal older the Lease.
(cal) In addition to the coedit ions provided in Seclion 6 of this Agreement, Ibis Agreemcnl and the rights am obligations of Ile
))allies tinder this Agwon nut two herby name expressly condilioned upon the ussignmenl of Seller's interest in any ,Lease In Buyer in
forum and content acceptable to Buyer (with milanl's written consent and acknowledgement, if required under the ].case), and Seller
aWe, s In uso its husk en ats In clI'ecl such assignnenn. Any a"Wlr lcnl required trader This Section 7 shall he required to he detivo vd
in of hcrur: Closing by Seller in addiliou lu Ihoso delool i,s rcquiu:d under Scclinn I I of this Agiculnv.nl.
(c) se11e' in ws to waver ail asSlgilnnot or any ].case at or before Closing, with any security deposits held by Seller model
ally Leases to be Inalslerred or crediled Io Boyer at or beru o Closing. Seller also agmcs lu cxccule and deliver (and walk diligently
to obtain any tenant signatures necessaly for same) any eskuppcl clakilicales and subordination, ramAsturbanee and aaonlmeil
agicclac lls in such lien as Rayet may wasuoably lcquest.
Section N. b:uvirounlvulal: Scllcr represents and waurants Ihao it has no actual Iuum4elge of the presence ur disposal, except as in
ocruldcolce with applicable law, within Iha buildiul;s or oll the Propelly of haimdous or toxic w;ulc ur subsl;mces, which are. d(Ilined
as louse substances, nwmials, and wastes, including, but nut limited to, those substances, manewls and ssdtsto listed in the thniled
Stales Oupmhuel uf'I'rmspo lnlinu I lauudous A4rderials "fable (4'1 CPI( Poll 172.101) uI by like linvilinuncnlal Plalcclion Agency as
harvduus substances (40 CPI( Pink 302: 1) and arowth isms Werclo, or such substtnces, nuacd& and waslcs, which arc or become
wgulmed under ally applieoblc local, slate or fedetnl tov, including, u'bluna Iillibill ion, any unalokil, waste oI snbshnlec which is
(0 per uleum, 00 ashestns, (50 pulycldoi KNd hyhrmyls, 00 dtv;tnaml as a I Iazanlntis Suhsla ", pmsaaal In Scclinn 311 of Iha
Page 5 of ti
Cleft)
^ STANDARD FARM I580-1,
=I
(�� ised I/21311
Ituyer luitials Scllcr hlilials Rev
0 7RID 12
o4:<n hF FQI711uiiff)?' i eon nnacmz

Clem \Vater Act of 1977 (33 U.S.C. § 1321) oilisted pursuant (o Section 307 or the Clean Walcr Act or 1977 (33 U.S.C. § 1317), (v)
defined as a hazardous waste pursuma to Section 1004 (,]'tile Resom cc Couservalion and Recovery Act (Ir 1976 (,12 U.S.C. §6903) or
(vi) defined as a hazardous substance ptlrsu;ml to Section 101 of the Comprehensive Environmental Response, Compensation and
Liability Act a 1980 (42 U.S.C. §9001). Seller hasnational knowledge ora y contamination of file III opcily Iron) such substances as
any have been disposed of 01 stored oil neighboring tracts.
Sccliou 9. Risk of Loss/Damage/Repair: Until Closing, the risk of loss or damage to the I ropedy, except as otherwise provided
hcrcin, shall he borne by Set Icr. Fxeepl ON to Maintaining the Properly in its same condition, Seller shall have no test tons ibi l ily 11or the
repair of the Propelly, including any iIaprovenenIs, unless the pall ics Itcl'CIO agree in writing.
