SW6121104_HISTORICAL FILE_20121120

STORMWATER DIVISION CODING SHEET
POST —CONSTRUCTION PERMITS
PERMIT NO.
SW Z�s
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
&ZQ)z Z621C
YYYYMMDD

0576 R� �a�'� �'j}{rjC�3� P9. 596
PREPARED BY: F. STUART
RECEIVED
1.2--18 -toot AM 10:02, 12
oz'm GEORGE E. TA
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CUMBERLAND CO., N.C.
STATE OF NORTH CAROLINA COMMISSIONER'S DEED
COUNTY OF CUMBERLAND 5 b b 16
This deed, made this 12th day of November, 2001, by F. Stuart Clarke, Commissioner, to
ALFRED R. PITTMAN and wife, SANDRA C. PITTMAN, whose address is 2012 Crystal Springs
Road, Fayetteville, NC 28306;
WITNESSETH
That whereas F. Stuart Clarke was appointed comrissioner under an order ofthe District
Court of Cumberland County, North Carolina, in the tax foreclosure proceeding entitled "County
of Cumberland vs. Hilliard Hudson Wolfe, III" [File #00 CVD 83471, and F. Stuart Clarke was
directed by the order as commissioner to sell the property hereinafter described at public sale aRer
due advertisement according to law, and
Whereas F. Stuart Clarke, commissioner, did on the 14th day of November, 2001, offer
the land hereinafter described at a public sale at the Cumberland County Courthouse door, in
Fayetteville, North Carolina, and ALFRED R. PITTMAN and wife, SANDRA C. PITTMAN
became the last and highest bidder for said land for the sum of $14,100.00; and no upset or
increased bid having been made within the time allowed by law, and the sale having been
confirmed, and F. Stuart Clarke, commissioner, having been ordered to execute a deed to the
purchaser upon payment of the purchase money;
Now, in consideration of the premises and the sum of $14,100.00, receipt of which is
hereby acknowledged, F. Stuart Clarke, commissioner, does, by these presents, hereby bargain,
sell, grant, and convey to AI,FRED R. PIT WLkN and wife, SANDRA C. PITTMAN, and their
successors, heirs and assigns, that property situated in Cumberland County, North Carolina, and
described as follows:
LOT 1: Beginning at a stake in the western margin of McMillan Street, it being
the southeast corner of Lot 82, and runs thence with the eastern margin of
McMillan Street, South 26 degrees 55 minutes West 50 feet to a stake, the
~ northeast corner of Lot 84; thence with a line of Lot 94, North 63 degrees 57
ominutes West 135.5 feet to a stake in a lineof Lot 96; thence North 27 degrees 47
La minutes East 50 feet to a stake, a southwest corner of Lot 82; thence with a line of
Lot 82 South 63 degrees 57 minutes East 134,8 feet to a stake in the western
margi of McMillan Street, THE BhGINNING and being Lot 83, Map # I of the
survey of the C-B_ McMillan Lands, said maps beig duly regstered in Plat Books
#7, page 116, Cumberland County Registery, North Carolina,
LOT 2: Beginning at an iron pipe, this point being a corner of W.D. Canady's tract
of land recorded in Book 2002, Page 77, Cumberland County Registry. Also being
the Northeast corner tithe tract of land of which this is a part. Thence with a
Western line of W.D. Candy s tract of land South 18 degrees 03 tninute's West
378.77 feet to an iron pipe set in the Northeastern R/W margin of North Carolina
State Road No. 2252. Thence continuing with said line South 18 degrees 03
minutes West 35.00 feet to a railroad spike in the center line of North Carolina
State Road No. 2252. Thence with the center line of North Carolina State Road
No. 2252 North 40 degrees 57 minutes West 803.35 feet to a railroad spike, a
point in the Northern line of the tract of land which this is a part. Also being a
point in a Southern line of W.D. Canady's tract of land. Thence with W.D.
Canady's line South 71 degrees 57 minutes East 58.24 feet to an iron pipe in the
Northwestern R/W margin of North Carolina State Road No. 2252. Thence
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5634
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continuing with said Canady line South 71 degrees 57 minutes Fast 630.27 feet to
the point of beginning containing 3.27 acres more or less. The above parcel of
land lying on the Eastern side of North Carolina State Road No. 2252 and being
pan of a tract of land recorded in Book 499, Page 290, Cumberland County
Registry.
This conveyance is made subject to county and city property taxes, the payment of which
shall be assumed by the purchaser. To have and to hold the aforesaid tract of land, to ALFRED R.
PiTTMAN and wife, SANDRA C. PITTMAN, and their successors, heirs and assigns forever, in
as full and ample manner as F. Stuart Clarke, commissioner, is authorized and empowered to
convey the same.
in witness whereof, F. Stuart Clarke, commissioner, has hereunto set his or her hand and
seal.
(SEAL)
F. STUART CLARKE
Commissioner
STATE OF NORTH CAROLINA
COUNTY OF MOORE
1, MARY K. LATHAM, of the above county and state, do hereby cenify that F ;STUA4T
CLARKE, Commissioner, grantor, personally appeared before me this day and ackntiwrl0ged;the,•
execution of the foregoing deed.
Witness my hand and official seat this 121h day of December, 2001.
My conunission expires 6115/2003. w...
Notary Pub i
The foregoing Certi
certified ro tsc catew. This instrument and that�eniFicate are duly registered at the date and time and in the Rnnh and Page shown on the first page
t nts.r, r.. rAt nt REGISTER Or MEW FOR C MBER1,AND
ISy _, . _ — _.1_x_w—n thpuy/Aa6m n+ . Register of [hods

North Carolina Secretary of State
Page I of I
North Carolina
Elaine F. Marshall DEPARTMENT OFTME
Secretary SECRETARY oFr STATE
PO Box.29622 Raleigh. NC 2762"622 [phone]
Date: 2/22/2012
Click here to:
View Document Filings I Sign Up for E-Notifications 1
i Pre -populated Annual Report Fillable PDF Form I File an Annual Report I
Corporation Names
Name
Name Type
NC PAR 5
DEVELOPMENT GROUP, LEGAL
L.L.C.
Limited Liability Company Information
SOSI D:
1043159
Status:
Current -Active
Effective Date:
5/13/2008
Annual Report Due
Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration,
12J31/2058
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
CLODFELTER, BRIAN R.
Office Address:
2860-B NC HWY 5
ABERDEEN NC 28315
Mailing Address:
2860-B NC HWY 5
ABERDEEN NC 28315
Principal Office
Office Address:
2860-B NC HWY 5
ABERDEEN NC 28315
Mailing Address:
2860-B NC HWY 5
ABERDEEN NC 28315
Officers
Title:
MANAGER
Name:
BRIAN R CLODFELTER
Business Address:
136 BARNES PT.
WEST END NC 27376
Title: MANAGER
Name: RUDY L PITTMAN
Business Address: 15 OAKMONT CIRCLE
PINEHURST NC 28374
Nov i ZI,�z
D[=NR - WRTI QUALITY 'ands S str r„� _�_
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKS) system. Version:
2194
http://www.secretary.state.nc.us/corporation.VCorp.aspx?Pitemid=8808107 2/22/2012

AGREEMENT FOR PURCHASE AND SALE OF REAL PROPERTY
THIS AGREEMENT including any and all addenda attached hereto ("Agreement'), Is by and between PAR 5
DEVELOPMENT LLC ("Buyer"), and ALFRED R. PITTMAN AND WIFE, SANDRA C. PITTMAN ("Seller"),
FOR AND IN CONSIDERATION OF THE MUTUAL_ PROMISES SET FORTH HEREIN AND OTHER GOOD AND
VALUABLE CONSIDERATION, THE RECEIPT AND SUFFICIENCY OF WHICH ARE HEREBY ACKNOWLEDGED,
THE PARTIES HERETO AGREE AS FOLLOWS:
Section 1. Terms and Definitions: The terms listed below shall have the respective meaning given them as set forth
adjacent to each term.
(a) "Prosy": (Address) Chicken Foot Road, Mope Mills, Cumberland County, North Carolina.
(Legal Description) A roximateIV 2.80 acres, Parcel ID_# 0423-50-1057-, located on Chicken Foot Road near the
intersection of Sand Hill Road. Hooe Mills, Cumberland County, North Carolina, as outlined in red and
more particularly described on Exhibit A, which is attached to and made a part of this agreement.
® If this box is checked, "Property" shall mean that properly described on Exhibit A attached hereto and
Incorporated herewith by reference as if fully set forth herein, together with all buildings and improvements thereon and
all fixtures and appurtenances thereto and all personal property, if any, itemized on Exhibit A.
$ 320.000 (b) "Purchase Price" shall mean the sum of Three Hundred Twenty Thousand Dollars, payable on the
following terms:
$ 5,000 (i) "Earnest Money" shall mean Five Thousand Dollars or terms as follows:
Upon acceptance of this contract, the Earnest Money shall be promptly deposited in escrow with Robbins.
May & Rich, LLP (name of person/entity with whom deposited), to be applied as part payment of the
Purchase Price of the Properly at Closing, or disbursed as agreed upon under the provisions of Section 9
herein. Upon the expiration of the Examination Period, the Earnest Money shall become non-refundable
to Buyer but shall apply to the Purchase Price.
® ANY EARNEST MONEY DEPOSITED BY BUYER IN A TRUST ACCOUNT MAY BE PLACED IN AN
INTEREST BEARING ACCOUNT. ANY INTEREST EARNED THEREON SHALL BELONG TO THE ACCOUNT
HOLDER IN COSIDERATION OF THE EXPENSES INCURRED BY MAINTAINING SUCH ACCOUNT AND
RECORDS ASSOCIATED THEREWITH.
$ NIA ii) Proceeds of a new Loan in the amount of NIA Dollars for a term of NIA years, at an Interest
rate not to NIA % per annum with mortgage loan discount points not to exceed ,_NIA % of the loan
amount; Buyer shall pay all costs associated with any such loan.
$ NIA (ill) Delivery of a promissory note secured by a deed of trust, said promissory note in the amo t of
NIA Dollars being payable over NIA months In equal monthly installments of principal ith
accrued interest on the outstanding principal balance at the rate of N/A percen _ ,
with the first principal payment beginning on the first day of the mon rand
f
Closing. At any time, the promissory note may be prepaid in whole or in h tho t
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ffilyerliiitinlst—� t� Seller3 lia1