Seclfou 10. Earnest Money Disbulseulew: In the event lhal any of the conditions hcreto are not satisfied, or in file event of a breach
of this Agreement by Scllcr, Illcn (he. lianest Money shall be returned to Boyer, but such lelmn sb:dl not a0ce1 any other remedies
available to buyer lal such breach, In the even[ this ogcr is accepted and Iluyer breaches (his Agrcemcnl, then the Fancsl Money
shall be Ibrlcited, bill sock forleilure shall 1)a1 ail lie( any other remedies available (o Seller finnr such breach. NOTF: [u the event or a
dispute between Seller and Htnycr over file return or li)rl'eilure of Eanrest Money held in esctaw by a licensed real estate lnukcr, the
broker is required by slate law (o retain said Flunesl Money in its trus( or escrow account until it has obtained a written relense fron)
(he part ics Coll sen(iug to its disposition or until (Iisbursclocnt is ordered by a comI olcompelenI jurisdiction, a ;it tentaIively, (he party
holding the Earnest Money may deposit (he disputed monies with the appropriate clerk of cour( in accordance with Ilse provisions a
N.C.C.S. §93A-12.
See l[(ill I I. Chislug: A( or befoie Closing, Seller shall deliver to Boyer it general warranty (Iced lidless otherwise specified al Fxh ibit
11 lilt (I other documents cosIonlari ly exec tit ed or delivered by it seller in similar II ansactions, including, without liIII ill]]ioil, a bill of sale
far any personally listed on Exhibit A, an owne's affidavit, lien waivelimits and a non -foreign status allidavil (putsuinil nil the
Foreign Investment in I(cal I'rnpclly T,1N Act), and Buyer shall tiny la Sellerthe 1'Urchnse Price. At Closing, the Earnest Money shall be
applied as flat( of the Ptm'CIa1se. Price. The Closing shall be conduc[ed by Buyer's attorney or handled in such other )tanner as (lie
panics hereto may nalltmlly agree in writing. I'ossessioo shall be delivered at Closing, ntlless olI)clivlse agl'ced lierettl. The Pntchnse
Price and other lands to be disbursed parsuanl to this Agreement shall not be disbul:sed unlit Closing has taken place.
Sectloul2. Notices: Unless pthenvise provided herein, all nolices and other comoaoications which may be or are required to be
given or made by any patty to (he other in connection herewith shall be in writing and shall be deemed to have been properly given
and received oil (he date delivered in person at -deposited in the United States mail, registered or certilicd, return receipt requested, to
the addresses set out in Section I(g) as (o Seller and in Section I(h) as to Buyer, or at such other Inkliesses as specified by written
notice delivered in accordance herewith.
Section 13. Entire Agrecmcut: This Agreement constitutes file sole and entire agrec hell anon." the panties he'clo and no
modification orthis Agrcemcnl shall be binding unless in writing and signed by all parties hereto.
Sectionl't. Ko1'oreeabilfty: This Agrcemcnl shrill become a contract when signed by boll Buyer and Seller and such signing is
communicated to both parties; it being expressly agreed (flat (he notice described in Section 12 is not required fo r erfeclive
connuunication fertile purposes of this Swi(nl H. 'this Agrcemcnl shall he binding Upon and inure to Ilse benefit of the parties, (heir
heirs, successors and assigns and their pel:sonal representatives.
Section IS. A(h•esc•dnfa'm:diuu :md Cow pliunec wllh Laws:
(a )ticlle t(nowledlle: Seller has no nc(ual knowledge or(i) condennn(ion(s) allec(ing or contemplated with resticct to the
Property; (ii) actions, suits a• proceedings pending or threatened against the Properly; (iii) changes contemplated in any applicable
laws, ordinances or restrictions allceing the I'lopelly; or (iv) governmental special assessments, either pending or confirmed, tin'
sidewalk, paving, waler, sewer, or other innpruvenlents on or adjoining (he I'ropelly, and no pending ur coatiraled owners' association
special assessments, except as follows (Insert "None" nr (lie identification of any diallers retailing (a (i) through (iv) above, if any):
NolcWta pugioses (If•Ihis Agrecnneill, a "confirmed" spacial assessment is (fertile[] as ail assessment that has been approved by a
governmental agency or an owners' associmiol for the purpose(s) staled, whether or not it is fully payable at tittle of closing. A
"pending" special assessment is defined as nil assessment that is under lbainal consideralion by it governing body. Seller shall pay all
ovilets' association assessments and all govcrnulenhd assessments continued as of (he late of (;losing, Warty, and Dwyer shall take
title solliect to all pending assessments disclosed by Seller llel'ettl, If any.
Seller represents that the regubtr owners' association dues, if any, tiro S_ N/A _ per NIA
Page G of 8
jj//7.-CC!y STANDARD FORM 580-'P
Buyer Initials( `' Seller Inilinls 5e/ cf` Revised 1/2011
O 7/2012
thv ram t.aue.•d ur: FW9It(1/ator (£' M 499 o

(b) Chou lialnee: To Sellers actual knowledge, (i) Seller has complied with nil applicable Inns, ordinaaces, regulations,
slam kites, rules and restrictions pertaining to or allecIing the PtolluI ty; (ii) Ile. rfin onnance of Ie Agreement will not result in the breach
of, consti Itde any defiuih an (lei or result in Ihe iInposiI ion of any lien or encumbrance upon Ihe Property under illy agreement or other
instrument to which Seller is a pally or by which Seller or file Ihoperly is hotrod; and (iii) there are, no legal actions, suits or eher
legal or administrative proceedings pending at- threatened against the Propety, and Seller is not moire orally facts which might resell
in any such action, sail or ollter proceeding.
Section Ili. Survival of Represenlalfoins and Nary plies: All representations, warranties, covenants and agreements made by Ihe
panics hereto shall survive. the Closing and delivery of [lie deed. Seller shall, al or within sic (() monllas alter the Closing, and
without further consideulion, execute, acknowledge and deliver to Buyer such other documents and instruments, and lake such other
action as Buyer [lily reasonably request or as may be necessary In more effectively Irulsfcr to Buyer Ihe, I'ropelly described heroin in
accordance with This Agreement.
Section I7. Applicable Law: his Agreement shall be construed under [lie laws a]' (lie state in which the Properly is located. This
film has only hear approved lot use in North Canlion.
Section III. Assignment: This Agreement is freely issigunble unless otherwise expressly provided on Exhibit B.
Section 19. Tax -Deferred Eschnuge: In the event Boyer or Seller desires to effect a tax -deferred exchange in connection with the
conveyance of Ihe Property, Boyce and Scllcr ngrec lit cooperate in clfecling such exchanf;c; provided, however, Ihal Ihe exchanging
party shall be responsible fr all additional costs associated with such exchange, and provicled further, Ilml a non -exchanging pmiy
shall nor atssunne Imy additional liability with respccl to such tax -deferred exchange. Scllcr and Buyer shall execute such additional
documcors, al no cost fo the non -exchanging petty, as shall be required to give cifect to this provision.
Section 20. Memoraodom of Contract: Upon request by either pity, file parties hereto shall execute a Ineaoomndom of contract ill
recordable loan selling liath such provisions hereof'(oche' Than the Purchase Price and odne suns (file) as either petty nnay, tvish to
incorporate. Such nwulolmulonu of contact shall contain a statement that it automatically terminates and [Ile Properly is released rook
any effect thereby as of n specific elate to be stated in the memornnduun (which specific dale shall be no Into' than Ihe (fate of Closing).
'Ilse cost ol'recording such ntemori o rum orcontmo shall be bottle by the petty requesting execution of same.
Section 2.1. Atdhority: Fach signaler)' to (his Agreement repieseuts and \variants that he or she has full authority to sign this
Agreentea and such inslmmldnts as may he necessary to effectuate :tiny transaction rnnlemplated by this Agreement our behalf M'the
pally 1'0. whom he or she signs nil(] that his or her signalme binds such party.
Section 22. Brohe s: Except as expressly provided heroin, Buyer and Seller ngrec to indenulify and hold each other harmless d'roq
,illy and all clnims of brokers, consultants or real estate agents by, through or under [lie indennifteing party for fees or commissions
arising out of the sale of the Property to Buyer. Boyer mini Seller represcra and warml to each other that: (i) except as to late Brokers
designated under Section III) of This Agreement, they have not employed not, engaged illy brokers, consultants or real estate agents to
be involved in this transaction and (if) that the compensation of (lie rioters is established by and shall be governed by separale
agreennents canted into ns n llotgsl the lirol:es, (lie Buyer andlor the Scllcr.