further interest on the amount prepaid from the dale of such prepayment. A partial prepayment will be
credited against the next Installment of principal due, In the event of Buyer's subsequent default upon a
promissory note and deed of trust given hereunder, Seller's remedies will be limited to foreclosure of the
Property.
$ NIA (iv) Assumption of that unpaid obligation of Seller secured by a deed of trust on the Property, such
obligation having an outstanding principal balance of $ NIA and evidenced by a note bearing interest at
the rate of NIA percent ( NIA %) per annum, or NIA .
$ 315,000(v) Cash, balance of Purchase Price, at Closing in the amount of Three Hundred Fifteen Thousand
Dollars.
(c) "Closine" shall mean the date and time of recording of the deed. Closing shall occur on or before thirty
(30) days after the expiration of the Examination Period. At Buyer's election, Closing may occur on an earlier
date, with ten days advance notice to Seller.
(d) "Contract Dato" means the date this Agreement has been fully executed by both Buyer and Seller.
(e) "Examination Period" shall mean the period beginning on the Contract Data and extending until
September 30, 2012. The Buyer shall have the option to extend the Examination Period for two additional thirty
(30) day periods upon the payment of additional Earnest Money in the amount of $2,000 for each requested
extension. The additional Earnest Money shall be non-refundable to Buyer but shalt apply to the Purchase Price.
TIME IS OF THE ESSENCE AS TO THE EXAMINATION PERIOD.
(f) "Brokers shall mean: Jonathan Jordan with Clift Commercial Real Estate Services
representing the Seller and None representing the Buyer. Al closing, Seller shall pay such brokers a
commission pursuant to a separate agreement. Buyer and Seller represent and warrant that there are no other
real estate brokers or sales agents involved in this transaction and Buyer and Seller agree to indemnify the other
against any commission, finder's fees, expenses and other charges claimed by real estate brokers other than
those stated above.
(g) "Intended Use" shall mean the use of the Property for the following purpose: retail sales and general
commercial uses,
(h) "Seller's Notice Address" shall be as follows:
Mr. & Mrs. Alfred R. Pittman
2012 Crystal Springs Road
Fayetteville, NC 28306
except as same may be changed pursuant to Section 11.
(€) "Buyer's Notice Address" shall be as follows:
Par 5 Development, LLC
2860 - B NC Hwy 5
Aberdeen, NC 28315
except as same may be changed pursuant to Section 11.
❑ 0) If this block is marked, additional terms of this Agreement are set forth on Exhibit B attached hereto and
Incorporated herein by reference.
(page 2 of S)
11 6�2
1111yer Initill5 _ " Seller Inilin .
L• :_ �I

Section 2. Proration of Expenses and Payment of Costs: Seller and Buyer agree that all property taxes ton a
calendar year basis), leases, rents and utilities or any other assumed liabilities as detailed on attached Exhibit B, if any,
shall be prorated as of the date of Closing. Seller shall pay for preparation of a deed and all other documents necessary. to
perform Seller's obligations under this Agreement, excise tax (revenue stamps), and other conveyance fees or taxes
required by law, and the following: NIA . Buyer shall pay recording cost, costs of any title search, title
insurance, survey and the following:.___._NIA Each party shall pay its own attorneys' fees,
Section 3. Sale of Property and Payment of Purchase Price, Seller agrees to sell and Buyer agrees to buy the
Property for the Purchase Price.
Section 4. Deliveries: Seller shall deliver to Buyer as soon as reasonably possible after the Contract Date copies of all
title information In possession of or available to Seller, including but not limited to: title insurance policies, attorney's
opinions on title, surveys, covenants, deeds, notes and deeds of trust and easement relating to the Property. Seller
authorizes (1) any attorney presently or previously representing Seller to release and disclose any title insurance policy in
such attorney's file to Buyer and both Buyer's and Seller' agents and attorneys; and (2) the Property's title insurer or its
agent to release and disclose all materials in the Property's title insurer's (or title insurer's agent's) file to Buyer and both
Buyer's and Seller's agents and attorneys. Seller shall also deliver to Buyer as soon as reasonably possible after the
Contract Date copies of all presently effective warranties or non -terminable service contracts related to the Property. If
Buyer does not consummate the Closing for any reason other than Seller default, then Buyer shall return to Seller all
materials delivered by Seller to Buyer pursuant to this Section 4, if any, and shall, upon Seller's request, assign and
transfer to Seller all of its right, title and interest in and to any and all studies, reports, surveys and other information, data
and/or documents relating to the Properly prepared by or at the request of Buyer, its employees and agents, and shall
deliver to Seiler, upon the release of the Earnest Money, copies of all of the foregoing without any warranty or
representation by Buyer as to the contents, accuracy or correctness thereof.
Section 5. Evidence of Title: Seller agrees to convey fee simple marketable and insurable title to the Property by
general warranty deed subject only to the exceptions hereinafter described. Seller represents and warrants that Seller is
the fee sirnple owner of the Property, and at Closing, Seller shall deliver to Buyer fee simple marketable and insurable title
to the Property, free and clear of all liens, encumbrances, leases, tenancies and defects of title other than zoning
ordinances affecting the Properly, utility easements of record serving the Property, taxes not yet due and payable, road
rights -of -way of record and those other encumbrances, reservations, restrictions and easements and other exceptions set
forth on Exhibit C attached hereto ("Permitted Exceptions").
Section B. Conditions: This Agreement and the rights and obligations of the parties under this Agreement are hereby
made expressly conditioned upon fulfillment (or waiver by Buyer, whether explicit or implied) of the following conditions:
(a) New Loan: The Buyer must be able to obtain the loan, if any, referenced in Section I(b)(ii), Buyer must be
able to obtain a firm commitment for this loan on or before NIA , effective through the date of Closing. Buyer agrees
to use its best efforts to secure such commitment and to advise Seller immediately upon receipt of lender's decision. On
or before the above date, Buyer has the right to terminate this Agreement for failure of the new loan condition by
delivering to Seller written notice of termination by the above date, ffine being of the essence. If Buyer delivers such
notice, this Agreement shall be null and void and Earnest Money shall be refunded to Buyer. If Buyer fails to deliver such
notice, then Buyer will be deemed to have waived the loan condition. Notwithstanding the foregoing, after the above date,
Seller may request in writing from Buyer a copy of the commitment letter. If Buyer fails to provide Seller a copy of the
commitment teller within five (5) days of receipt of Seller's request, then Seller may terminate this Agreement by written
notice to Buyer at any time thereafter, provided Seller has not then received a copy of the commitment letter, and Buyer
shall receive a return of Earnest Money.
(b) Qualification for rinancing: If Buyer is to assume any Indebtedness in connection with payment of the
Purchase Price, Buyer agrees to use its best efforts to qualify for the assumption. Should Buyer fail to qualify, Buyer shall
notify Seller in writing immediately upon lender's decision, whereupon this Agreement shall terminate, and Buyer shall
receive a return of Earnest Money.
��/{Paggee 3 of 8)
Unycr lniriniv�( %r.. SelkI initials