1-1 EIFS/SYNTIIETIC STUCCO: If (lie adjacent box is checked, Seller discloses that the Properly has been clad previously
(either in whole or in part with an "exterior insulating lad finishing system" conmtouly known as "KIPS" or "synthetic stucco".
Seller makes no representations oi, warranties regarding such system and Buyer is advised to make its own independent determinalions
with respccl to conditions related too' o:casioned by Ihe existence mf such rule] ials all [lie Property.
THE NORTH CAROLINA ASSOCIATION OP RFALTORSQ), INC. AND THE NORTH CAROLINA BAR ASSOCIATION
MAKI> NO lid?PRESENTATION AS TO THE LEGAL VALIDITY OR ADEQUACY Of --ANY PROVISION OF THIS 17ORM IN
ANY SPECIFIC TRANSACTION. IF YOU DO NOT UNDERSTAND THIS FORM OR FEEL THAT IT DOES NOT PROVIDE
FOR YOUR LRGA1, NEEDS, YOU SHOULD CONSUI T A NORTH CAROI,INA REAL FS'I'A'IT /VITORNI Y 11Ii1:01tH Yoil
SIGN IT.
Page 7 of 8
❑uyer Initials `+- �', Seller Initials
tnrr lam rrom,ad tr Fonnulator0 eWMW1z
n e STANDARD FORM 5H9-T
ck- Revised 1/2011
o, D 7/2.012

I I U YEIt:
I It ivid Dal
Dale:
Date:
Business Entity
Glandon Forest Equut LLC
((Nome f Gntiry) 1
Name: George T. Barnes, Jr.
Title: Manager
Date:
SELLER:
Individual
George W. Ensley U
Dille:
Cindy G. Ensle
Date: f3
�fell
Bushless Entity
By: _
Name:
Title:
Date:
(Nainc of Entity)
The widersigned hereby acknowledges receipt of the En oesl Moncy scl forth herein aad agrees to hold said Earnest Money hi
aceordanee svllh the (eras hereof.
Weathersnoon & Voltz LLP
(Name 'of Pimi)
Date: _ By
Page 8 ol'R
STANDARD (FORM 580=P
W. Iv. prnJuxl tj: Fbrn 1atay0 600.4099612 Revised 1/2011
O 7/2012

EXHIBIT R
A►)1)3TIONAI, TERMS
Iinslcp/(ilnndon Rowr:l R,pgily, I,LC A+;nxam;nl
9'he terms of this Agreement shall include the following checked items, each of which shall be a
colldilion prrcedow to Closing;:
❑ 1. Reciprocal-Faseniunt-Attruellei l-with-Govcuanls-and-Raslriclions—l3uycr-and-Scller agree
to-exeoeto Fa d 1'eeoeEl-e-l2eeipvocal 13nsemenHvith-Fevennnts-and-Resllietiens,-igrsubstantinll}�tllc foem
: d I:ir,hcd d:::r;a ir:c:-Cs>:hihi(-I?TI-;d-C:Insi n;,:
CI 2. Suhdivision/Recombination—l3uycr-antd-Seller-aclolo\vlalgE-Ihul-the-properly�is-currently
not-a-loga I-subd ivideEUrcconibival-parcel—Sel der-ngrw::-lo-cooperate-with-l3uycr-in-oblaini ug-tho
nccossn 1,5-gevelaIn101IlaMpprova1-1e-subdwide/meombine-Nic--property-nnd-4 11-4 110--Nrepnroti nn-Enid
rueordiIIg of-any-required-subdivisionlleaombilintion-plAl-in-111n-counly-rel;isliy=l=hc-cost-of-such
sabdivisimiFreeonihinnlion-shnhI-be-the-solo-responsihility-oPhe-1ityer—Tho-legad-edoscription-of-tho
lZropE.4l.�LHsed-in-Fhe-Aer.El-Elel+vered-EEFelesi ny,�\vi I I-hErl/nt;eEl-erNbc+-reco�leEl-g:ubEJivivionh eeoE E E hi na I ion