(c) Title Examination: After the Contract Date, Buyer shall, at Buyer's expense, cause a title examination to be
made of the Property before the end of the Examination Perlod, In the event that such titie examination shall show that
Seller's title is not fee simple marketable and insurable, subject only to Permitted Exceptions, then the Buyer shalt
immediately notify the Seller in writing of all such title defects and exceptions, as of the date Buyer learns of the title
defects, and Seller shall have thirty (30) days to cure said noticed defects. If Seller does not cure the defects or objections
within such thirty (30) days of notice thereof, the Buyer may terminate this Agreement and receive a return of Earnest
Money (notwithstanding that the Examination Period may have expired). If Buyer is to purchase title insurance, the
Insuring company must be licensed to do business in the state in which the Property is located. Title to the Property must
be insurable at regular rates, subject only to standard exceptions and Permitted Exceptions.
(d) Intended Use: If Buyer determines, prior to the date of Closing, that use of the Property for its Intended Use
will violate any private restrictions or governmental regulations, then Buyer may terminate this Agreement by written
notice and receive a return of the Earnest Money, and neither party shall then have any further obligations in connection
with this Agreement.
(e) Same Condition: If the Property is not In substantially the same condition at Closing as of the date of the
offer, reasonable wear and tear excepted, then the Buyer may terminate the Agreement and receive a return of the
Earnest Money.
(0 Inspections: Buyer, its agents or representatives, at Buyer's expense and at reasonable times during normal
business hours, shall have the right to enter upon the Property for the purpose of Inspecting, examining, performing soil
boring and other testing, conducting timber cruises, and surveying the Property. Buyer shall also have a right to review
and inspect all leases, contracts or other agreements affecting or related directly to the Property and shall be entitled to
review such books and records of Seller as relate directly to the operation and maintenance of the Property. Buyer
assumes all responsibility for the acts of itself, its agents or representatives in exercising its rights under this Section 6(f)
and agrees to indemnify and hold Seller harmless from any damages resulting therefrom. Except as provided In Section
6(c) above, Buyer shall have from the Contract Date through the end of the Examination Period to perform the above
inspections, examinations and testing. If, prior to the expiration of the Examination Period, Buyer chooses not to
purchase the Property, for any reason or no reason, and provides written notice to Seller thereof, then this Agreement
shall terminate, and the Earnest Money shall be promptly returned to Buyer.
Section 7. Environmental: Seller represents and warrants that it has no actual knowledge of the presence or disposal
within the buildings or on the Properly of hazardous or toxic waste or substances, which are defined as those substances,
materials, and wastes, including but not limited to, those substances, materials and wastes listed In the United States
Department of Transportation Hazardous Materials Table (49 CFR 172.101) or by the Environmental Protection Agency
as hazardous substances (40 CFR Part 302.4) and amendments thereto, or such substances, materials and wastes,
which are or become regulated under any applicable local, state or federal law, Including, without limitation, any material,
waste or substance which is (I) petroleum, (ii) asbestos, (iii) poiychtorinated biphenyls, (iv) designated as a Hazardous
Substance pursuant to Section 331 of the Clean Water Act of 1977 (33 U.S.G. § 1321) or listed pursuant to Section 307 of
the Clean Water Act of 1977 (33 U.S.C. § 1317) (v) defined as a hazardous waste pursuant to Section 1004 of the
Resource Conservation and Recovery Act of 1976 (42 U.S.C. § 6903) or (vi) defined as a hazardous substance pursuant
to Section 101 of the Comprehensive Environmental Response, Compensation and Liability Act of 1980 (42 U.S.C. §
9601), Seller further slates that it has no actual knowledge of any contamination of the Property from such substances as
may have been disposed of or stored on neighboring tracts, and It has no reason to suspect that such use or disposal has
occurred, either during or prior to its ownership of the Property.
Section 8. Risk of Loss/Damage/Repair., Until the Closing, the risk of loss or damage to the Property, except as
otherwise provided herein, shall be borne by Seller. In the event the Property is damaged so that the Property cannot be
conveyed in substantially the same condition as it was on the date of the offer, Buyer may elect to terminate this
Agreement, and the Earnest Money shall be returned to the Buyer. Except as to maintaining the Property in its same
condition, Seller shall have no responsibility for the repair of the Properly, including any improvements, unless the parties
hereto agree in writing.
buyerInili®92 Seller Initials ��/�

Section 9. Earnest Money Disbursement: In the event this offer is not accepted, or In the event that any of the
conditions hereto are not satisfied, or in the event of a breach of this Agreement by Seller, then the Earnest Money shall
be returned to Buyer, but such return shall not affect any other remedies, including an action for specific performance,
available to Buyer for such breach. In the event this offer Is accepted and Buyer breaches this Agreement, then the
Earnest Money shall be paid to Seller as liquidated damages and as Seller's sole remedy, and Seller waives any other
available remedies. NOTE: In the event of a dispute between Seller and Buyer over the return of forfeiture of Earnest
Money held in escrow by a licensed real estate broker, the broker is required by state law to retain said Earnest Money in
Hs trust or escrow account until it has obtained a written release from the parties consenting to its disposition or until
disbursement is ordered by a court of competent jurisdiction.
Section 10. Closing: At Closing, Seller shall deliver to Buyer a General Warranty Deed and other documents
customarily executed by a seller in similar transactions, including without limitation, a bill of sale for any personal properly
listed on Exhibit A, an owner's affidavit, lien waiver forms and a non -foreign status (pursuant to the Foreign Investment In
Real Property Tax Act), and Buyer shall pay to Seller the Purchase Price. At Closing, the Earnest Money shall be applied
as part of the Purchase Price. The Closing shall be held at the office of Buyer's attorney or such other place as the
parties hereto may mutually agree. Possession shall be delivered at closing, unless otherwise agreed herein.
Section 11. Notices: Unless otherwise provided herein, all notices and other communications which may be or are
required to be given or made by any party to the other in connection herewith shall be in writing and shall be deemed to
have been property given and received on the date delivered in person or deposited in the United Slates mail, registered
or certified, return receipt requested, or by overnight carrier with written proof of delivery, to the addresses set out in
Section 1(h) as to Seller and in Section 1(i) as to Buyer, or at such other addresses as specified by written notice
delivered in accordance herewith.
Section 12. Entire Agreement: This agreement constitutes the sole and entire agreement among the parties hereto and
no modification of this Agreement shall be binding unless in writing and signed by all parties hereto.
Section 13. Enforceability: This Agreement shall become an enforceable contract when a fully executed copy has
been communicated to both parties. This Agreement shall be binding upon and inure to the benefit of the parties, their
heirs, successors and assigns and their personal representatives.
Section 14, Adverse Information and Compliance with taws:
(a) Seller Knowledge: Seiler has no knowledge of (i) condemnation(s) affecting or contemplated with respect to
the Property; (ii) actions, suits or proceedings pending or threatened against the Property; (iii) changes contemplated In
any applicable laws, ordinances or restrictions affecting the Property; (iv) private restrictions or governmental regulations
that would prohibit the Intended Use or (v) governmental special assessments, either pending or confirmed, for sidewalk,
paving, water, sewer, or other improvements on or adjoining the Property, and no owners' association special
assessments, except as follows: . (Insert "None" or the identification of such assessments, if any):
Seller shall pay all owners' association assessments and all governmental assessments, if any, unless otherwise agreed
as follows: . Seller represents that the regular owners' association dues, if any, are $ N/A ._ per NIA
(b) Compliance; To the best of Seller's knowledge and belief, (i) Seller has complied with all applicable laws,
ordinances, regulations, statutes, rules and restrictions pertaining to or affecting the Property; (ii) performance of the
Agreement will not result in the breach of, constitute any default under or result in the imposition of any lien or
encumbrance upon the Property under any agreement or other instrument to which Seller Is a party or by which Seller or
the Properly is bound; and (iii) there are no legal actions, suits or other legal or administrative proceedings pending or
threatened against the Property, and Seller Is not aware of any facts which might result in any such action, suit or other
proceeding.
Section 16, Survival of Representations and Warranties: All representations, warranties, covenants and agreements
made by the parties hereto shall survive the Closing and delivery of the deed. Seller shall, at or within six (6) months after
the Closing, and without further consideration, execute, acknowledge and deliver to Buyer such other documents and
�s (if 8)
Buyer biirinI Seller Inilinis

instruments, and take such other action as Buyer may reasonably request or as may be necessary to more effectively
transfer to Buyer the Property described herein in accordance with this Agreement.
Section 16. Applicable Law: This Agreement shall be construed under the laws of the state in which the Property is
located.
Section 17. Tax -Deferred Exchange: In the event Buyer or Seller desires to effect a lax -deferred exchange In
connection with the conveyance of the Property, Buyer and Seller agree to cooperate in effecting such exchange;
provided, however, that the exchanging party shall be responsible for all additional costs associated with such exchange,
and provided further, that a non -exchanging party shall not assume any additional liability with respect to such tax -
deferred exchange, Seller and Buyer shall execute such additional documents, at no cost to the non -exchanging party, as
shall be required to give effect to this provision.
Section ill. Assignment: Buyer may assign this Agreement upon written notice to Seller.
Section 19, Authority. Each signatory to this Agreement represents and warrants that he or she has full authority to
sign this Agreement and such Ihstrirmerits as may be necessary to effectuate any transaction contemplated by this
Agreement on behalf of the party for whom he or she signs and that his or her signature binds such party. Any signature
on a copy of this Agreement sent electronically or by facsimile shall be binding upon transmission and the electronic or
facsimile copy may be utilized for the purpose of this Agreement.
Section 20. Subdivision and Easements: If a lot line adjustment or subdivision Is required to create the Property and if
the natural flow of surface water from the Property drains onto Seller's remaining property, then Seller will grant Buyer a
non-exclusive Drainage Easement over Seller's remaining property. The Drainage Easement will be granted at no cost to
Buyer, but Buyer will pay the cost of preparation and recordation of the document at closing.
THIS DOCUMENT IS A LEGAL DOCUMENT. EXECUTION OF THIS DOCUMENT HAS LEGAL CONSEQUENCES
THAT COULD BE ENFORCEABLE IN A COURT OF LAW. IF YOU DO NOT FEEL THIS DOCUMENT MEETS YOUR
NEEDS, YOU MAY WISH TO CONSULT YOUR ATTORNEY.
BUYER: SELLER:
PAR 5 DEVELOPME T ,
By:
Name: .e- r,'
Manager
Date:
Date: j:;� 2- k— / -7--
SEAL)
(SEAL)
The undersigned hereby acknowledges receipt of the Earnest Money set forth herein and agrees to hold said
Earnest Money In accordance with the terms hereof.
Robbins, May & Rich, LLP
Date: By:
(Pnga G or 8)
H117'oe luilia 5elfer IniIiais �

(Page 7 of 8)
Bayer frar ials 5cllcr Inilinls _ _� %�

EXHIBIT A
Legal Desceiplion
042.3-11--8812-
0422094835-
04 2214 3P 7 -
0422490299-
421 425
0422� 9A175- IV 0+i2L-�ia;92�,�i-
} 1 ;i
A 113
r .}irk /042249-6151-MAN
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642004od 7-
S O
oq2w9-2g42-
,CA 1 923
0422-s,'9 ')0394 -
�j� 04 22-3ti 560 7-
t1'tagc 8 oft)
Buyer 14d -7-(- Seller Initials _ _ 1,119
04 22-O90 208-
0422=3y V704-

Application Completeness Review
ff First Submittal ❑ Re -submittal Date Received: l 1aDate Reviewed: " 2` .1 Z By7�
Development/Project Name: '0ouhK 4;CAI+u44-c c 1c.Ka..v r.-T IQ>
Receiving stream name 6-R4Y5 c-leX. classification: '3
For post -construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HQW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy.
High Density Projects that require a 401 /404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six We Creek Water Sheds):
Latitude and Longitude: 3'1'53-'5- 3'�✓ �g� } `� SS�'++� Jurisdiction 5T6T4
Project Address: CtfJGKA4v Po T 1(0 t +-L,S
Engineer name and firm: mdATH• 1,✓+A3wV1t-rN, A _ c.4 L
___Src.c/ Few/ems
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets 8'Igh Density ❑ Other
mo ❑ 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or addinfo letter)
i�r BUA 2g IS.
®' Check for $505.00 included
Original signature (not photocopy) on application
oY Legal signature (Corporation-VP/higher, Partnership -General Partnerlhigher LLC-memberlma er, Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.nc.us/corporations/thepage.aspx
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
r✓tt ❑ For subdivided projects, a signed and notarized deed restriction statement
a' Sealed, signed & dated calculations
V_ Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
tK' Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Rooftop Runoff Management
❑ Sand Filter
❑ Stormwater Wetland
❑ Wet Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
mr"� Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
n' Narrative Description of stormwater management provided
E3' Soils report provided
Wetlands delineated or a note on the plans that none exist on site and/or adjacent property
m- Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter-,
Dimensions & slopes provided
a" --Drainage areas delineated Pervious and impervious reported for each "4 ❑ Areas of high density
e,"'lnspection and maintenance agreements provided
Application complete ❑ Application Incomplete Returned: (Date)
Comments N 2 A/A"-,ti K�
February 9, 2009 Revision

SL 2006-246, Section 9 Post Construction Requirements for Non -Coastal Counties
Law -density ptoaects ; • { -
❑ No more than two dwelling units per acre or 24% built -upon area;
❑ Vegetated conveyances to the maximum extent practicable;
❑ Built -upon areas at least 30 feet landward of perennial and intermittent surface waters;
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures.
High density projects
❑ Control and treat runoff from the first one -inch of rain.
❑ Runoff volume drawdown time must be a minimum of 48 hours, but not more than 120 hours;
❑ Discharge the storage volume at a rate equal to or less than the predevelopment discharge rate for the
one-year, 24-hour.storm. ' :3 : ,. „•
❑ Achieve 85%"average annual removal of total suspended solids. " r Y• ' ' '
❑ For BMPs that require a, separation from the seasonal.hti'gh-wbter,ttab•le (SHVVT);the separation shall include
at least 12 inches of naturally'occu'rring soil 'atiove the SHWT. `
❑ Stormwater management measures must comply with the General Engineering Design Criteria For All
Projects requirements listed in 15A NCAC 2H .1008(c);
❑ All built -upon areas are at least 30 feet landward of perennial and intermittent surface waters;.
❑ Deed restrictions, protective covenants, an&or other restrictive language/measures
❑ Provide a mechanism to require long-term operation and maintenance of Best Management Practices
Goose Creek, Six Mile Creek and Waxhaw Creek Watersheds
Buffer Requirements
❑ Undisturbed riparian buffers within 200 feet of water bodies within the 100-Year Floodplain and within 100 feet
of water bodies that are not within the 100-Year Floodplain. Exceptions to the undisturbed buffer
requirements are set forth in 15A NCAC 026 .0607
'S
Stormwater Controls as required by 15A NCAC 02B .0602
❑ Control and treat the difference between the pre -development and post -development conditions for the one-
year, 24-hour storm with structural controls.
❑ Development and redevelopment shall implement stormwater management measures that promote infiltration
of flows and ground water recharge for the purpose of maintaining stream base flow.
❑ 85% average annual removal of total suspended solids.
❑ Draw down the treatment volume no faster than 48 hours, but no slower than 120 hours, for detention ponds.
❑ Discharge the storage volume at a rate equal or less than the pre -development discharge rate for the one-
year, 24-hour storm.
❑ Meet design or stormwater management measures set forth in 15A NCAC 2H .1008.
High Density Projects that require a 4011404 within an NSW
❑ 85% TSS
❑ 30% TN
❑ 30% TP
February 9, 2009 Revision

CALL SIGN
E N G I N E E R S
Date: November 19, 2012
Re: Stormwater Management Permit Package Contents
Dollar General Store - Chicken Foot Road
Cumberland County, NC
Package Contents:
1. Check for $505
2. Original - SWU-101 Permit Application Form
3. Copy - SWU-101 Permit Application Form
4. S.O.S Documentation showing Par 5 Development Group, LLC
5. Original Deed of Alfred Pittman Property
6. Offer to Purchase Alfred Pittman property by Par 5 Development Group
7. Required Items Checklist
8. Original - Signed and Executed O&M Agreement
9. Copy - Signed and Executed O&M Agreement
10. Stormwater Management Plan and Computations (Contains
Supplemental Forms, supporting calculations, soils report, etc.)
11.2 sets of full-sized sets of construction drawings
If you need additional information, or have any questions, please contact me
([e-mail]; 910-486-0700)
Thanks,
eath Wadsworth, PE, LEED AP
''W7-_`
PJO V 2 0 1012
104 GILLESPIE STREET
I FAYETTEVILLE
I NORTH CAROLINA 1
28301 1 910.496.0700
I CALLSIGNENGINEERS.COMM
SC NviCE Oil.r�to VFr6111 011C0
BVALL BUSINESS
'

CALL SIGN
E N G I N E E R S
November 19, 2012
NCDENR, Division of Water Quality
Attn: Stormwater Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Dollar General Store -- Chicken Foot Road
Cumberland County, NC
Dear Sirs:
Attached is information pertaining to an application for a Stormwater Management
Permit for the above referenced project. Attached to this package is a list of items that
are included in the package.
Should you have any questions or require additional information, please do not hesitate
to contact either me at 910.486.0700.
Sincerely,
CALL SIGN ENGINEERS
r
C. Heath Wadsworth, PE, LEED AP
104 GILLESPIE STREET I FAYETTEVII.LE I NORTH CAROLINA 1 213301 1 910.486.0700 1 CALLS IGN E NGI N E E RS.COM
SLUY�CE'[1IS�XL EO VEiEx OWNED 5M 115 SIN

Stormwater Management Plan
And
Computations
Dollar General Store — Chicken Foot Road
Cumberland County, NC
Prepared For:
PAR.
n$vs1.OPMENT
Par 5 Development Group, LLC
2860-B NC 5 HWY
Aberdeen, NC 28315
Contact: Brian Clodfelter
Prepared By:
CALL SIGN
E N G I N E E R S
104 Gillespie Street
Fayetteville, NC 28301
Lic. No. C-3485
Hydraulics Engineer:
C. Heath Wadsworth, PE, LEER AP
Lic. No. 28421
November, 2012

1. Project Location.
The project site is located in Cumberland County, NC on Chicken Foot Road near its
intersection with Sand Hill Road. See the below Vicinity Map.
Vicinity Map - Approximate site limits shown in red (north pointing towards top of page).
2. Existing Condition;
The project site consists of one parcel with a site area of approximately 2.58 acres. The
pre -development site is an undeveloped, wooded parcel, consisting of small pine trees
with some hardwoods mixed in. See the Pre -Development Map in the Appendix of this
report.
Soil Infiltration: A soil evaluation was performed on -site by Southeastern Soil &
Environmental Associates, hic_ Hand auger borings were used to evaluate soils
conditions relative to the proposed stormwater device. Based upon the soils
encountered in the soil test boring within the basin footprint, the soils near the proposed
basin bottom were estimated to drain at a rate of approximately 2.4 inches per hour (See
SB2 in Soils Report). For the proposed design, an infiltration rate of 1.2 inches per hour
was used, in order to be conservative. The Seasonal High Groundwater Table (SHWT)
was estimated to be 95 inches below the ground surface. The soils report has been
included in the Supporting Documentation section of this Report. The proposed
infiltration basin has a footprint that is approximately 4,600 square ft; therefore, only on
bo & was jjsed.
Dollar General Store -Chicken Foot Road
Stormwater Management Report 11/01/2012