plat:
❑ 3. Qosinf_-Gtintin} eli!-en I tiwbEtse Eif AEldilionnFl�ropeN;Y—F3uyer sl3urehElse Erf the I?roperly
uutder-tbE>-AgraemonFis-oantingent-upon-Buyer ptuohnsing-lbo-fptlowi+tg-ilesoribeE��ropel3y�lror-Before
Closing:
0 4. +ile lilun ApprovEil an l 12ceoipt-of=NceE sort'-Relauily—Ruyer-shn414mu ,e received -all
neeossnrj Site plan approvals,-otherrequirc El govel+iluentaM;ipeovnl9 onEly\er+l3it;�neeessary-for-the-14ttyer
le-dovalop-iho-I?roperl y-forvl3uyer'ri niendeEl-aso:
X 5. Tenant Anprovad of Site. Buyer's proposed tenant shall have made Buyer Aware of its
preliminary approval of the proposed pioject within 30 days following the Contract Date. Buyer is
responsible for making the Seller aware of said Approval.
0 G.
on-Ihe-fin
❑ 7. Access Io 1Mtitol�tie\Vel' Elild-UIi IIIIeti�SellerlA I'e5pellsil)Ie fed e11SElrlllg-tllfll tide-Izl'dp(n{y W
seweE�by waled sewer nnEl neee sny�ul+IiEies at Seller s s6le-eost-Emd-Wense, lit levels -adequate -to
supped-B uycr':;tic\rolopnicnl-of-Ihc-I?roperly-forl3uyer':riuleliEled-++Fe:
oP-the R+ope11y-1rr the ovol>t that Sollor-fails t�-close ngrtho-lzroporty pursuant to -the nfinementioneil
lea rehase-n nd-Sa le -A greeliient-n nd-does-not-nogtl i+e-fee-si nit>l e-ti t le-4o-i lie-12ropert"ii-or-before-t hie

x 9. Oil ler. - Set lei Coopoliltiol I. Sc I leralpecs to cooperile in it I i I I lely Illaill I In Mill mly and it I I
ol'BIlYcl-'s municipal perillitling procedilles, including hut not lilllilcd (o ill(! CXC.(;Illioll of*allyfuld all
d I i vcway, s I ol I I I waler, uI0'iiO o CO I it 10 1 OlO( I Wl' Applicil I iol Is that I c(p I i I �:s Set I cr; sigim I I I I (1 (11' co I ls(;IIf.
x 10. Mier. - D Ile D i I ig�!�. I 01yel shill I tim-mll d Copies o I, i Is d Ile d i I lepol Is to (11(;
S Sullcl
-as dicy
x 11. 0 1 11cr. - Right Wkwl n i I Ill Ic. B Ilycl-sl m I l have it Ill illy (30) (lily period Il-ol If Con I rild
Signing to obtain approval fiOII1 i(s intuilded 'I'Clliill(, or Ille Seller Shall have (Ile right (o lerillillate Illu
lralls;lclioll ns its sole discrolioll.
Fach (11, the lolcgoing is a coodilion picculcill to Closing, Ill Ille event thill mly ol, (Ile
albrenlell(ioncd colldifiolls plecedent ale not salisfied oil of. below Closing, Buycl Shall have file option ol,
cStendillf, Closing [ill. 111) to Ildity (30) days (o sit(isly any ol,flic ou(SMIlding condi(iolls precedulli. 11'such
oil IsIll Ild i I ]I'-Qol ill i (io Ils-Im coci lenl-a I c-nol-sa(isficd-wi ill i 11-11 lu�il Rol ell I cl it i olled-I hi I 0)-dIly-I lowi odToI--i F
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A;"loollicill.