3. Proposed Condition:
The proposed site/grading plans (CS01 and CGOa) and stormwater BMP are shown in
the Supporting Documentation section of this report. The site and grading plans
propose to re -grade the site so that it can be utilized as a Dollar General Store. The
proposed site will consist of parking, a 9,100 sq. ft. building, and the proposed
Stormwater Control Measure, which is a1n infiltration basin.
Since the existing site is an undisturbed wooded area, the proposed Dollar General Site
is considered as new development, or built -upon area. The proposed site is considered
as high -density. since it has a built -upon area greater than twenty-four percent (24%).
Therefore, the proposed stormwater controls are being installed to meet the post -
construction stormwater permitting rules for high -density development as regulated by
NC Division of Water Quality — Coastal Rules. The proposed stornnwater BMP is all
infiltration basin. The subsequent sections outline the design functionality of the
proposed stormwater control_ The NCDENR-DWO required documentation is
included in the Supporting Documentation section of this report.
Pre -Development Landuse_
Area (sq. ft.)
Curve Number (CN)
7Landuse
Woods
112,192
30 (HSG A)
Total Site
112,192 (2.58 ac)
Post -Development Landuse:
Area into Infiltration Basin
Landuse
Area (sq. f0
Curve Number (CN)
Open Space
13,284
39 (HSG A)
Built -upon Area
30,633
Total
43,917 (0.99 ac)
Area not into Infiltration Basin
Woods
67,026
30 (HSG A)
Built -upon Area
1,249
Small section of driveway
Total Site
112,192 (2.58 ac)
28.4% Built -upon Area
Dollar General Store Sicken Foot Road
Stormwater Management Report 11/01/2012

4. Methodologies and Parameters:
Drainage Area: A combination of GIS mapping, field recormaissance, and topographic
surveys were used to estimate the drainage area and patterns, as well as the landuse.
See the Pre- and Post -Development Drainage Area Maps in the Supporting
Documentation section for further detail_
Rainfall: The Precipitation Frequency Data Server (PFDS) provided by NOAA's
National Weather Service was used to determine rainfall depths for the 1-yr, 10-yr, and
100-yr, 24-hour storms within the vicinity of Fayetteville, NC.
Hydrology: The Natural Resource Conservation Service (NRCS) Curve Number (CN)
method (as outlined in TR-55) was used within Bentley PondPack v8i to determine the
inflow hydrographs for the 1-yr, 10-yr, and 100-yr, 24-hours storm events (SCS Type lI
Storm curves).
Hydraulics: The designs flows were routed through the proposed BMP using Bentley
PondPack v8i. The basin stage -storage information was determined from the proposed
grading plan. See the PondPack Input and Output in the Supporting Documentation
section for further detail_
5. Proposed Stormwater Treatment and Quality Control:
The proposed infiltration basil provides water quality treatment, The water quality
treatment volume is detained and will be drawdown slowly through natural infiltration
at an estimated rate of 1.2 inches per hour. The basin was designed so that the 10-year,
24-hour storm event will be infiltrated without discharging the system using an
infiltration rate of one-half of the infiltration rate reported in the soils report; therefore
no vegetated filter strip was used at the outlet and no additional storage volume was
provided (See Section 6 for more detail). Tlne basin was designed so that storms greater
than the 10-year, 24-hour storm will bypass over the weir outlet.
Water Quality Volume Provided in Basin = 4,600 cu. Ft.
Water Quality Volume from Runoff of 1.0-inch Storm = 2,470 cu. Ft.
Estimated dewatering time (using 1.2 in/hr) = 0.5 days
The proposed stormwater BMP has adequate volume to capture and detain the first -
flush stornn event for the proposed site area.
6. Proposed Stormwater Attenuation and Quantity Control:
The pre- and post -development peak discharge attenuation requirennent was assessed
for the entire developed site area. The site peak discharge is reduced during the post -
development condition for the 1-yr, 24-hour and 10-yr, 24-hour storm event. *The runoff
Dollar General Store -Chicken Foot Road
Stonnwater Management Report 11/01/2012

initial abstraction from the Type 'A' -- Hydrologic Soil Group on -site result in minimal
rtmoff front the pre -development condition.
Site Pre -Development 1-yr, 24-hr Discharge = 0.0* cfs
Site Post -Development 1-yr, 24-hr Discharge = 0.0 cfs
Site Pre -Development 10-yr, 24-hr Discharge = 0.01* cfs
Site Post -Development 10-yr, 24-hr Discharge = 0.01 cfs
Infiltration Basin w/ 8 ft Weir EL=167.1
Basin Minimum EL=166.0; Max EL=168.0; SHWT EL =160.5
Storm Event
Max Flow in (cfs)
Max Flow out (cfs)
Max Basin WSEL
1-yr
2.0
0.0
166.36
10-yr
5.0
0.0
167.01
100-yr
8.7
3.6
167.34
7. Supporting Documentation:
- NCDENR-DWQ BMP Forms (w/ Quad Map)
- Pre- and Post -Development Drainage Area Maps
- Proposed Site and Grading Plans
- Soils Report -- Land Management Group; NCDENR Correspondence
- Pond Pack Input and Output
Dollar General Store -Chicken Foot Road
Stormwater Management Report 11/01/2012

NCDENR-DWQ BMP Forms
Dollar General Store -Chicken Foot Road
Stormwater Management Report 11/01/2012

lo
tC4Ip�niaii
Project Site
my I
so
%r _-�%�• - u �,� �.. � nit _` _
r Imo.
Into Rainey Pond
GQ116erry , Bay to Grays Creek
C,.s-
190
TA
Ch
t;
Site Shown on USGS Quad n 104 Gillespie St.
Dollar General Store - Chicken Foot Rd; w E CALL SIGN Fayetteville, NC 28301
Cumberland County, NC E N G I N E E R S Lic. No. C-3485
1 inch = 2,000 feet Date.10/30/2012 s

Permit No. - CJZf jO
(to be provided by DWO)
AVASTORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be Tilled out printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
Project Name
Contact Person
Phone Number
Date
Drainage Area Number
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 244hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
PrelPosl 1-yr, 24-hr peak flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 244hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Dmwdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
Dour General Store - Chicken Foot Road
C. Heath Wadsworth, PE
91OA860700
11AW012
Infltraion Basin (Into Basin)
43,917-00 fe
30.633.00 fe
69.75 %
1.00 in
3.06 in
0.13 in/hr
0.00 ft3lsec
0-00 03ec
0.00 fl3 sec
2,470.00 ft3
4,600.00 ft3
It3
ft3
It3
R3
�3
Wagiam Loamy Sand
2.45 Mr
160.50 fmsl
OK for non -SA waters
0.50 days OK
3.00 -1 OK
166.00 fmsl OK
167-10 fmsl
5,000.00 1?
—as7:oo--fmsl> / C t', 0
70.00 1t
66.00 $
4,600.00 fI2
(Z� pri1 pl-,W5
Form SW401-Mtratlon Basin-Rev.5 11A,pr2011 Parts I. 8 II. Design Summary, Pape 1 of 2

Permit No. -S WC / 2 11 p It
fro r a provided by nwol
Additional Information
Mapmum runoff to each inlet to the basin?
Length of vegetative filter for overflow
1-00,
/
ac4n OK
--- --� N 7 Aj
Distance to structure
[
ft ,Jc
d�- ! Q ` -
Distance from surface waters
1T OK
Distance from water supply well(s)
>100
ft OK
/
Separation from impervious soil layer
3.00
R OK
1/
Naturally occuring soil above shwt
5.50
R OK
Bottom covered with 4-m of dean sand7
Y
(Y or N) OK
Proposed drainage easement provided?
Capures all n.mnff at ultimate Wild -out?
Y
Y
(Y or N) OK
(Y or N) OK
D
j
O =7 O V r- L-COV
Bypass provided for larger stones?
Y��{Y
or N} —AK R/ -
Pretreatment device provided
Y
Rip Rap basin with 8 ft wide sodded strip
Form SW401-InldW8dOn BWAI-ROv.5 11Apr2011 Paris I. b IL Design Summary, Pape 2 of 2

Dollar General Store - Chicken Foot (WQ Volume)
Dollar General Store - Chicken Foot Road
WQ Volume
Total DA=
1.01
ac
Imp. Area=
0.7
ac
I(A)=
0.693
Rv=
0.674
in
R(D)=
1.0
in
Treatment Vol.=
2,470
cu. Ft.
Infiltration Basin Estimate
*Vol.=
5,520
cu. Ft.
K=
1.2
in/hr
dewatering time=
0.5
days
Eff. Infilt. Area=
4,600
sq. ft.
'Vol. to be infiltrated
10/29/2012

Project Figures
DoLar Genera! Store thicken Foot Road
Stormwater Management Report 11/01I2012

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re -Development■ i s'r ■ `
Foollar General Store - Chicken Foot Rd; CALL SIGN
inch = 80 feet
D.te: 1013111. •,Try"f ,» i

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for SW Tre atment �`I r`}1 ,'4 -s.� Y•;{ ci- -1 • • i +{'-#'rc3. '
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♦� •,� }� _a ��_ - o _,,..��:� 4 E- .ci'� "?�... �, ��. 'fir V, . E
Site Area,
31,882 f ft. i • % �_- lam. [ s ,�+• e: , I�_ `^-'•' �� p � h �f�' .:fir' + 4
{.�. •� 'mot• '`��J
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AND
Is, EIR 1-1\\MATCHTTOMEXISTING
f2" 9CLDMl UWIWy INVESTMENTS LLC
yPIN: 003-50-2619
w NIP
N'q 00 3036 PG 403
\ ?91 PB 87, k 149 6' My. WOOD FENCE WITH FEB. GATE
\�(oo ? 9T FOR HVAC MECH. EQUIP. ENCLOSURE
T.63' SCREEN YIN. 43'a6', PAINTED TO
\ ♦ [ IIIM1ED: C(PJ MATCH BUILDING
\
�"'',y� \� : ` ` ''s [ S �• 33" f 6• RT. NOW FENCE FOR
DUAPSTER ENCLOSURE SCREEN,
♦ ♦ PrgY [ MIN. \ 18'a12' PAINTED TO ` ♦ a• . \ '� r� [ MATCH BUILDING
+r'E-4, cl 1 ♦ ` �'r cro. 9e • [ 68e. 61 • rTOT4L 1
lC't \ ` ♦ r [
:may,,♦` ♦♦ ♦\-- __ [
♦♦ \ '- - - ---
4'I•�T \ \ ` \ \ ALFAED R. PI TTMAN - - _
7.gg,Q,.pO. `♦ \\ PIN: 04Z3-30-1057 4 3O' SETBa_6KL_Ir1E_
3.272 AC. f147,315 SO, FR,/ -36 TOTAL PARKING SPACES
��?fir s \ ` ♦ \ \ QB 5&w, PG 5?5 / ^ AS REO'D BY LOCAL ORDINANCE
OF I SPACE PER 200 SF OF
AREA BY COG17I)5. r / ♦ . NET RETAIL FLOOR AREA
CONCWTE
�5�
\ \ / PAD
♦ ♦ \ / 1S's5O' TRUCK
♦ ` \ / PARKING
5A� DUTY
EDGE OF EXISTING ♦ ♦ ` \ram PAVEMENT
ROADWAY PAVE MW ♦ / r \ \ A[y DUTY ASPHAZT
NEW EDGE OF s `
EMENT
ROADWAY PA LIGHTED PYLON SIGN
��� ` ` � ♦ \ \ W/IWAERGROUHD ELEC
NEW EDGE OF \ ♦ ` \
ROADWAY SHUOu.DER
r \
ROADWAY SmMAJXR WIDENING . ` ♦ �� \
r ♦ i1r \ .. '�
FLLL DEPTH ASPNMLT \ ♦ ` \ /.
PAVEMENT WIDENING ♦ ♦ \ /� '
ASPHALT PAVEMENT OVERLAY 1 • 9�
♦ r \
ROADWAY WIDENING - ������ Mid
PLAN NOTES:
I. COORDINATE SITE WORK WITH OTHER ASSOCIATED WORK AS SHOWN ON THE
GRADING PLANS, UTILITY PLAN EROSION CONTROL PLANS, PLANTING
PLAN UPL-01 M, AND CONSTRUCTION SEOIEAXE fG-02H.
2. ROADWAY SITE GRADING, AND UTILITY WORK SHALL OCCLJR WITH TFE LIMITS
OF CONSU5ETMN AS 94OWN ON T!C EROSION CDNITROL PLANS.
3. SEE ROADWAY WIDENING MARKING PLANES FOR ROADWAY WIDENING LAYOUT
PAVEMENT MARKINGS AND CENTERLINE STATIONING CONTROL. SEE SHEET DT-01
FOR ROADWAY WIDENING TYPICAL SECTION. SEE GRADING PLANS FOR PROPOSED
ROADWAY WIDENING GRAVES.
4. ENSURE THAT NO PORTION OF PROPOSED LIGHTED PYLON SIGN IS CLOSER
THAN 10 FEET 10 THE NCDOT RIGHT-IIF-WAY,
5. SITE AND BUILDING LIGHTING TO COIPLY WITH THE STANDARDS OF APPLICABLE
CU BERiLAAD COUMTY ORDINANCES. SEE DOLLAR GENERAL BUILDING PLANS,
SHEETS A-2 6 E-2, FOR EXTERIOR BUILDING LIGHTING.
N,•t3D lq',YrtUSHJ
(cc*?' JB5, 49
------------
007AfR1
m
5'140, CONC.
PAD FOR WAC
MECMM. EOUI P.
�ZZ
F
I
RL
I�
r�
r
I�
�t• STANDARD DUTY
ASPHALP+ VEA M ENTf
r
I
I
r
f
I
\ I
\
` f
WHEEL STOPS \ i
TV, \ I
. a=
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�1
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h
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PIN: OW 1TZ-59-5884
D9 3599. PG V4
Z&,C D ClP)
k`
N:429�j.)01,10�g4 \
fCT7�-ACC2CSO? l) \ v \
C4 MC SCALE
n D is n AD
(1MiR11)
MSNCWY

w
\ NOTES: iIi G7F�N 11C�ac SipfN �1r 7fE TE PLAN�ttS�
' �INOQTC1GE'A45p COIYATFRpQ PLAN fEC-Ot I.SIAM CONSTQTION"
\ ` 2. ; T tuCTT X023 R BASIN
%D YENa�Spp�ONS "DA' IJ�D L yA�A�[pq[j ANC[
l�NAL A Y M� i zG �N PL"'S� IC 118G-92) PRRfiR9.I5IANN5T0
��-,67 I o 06NA5lN_ ON
169�68 t69 170 �1�1691T0 11 YET OM i�'0. N gF�V[�Caot y�� YC� S iH
\ DS FGER dIR`E TANS.1IN CA.RTS,5NEW�I �Y
FILTER S I OR INaL 5 ►BILIZ 10N.
\
1704TR
4.
169.8
...—�
INVER t 0)
°�
TO
r
5.
,
, TSR
\
CONNECT DOWNSPOUT
1-1
TO ROOF DRAIN
HEADER,HEADER, TYP.
0
IN
FINISH GRAM
S LOADIHG/DIAPSTER PAD, DS
6.
p
SEE NAIL S)EET DT-02.
W
\
5 DS
CCU AFLi iTRUC� F T Y
r-----------
I
I
I
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I
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1"SI LTRA 1°"—� :f�i/rfr�rrJ�
/ Lia6. 7
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/ f � I �rrrrrfr{dam r�
r�rl�lrrcpra
�rrfrrrrrfrr�O�fFL���l�4Yj�j, `f
rf ff jrfr!ITM FILTER `e
I rrfrr� rrrrr�LT�E�R
I � rrrr�rrrr rrirrrfrrfrlr/fr
168
BYPASS HEIR
1 NOTE A.—
CLASS -B■ RIPRAP
NOTE B.
R/W - ' . 9,
\ \
FF-170.A
02956•, PvC
PIPE
APPX' FADER
\
S DS
` DRAINAGE
1EASEAENT tLn
5 Qg
) r rs
I
TO
`INVEaI
#'
_`'A
ROOF'DRAIIVSD
c
°Rif
INvERTACOI
169 61
�♦
�A
160.25
I
168.631 169
ROOFS
1NVER7Ri CO
�\Irj
'
'•
169.07
�'f
i1267
168.87 �
^-167 f
f I
169,23 169.42
,69.fi8
169.90
COhtStRUCi�bN"D�SS,or�HM OINTm EROSION`cONrPLINSCrO�Td LC-021.
OF P,ivEAENTS�IJM FINIES&S(i Y LEV TTTIONS ARE TO TIEEFFINNIISSHEED GRADE
FGsPoT� �NAT F IN Y AS
AI P1tvC4 IkINSiED I:tIDE O,'LABI
FTSW Op ■ K
Az-M ■ APPROXIMATE FINISH GRACE ELEVATION AFTER t• OVERLAY
,AU-7-4 - PROPOSED FINISHED GRACE. ELEVATION
VEGETATIVMY STABIILL'IIZE SLLOOPPEESSp��3:1 (OR GREATERII 917THp�SOD
D 0j{�Rg APPROPRIATE
�LpRpljDTH._ 97ElCCEPTIQISIVERSIONS AS
STAB
OENDTED FpATP►� A �S ON TFE
��S�iiNG FL[EXaTI9PR:k
T1i H5>ED GNMWROADv*�AwY FYDv�ALI YITIONS
' ETFEAFr. MAY ED TO 1AECT T T IOOFF� TTMiP� �
I
1
- - -
^� 167.70
PM
Q
1*6r4z—i
—� ^ ---- 2, L{F�p — i!- -� =i UD
8.2
- T D
ac
gay
W R t69.PI+ l69.7tr )68.63r I6B.37M 18'I PPE
fil
Y�
2
I
�`- -- — 1 `J 00 — tss.zT�—
tE$— '^3fi11- — — — ^ — -- — — "^1_�"05—--
7- _
KEN
16B.36 —--�tfi7. .� - -- 6�.09J - - - -
168- — -- — _
NOTES FOR STORY RELATED STEWS gA�BIOVEpq��p 1�7� �v�
A. fAaCEADEH4i1EII�R",av'BYYEAIDDETlVKKoZiiNNwNGGN,'5 i HCF0OpTIPRAP Ei%. ,,FDIC= DEErAILS.
B. FAITR
A ReRIC TTAIL END OF RO X )IT RPAM SIDS OF
POVERF At�q
1 0pwN SI
[MET END OF STORY PIP[ FOR sc" pRpTECTION.
-
IPRAP OUTLET PROTECTION
APRON DESIGN
■IDYY AT PIPE ■ 4.0 FEET
eIDTH/AT APRON END - 4.0 FEET
LENGTH Or APRON (LA) - 6.0 FEET
APRONIRIPRAP THICKNESS • 6.0 IN.
IPRAp CLASS •'A' ID50 2.0 IN.I
�I
1
fSSEEE TA9 E ECSHEE7 -C)G 01
AND DETAIL, SHEET DT-03)
ice' � res
\ ! 67. f2e _ �LQ4..f1SZl
59ALE --
2 167.301
�0 T' GOAD -- SR 2252 166.91——
W PER O6 5634 PG 576) —186
W FE97F8 87 JbG 149! R/W yY SOUTH RIGHT OF WAY R/W
6 U�[�5PDSE
9x IIPIIPE /
--
�6S�/
ice---- -----
1 o+-50
4:3
CatAPFdC SCALE
19 1 10 m b
IHlTF,)
AS& Ml