ANY G-orEN-stoqs AP-t-:- AvAtL-A9L_L-- WIT14 ()AyKAtT-N7_ OF
ADD Mohmt__ +5;C0o N0Q-1?,0F(ANPA4_11-t;T- f;�Ep&5\-j;S.
IMYER: Glandoll Folest I,Aloi(y, 1.1c,
& -/ga) it Niolill Ciliolillil linlitud liability Company
1-1-1-13
I iy:
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Date:
I ly:
Name:
I 3y:
Name: CyWn+1A-
Dale: 1,11-13

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FIRST AMENDMENT TO AGREEMENT FOR PURCHASE AND SALE OF REAL
PROPERTY
THIS FIRST AMENDMENT TO AGREEMENT FOR PURCHASE AND SALE OF
REAL PROPERTY (the "First Amendment') is made as of the 3rd day of May, 2013 by and
between GLANDON FOREST EQUITY, LLC, a North Carolina limited liability company
(the "Buyer") and George W. and Cindy G. Easley (the "Seller").
WITNESSETH:
WHEREAS, Buyer and Seller entered into a certain Agreement for Purchase and Sale of
Real Property dated January 4, 2013 (the "Agreement') whereby Buyer contracted to purchase a
the property with a Tax Parcel Number of 7-018-049, and being more specifically referenced in
the Craven County Deed Book 1161, Page 539, being approximately 1.28 acres, and located at
2302 Hwy 70 East, in New Bern, from Seller (the "Property"); and
WHEREAS, the Buyer and Seller previously amended Section 1(b)(i) of the Contract, via
email correspondence, the date in which the Earnest Money would become non-refundable.
WHEREAS, the Buyer and Seller desire to amend and modify the Agreement as provided
herein.
NOW, THEREFORE, in consideration of the mutual covenants and conditions contained
herein, and other good and valuable consideration, the receipt and sufficiency of which are
hereby acknowledged, the parties hereto agree as follows:
1. The parties hereto hereby acknowledge, confirm and agree that the foregoing recitals
are true. Except as otherwise expressly provided herein, all defined terms used in this
First Amendment shall have the same respective meanings as are provided for such
defined terms in the Agreement.
2. Section l(b)(i) of the Agreement shall herein be amended such that the Earnest
Money shall become non-refundable on May 10`h, but shall remain applicable
towards the Purchase Price.
3. Section 1(c) of the Agreement shall herein be amended such that the Closing Date
shall be on or before June 24, 2013.
4. Section l(e) of the Agreement shall herein be amended such that the Examination
Period Closing Date shall end on May 31" , 2013.
5. Except as amended hereby, all terms and conditions of the Agreement shall remain in
full force and effect, and the parties hereto hereby ratify and affirm the terms and
conditions of the Agreement, as those terms and conditions are amended hereby.
6. This First Amendment shall be binding upon and shall inure to the benefit of Buyer
and Seller and their respective successors and assigns, and shall be construed under
the enforceable in accordance with the laws of the State of North Carolina.
Page 1 of 2

7. This First Amendment may contain more than one counterpart of the signature page,
and may be executed by affixing the signatures of each party to one of such
counterpart signature pages; all of such counterpart signature pages shall be read as
though one, and they shall have the same force and effect as though all of the signets
had signed a single signature page to this First Amendment.
IN WITNESS WHEREOF, the Buyer and the Seller have caused this instrument to be duly
executed, under seal, as of the day and year first set forth above.
BUYER:
GLANDON FOREST EQUITY. LLC (SEAL)
i
By: >.. ri (SEAL)
George T. Barnes. Jr., Manager
SELLER:
M3
M
(SEAL)
(SEAL)
Page 2 of 2

SE',CONI)ANJ1EIVlJIkW4TT0ACV'.h'aA1KNTVOR PURC:IWS'E, A.'N FI P;A1.R OF REAL
: ROV1iRT a'
TI IIS SIi('OND AM(?NDMIr.NT TO AL 1WEN4VN l' FOR PURCIIA! 1', AND SAIL 01'
REAL. PROPP.RTY Ithc "SGCOND Ana:ndntun") is ioadc as of the 'II *,i day of Alay. 2,013 by
mW Iowan CL,APlDON FOREST EQUITY, L EA% a North ('wHn;u lKinad liabililp co qug
([he *Buyer') and Grorge 1'r. and (Andy (b. F'.nsh;y (the Seller' ).