NOTES: aT�¢p Wq�K SigeN qN ATE p�A� Q 1 • �iNCA�TE_ _¢IAQINGI*I EROSION CONTL PLrN fEC-0 .SAFtS CZ1F6 `C TION' g
2. (I�TH CONS tT�ICrD 1 6A5 T D�VERS 01i57pp7}}NN'�D4}�• �j•R ON ANSI
f01 a EC 1TNIBIL Z►�i CHI�OI�PLETIO� TFENMAA71� STTTTTABILIIA71ON. Y
T TEE,.13P
A IWMER 1 _jO STORM A7aTEIRIIPN�FOLTRpAIYApTIOW� SIN TO
i v► p' NC 1 W�nuS %CAv_SCfEiTfENT�OONii YANJ CA�� PAI A • AREASS� rND 5g�7��1L�QI OR FI ST yI{L�I,LZATI{�. �� � L g �
3. CONShtl T10N iS S�HDrNIOi T4 OSi0N CUELOPL.ANSM1ECI01T8 EC-021.
4. lli JAS 7TrFRWISEFNOOTED,INI DSFpyOTSpFNIEVVAATTTIONNSS AM TO THE FINISHED GRADE
S. S�T•Q[VATIP iAT_ T PAVEiEN7 `IM�NSIiO F ( SLAB)
FG ■ F EL■SLVALTSV ■ TIDEWALK
76> • APPR=IMATE FINISH GRADE ELEVATION AFTER I' OVERLAY
g5pgpQ5 p "5�� ■ PROPOSED FIINNIISSHH�pE'D�GRADTT
E ELLEVATIOVN�qRL11
Q(�� L E 6. BUILTDINGC W% EXCEP IOHf PW_I�jp�E Fp,f�VE A�� H71E
7. N��x����ppYQQSH �TA►F�l 7py�G,yI F�UK
gtlCA2� ROADWAY DEN1 T.
SECT1 , E. IL SI T1S19 fU NY-orA CE-TYPIC k
170 7a• VIDE CRASS
FILTER STRIP t]0
�
I 1fmiI15W■=C51=■m'
��iiinirii���-■■
■■■■Eommmum■
■■ ■*00F■■■■■
161 161
1. DIKING FINAL CONSTRUCTION STORM[AIER INFILTRATION BASIN
CLEAN ACCUNULATED SEDIMENT AND PROPERLY DISPOSE PRIOR T6
BACKFILL If CLEAN SAND TO INFILTRATION BASIN BOTTOM
ELEVATION IELEV.=166.0).
2. 9• THICK LAYER OF CLEAN $AND FRO)1 ELEV. 165.25 TO 166.0
(IN AREA PREVIOUSLY USED AS SEDIMENT BASIN),
3. SEASONAL HIGH WATER TABLE NOT ENCawmRED DURING SOILS
INVESTIGATION VITHIN 95 INCHES IN CEPTH FROM ExxsnNG
GROUND SURFACE.
BASIN SECTION A —A
— — — — — — — ..-- "NOT TO SCALE
2" Na. 4 REBAR AT
12' O.C. EACH 11AY
4000 PSI COMPRESSIVE
STRENGTH PORTLAND
CEMENT CONCRETE
6' 3R
NO. 4 REBAR
AT 12° O.C.
EACH Vrr
REINFORCED CONCRETE WALL DETAIL
NOT TO SCALE
REINFORC7=D caNCRETE
.L OR CONCRETE BLOCK
.L (SEE DETAIL)-
3.
IN
i
i6.O/ PDX: FSEEOR BASIN AIIR BASIN SECTION
FOR &ISI11 MATERIAL C06TF31[TIOV
REOUIREIENTS.
TOP 6 FOOTING
��LB'THICK
CONCRETE
FOOTING
sECTI TO
TO /
NOT SCALE
K END BEYOND
16B.0 CONTOUR
6•-0•
MIN• p
14 0 4.
MIN.
FRMT VIEW
LEVEL SPREADER DETAIL
NOT TO SCALE
1?(,? IH_8 LGI 1 i OF WA Y '
R/w / R/w ' 1 R/w R/W
�----------..._.— — — — — — — — —
------------------
-� r let -- I S
189.3E f69_f6= 169.30t
_
1 9+00 r59.01e 169 rs, �rw cif' �' r
. —
1
— — — — r �Tl f3$— _ _! i - .. — 6a. I6B I - - - — - 159.62 -" ��
— —
Y.— —�
--168-- ---— — — — — — — LO IW PER DB RPENPB 67, 5634, 761
��— — — — —
R/W R/W R!w R/W
SOUTH FLIGHT OF WAY
PARS
DEVELOPMENT
ZcqY!
28 EOD
�W vOA
O U 1
r^rAAII''II p01e�
VJwi co..m
ID c z
�0 cm
yC
J �zg�m
�'J m my"iE
f, A 6 U.—
ULL
>1
a T.. U
�ILia Z
SEAL
rfs g, Ole"�\'L
NOT RELEASED
FOR CONS TRL+C TION
{.A
r
{La
+-.:1i! M Cam�...++..••... =.T �.�E, .:..
VI �i.Tw•T`rtw:.
T_ CAT[ $ ■lI kdNR 16. t011
Cfi 17o1. • m".001I
11••1 1AA1■i �!R
.._ V aS1aED in
CKCKIo ca
nau. Loa cu
CHICKEN FOOT ROAD
DOLLAR GENERAL
PROJECT STATUS
90% DESIGN - REG. REVIEW
Cit"C SCALE
>a M q 10 E
fRFfE,I
•I11M
GRADING AND
DRAINAGE PLAN
C G-02
161 161
1. DIKING FINAL CONSTRUCTION STORM[AIER INFILTRATION BASIN
CLEAN ACCUNULATED SEDIMENT AND PROPERLY DISPOSE PRIOR T6
BACKFILL If CLEAN SAND TO INFILTRATION BASIN BOTTOM
ELEVATION IELEV.=166.0).
2. 9• THICK LAYER OF CLEAN $AND FRO)1 ELEV. 165.25 TO 166.0
(IN AREA PREVIOUSLY USED AS SEDIMENT BASIN),
3. SEASONAL HIGH WATER TABLE NOT ENCawmRED DURING SOILS
INVESTIGATION VITHIN 95 INCHES IN CEPTH FROM ExxsnNG
GROUND SURFACE.
BASIN SECTION A —A
— — — — — — — ..-- "NOT TO SCALE
2" Na. 4 REBAR AT
12' O.C. EACH 11AY
4000 PSI COMPRESSIVE
STRENGTH PORTLAND
CEMENT CONCRETE
6' 3R
NO. 4 REBAR
AT 12° O.C.
EACH Vrr
REINFORCED CONCRETE WALL DETAIL
NOT TO SCALE
REINFORC7=D caNCRETE
.L OR CONCRETE BLOCK
.L (SEE DETAIL)-
3.
IN
i
i6.O/ PDX: FSEEOR BASIN AIIR BASIN SECTION
FOR &ISI11 MATERIAL C06TF31[TIOV
REOUIREIENTS.
TOP 6 FOOTING
��LB'THICK
CONCRETE
FOOTING
sECTI TO
TO /
NOT SCALE
K END BEYOND
16B.0 CONTOUR
6•-0•
MIN• p
14 0 4.
MIN.
FRMT VIEW
LEVEL SPREADER DETAIL
NOT TO SCALE
1?(,? IH_8 LGI 1 i OF WA Y '
R/w / R/w ' 1 R/w R/W
�----------..._.— — — — — — — — —
------------------
-� r let -- I S
189.3E f69_f6= 169.30t
_
1 9+00 r59.01e 169 rs, �rw cif' �' r
. —
1
— — — — r �Tl f3$— _ _! i - .. — 6a. I6B I - - - — - 159.62 -" ��
— —
Y.— —�
--168-- ---— — — — — — — LO IW PER DB RPENPB 67, 5634, 761
��— — — — —
R/W R/W R!w R/W
SOUTH FLIGHT OF WAY
PARS
DEVELOPMENT
ZcqY!
28 EOD
�W vOA
O U 1
r^rAAII''II p01e�
VJwi co..m
ID c z
�0 cm
yC
J �zg�m
�'J m my"iE
f, A 6 U.—
ULL
>1
a T.. U
�ILia Z
SEAL
rfs g, Ole"�\'L
NOT RELEASED
FOR CONS TRL+C TION
{.A
r
{La
+-.:1i! M Cam�...++..••... =.T �.�E, .:..
VI �i.Tw•T`rtw:.
T_ CAT[ $ ■lI kdNR 16. t011
Cfi 17o1. • m".001I
11••1 1AA1■i �!R
.._ V aS1aED in
CKCKIo ca
nau. Loa cu
CHICKEN FOOT ROAD
DOLLAR GENERAL
PROJECT STATUS
90% DESIGN - REG. REVIEW
Cit"C SCALE
>a M q 10 E
fRFfE,I
•I11M
GRADING AND
DRAINAGE PLAN
C G-02
Cit"C SCALE
>a M q 10 E
fRFfE,I
•I11M
GRADING AND
DRAINAGE PLAN
C G-02