WI TNI�i: SF."'I'll:
1ttl-IERkiVf', Ruyer oud Seller cnlered into a certain Agrcc ne❑t lit, 11tw:hase and Sale of
heal Pruperly dalCd .lauuary 4, 201:; O.Iu: "Agwemcul') whereby (luyar contracted to purchase n
III(: properly with n'has Parcel Number o1 7-01 £1-049. and being more specifically referenced in
the OaVCll C:ouaty' Deed Soul: 1101- Page531'Wing gymxmmw y 118 cedm and low"d Of
2 02 Ibvp 70 F,ast, in New Bun, from Seller (lhc "Pmpcny"): and
V I IEREAS, the Litlyer and Seller pwviously anitcndcd sealion I (b)(i) of the Contract. via
email con'cspendencc; Ihe dale in which Ihe, kamcst Money would bCGUme tot-reI'll OdU le.
WHEREAS. the Liuver and Seller ezccuted a Fii:st Amcndnieut to the PnI'CIIaSC and Sale
of Real Propeny on May 30. 201.11, which amended Sections I(b)(i), l e), and Ile) of the
umomct
\MI113RC.AS, Lite 131.1ycr and Seller desire to rnnend and modify the Agreement as provided
Nod , TI'ICR.EPORU'., in consideration of the nunual cox'enonts and conditions container)
hercin, and other good and valuable consido ation, the receipt and cull icicncy of Which arc
hcrcb)• acknowledged, the parries huvto agme as follows:
1. The parties limvn hoot, ackno" Iedge, confirm and agree that the fomgoing runilals
are truce Except as otherwise expressly provided hercin. all &I'mcd terms used in this:
SECOND Amendment shall have the same respoAivc meanings as arc provided
such defined terms in the Agrcemem and previous Amendment.
2. Section 1(0)(i) or Ihe Agrcenent shall hercin be amended such that the F.mnest �•
rMoney ahall become non-refundable oll u;iy=17, ,, hot shall remain applicable J4rK-1S-i1 I3
towards the Purchase Pricy Opt W e.
l
� Iva-
3. Section I(c) of the Agrcemonl shall herein be amendul such that lie Closinr; Date
shall be oil or bclitrc July 15, 2013.
rl. Section Ile) of the Agrcemrnl shall hercin he amended such that Ilse 13samival iml
Period Closing Dale shall rand oa .tune I f)"I 2013.
:i. .'xccpt as amcndcd he'cky: all awrms and conditions of' the AL.,Icemcol shall runain in
full finco and C11CCt, and the panics hu'cto hocby Inlily and anion Ibe toms and
conditions of the Agtconcnt, as Ihosc lCIIIIS And a nCbfiOas arc NIHICILd.d hccahy.
gown I oft

' 6. This SECOND Amendment shall be binding upon and shall inure to the benefit of
Buyer and Seller and their respective successors and assigns, and shall be construed
under the enforceable in accordance With the laws of the State of North Carolina.
7. This SECOND Amendment may contain mm-e than one counterpart of the signature
page, and may be executed by Mixing the signatures of each party to one of such
counterpart signature pages; all ot'such counterpart signature pages shall be read as
though one, and they shall have the same force and ellect as though all of the signers
had signed a single signature page to this SECOND Amendmem.
IN WITNESS WHEREOF, the Buyer tmd the Seller have caused this instrument to be dulv
executed, under seal, as of the day and year SECOND set forth above.
BUYER:
GLANDON FOREST EQUITY, LLC (SEAL)
/ � t
By: '*` J (SEAL)
Georg T. emes, Jr., Manager
SELLER:
By: "&bInslev(SEAL)
Geor+ -nsley
4,KndSm
y
Page 2 of 2