Soils Report
and
NCDENR Correspondence
Dottar General Store -0ucken Foot Road
Stormwater Management Report 11101 /2012

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
PhoneJFax [phone]
Emaif mike* southeastems6l.com
October 12, 2012
Mr. Gordon Rose, PE
Call Sign Engineers
104 Gillespie Street
Fayetteville, NC 28301
Re. Hvdraulic conductivity (permeability) analysis & seasonal water table determination
(SIIWT) for stormwater retention areas, Dollar General Site, PIN 0423-50-1057-,
Chickenfoot Road, Cumberland County, North Carolina
Dear Mr. Rose,
An evaluation of soil properties and hydraulic conductivity (Ksat) has been conducted at
your request on the aforementioned property. The purpose of the investigation was to
determine soil water table depths (SIIWT) based on soil profiles- In addition, Ksat was to
be provided at a depth 2.0 feet above the SFI WT elevation for use with stormwater
retention basin design.
Saturated hydraulic conductivity of the unsaturated zone was measured in a similar
method as described in the Soil Science Society of America Journal, Vol. 53, no 5, Sept.
Oct. 1989, "A Constant Permeameter for Measuring Saturated Hydraulic Conductivity of
the Vadose Zone" and Comparison of the Glover Solution with the Simultaneous
Fquations Approach for Measuring Hydraulic Conductivity." This consists of advancing
a small diameter bore hole to a predctennined depth (typically 2 feet above SHWI). At
this depth, a constant head (pressure) was established and maintained. Flow
measurements were made at timed intervals after flow stabilized.
Soils at the proposed basin site are most similar to the Wagram soil series (see attached
boring logs). Two borings were advanced to depths of 7.0 and 9.0 feet. Seasonal High
Water Table (SIIWT) as determined by evidence of colors of ehroma 2 or less (and/or
concentrations of high redox mottles) was encountered at depths ranging from 61 to 95
inches below the ground surface (see chart attached).
SOIUSITE EVALUATION • SOIL PHYSICAL ANALYSIS - LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACEISUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION 8 DESIGN

Three compact constant head permeameter (CUP) tests were conducted at depths of at
least 2.00 feet above the SHWT level. The measured Ksat rates ranged between 0.628
and 6.241 cm/hr (equivalent to 0.247 to 2.457 inches/hour).
The attached map shows locations of the sainple points as well as Ksat locations.
It should be noted that the reported SHIAIT does not necessarily reflect the elevation of
static groundwater (due to variations in groundwater recharge rates, annual rainfall,
draught conditions, etc.).
The data presented in this report are limited by a number of considerations. The printary
consideration is that soil formations can be highly variable. The soils found on this site
can be subject to inclusions of other soil types, perched water, artesian conditions anchor
layers of undulating low pemicability clay scams. These and other soil conditions can
have an affect on the steady state of groundwater flow. To the extent possible, we have
identified the soil types that will impact the. flour ot'gTroundwater, and have provided a
professional opinion as to the depth orSHWT.
trust this is the information you require at this time.
Sincerely,
Mike Eaker
NC Licensed Soil Scientist 91030
SOIL S
G� :Wi l_ D.
CP • l �,

itheaster-n-Soil--S-Envir-onmen-ta-I-Associatesjnc.
P.O. Sax 9321
Soil Boring/Ksat Locations - Dollar General
Chickenfoot Road, Cumberland County, NC
US State Plane 1983 Scale 12,500
North Carolina 3200 N 10l12/2017
NAD 1983 (Canus) 0 _ 300.0
Ij OPS PathflnderOC"ce
US Survey Feet 1 rimble_
SO(LlSITE EVALUATION v SOIL PHYSICAL ANALYSIS • LAND USFJSUSDIVISION PLANNING
GROUNDWATER DRAINAGE)MOUNDING , SURFACEISUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
Phone/Fax [phone]
Email [e-mail]
SHWT depths, Dollar General Site, Chickenfoot Road, Cumberland
County, NC
BORING SHWT DEPTH (inches) Observed Water (inches)
SB 1 61 none
SB2 95 none
SOILISITE EVALUATION • SOIL PHYSICAL ANALYSIS• LAND USE/SUBDIVISION PLANNING
GROUNDWATER DRAINAGE/MOUNDING • SURFACEISUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayettevilte, NC 28311
Phone/Fax [phone]
Emaii mike 0southeastemsoiLcom
Measured Ksat Rates, Dollar General Site, Chickenfoot Road,
Cumberland County, NC
Ksat Ksat
Location Depth in cmlhr inlhr
l 37 1.675 •0659
2 37 6.241 2.457
2 71 0.628 0.247
SOIUSITE EVALUATION • SOIL PHYSICAL. ANALYSIS • LAND USEISUBDIVISION PLANNING
GROUNDWATER DRAINAGElMOUNDING • SURFACEISUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321
Fayetteville, NC 28311
PhonelFax [phone]
Email mike* southeasternsoil.com
Soil Boring Log "1", Dollar General Site, Chickenfoot Road, Cumberland County,
NC
This map unit consists of well drained soils that formed in loamy sediment on uplands.
Slope ranged from 0 to 2 percent.
A - 0 to 4 inches; very dark grayish brown (I OYR 312) loamy sand; single grained; loose;
very friable; common line and medium roots; abrupt smooth boundary.
E - 4 to 28 inches; yellowish brown (IOYIZ 5/4) loamy sand; about 10 percent clean sand;
single grained; loose; very friable; few fine and medium roots; clear smooth boundary.
BtI - 28 to 40 inches; light yellowish brown (I OYR 6/4) sandy clay loam; weak medium
subangular blocky structure; friable; gradual wavy boundary.
l3t2 - 40 to 56 inches; light yellowish brown (I OYR 6/4) sandy clay loam; few faint
medium reddish yellow (7.5YR 6/8); weak medium subangular blocky structure; friable;
thin clay films on some ped faces; about 2 percent soft plinthite; gradual wary boundary.
BC — 56 to 61 inches; light yellowish brown (IOYR 6/4) sandy clay loam; common
medium distinct red (l OR 4/6) mottles; weak medium and coarse subangular blocky
structure; about 10% soft plinthite, firm; gradual wavy boundary.
C - 61 to 84 inches; mixed grayish brown (I OYR 5/2), light yellowish brown (1 OYR 6/4)
and red (I OR 4/6) sandy clay; massive structure; very firm.
SHWT @ 61 inches (1 OYR 5/2)
SOIUSITE EVALUATION • SOIL PHYSICAL ANALYSIS - LAND USEISUBDIVISION PLANNING
GROUNDWATER DRAINAGEIMOUNDING - SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

Southeastern Soil & Environmental Associates, Inc.
P.O. Box 9321'
Fayetteville, NC 28311
Phone/Fax [phone]
Email mike Osoutheastemsoil.com
Soil Boring Log "2", Dollar General Site, Chickenfoot Road, Cumberland County,
NC
This map unit consists of well drained soils that formed in loamy sediment on uplands.
Slope ranged from 0 to 2 percent.
A - 0 to 4 inches; very dark grayish brown (1 OYR 3/2) loamy sand; single grained; loose;
very friable; common fine and medium roots; abrupt smooth boundary.
E - 4 to 41 inches; light yellowish brown (I OYR 6/4) loamy sand; common medium faint
yellowish brown (I OYR 5/4) mottles; about 10 percent clean sand; single grained; loose;
very friable; few fine and medium roots; clear smooth boundary.
Btl - 41 to 53 inches; yellowish brawn (I OYR 5/6) sandy clay loam; weak medium
subangular blocky structure; friable; gradual wavy boundary.
Bt2 - 53 to 66 inches; yellowish brown (1 OYR 5/6) sandy clay loam; common fine and
medium reddish yellow (7.5YR 6/8); weak medium and coarse subangular blocky
structure; firm; thin clay films on some ped faces; about 5 percent soft plinthite; gradual
wavy boundary.
130 — 66 to 95 inches; strong brown (7.5YR 5/8) sandy clay loam; common medium
distinct red (1 OR 4/6) weak medium and coarse subangular blocky structure; about 100/,
soft plinthite, film; gradual wavy boundary.
BC - 95 to 108 inches; light brownish gray (1 OYR 6/2) sandy clay; many medium distinct
red (2.5YR 4/6) and yellowish brown (1 OYR 5/6) mottles; massive structure; very firm.
S14WT @ 95 inches (I OYR 612)
SOIL/SITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USEISUBDIVISION PLANNING
GROUNDWATFR DRAINAGE/IVIOUNDING • SURFACEISUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN

PondPack Input and Output Computations
Dollar General Store thicken Foot Road
Stonmwater Management Report 11/01/2012

Project Summary
Title
DGS - Chicken
Foot Road
Engineer
C. Heath
Wadsworth, PE
Company
Call Sign
Engineers, PA
Date
10/29/2012
Notes
Bentley Systems, Inc. Haestad Methods Solution Bentley PondPack V8i
RHT_0017.ppc Center [08.11.01.541
10129/2012 27 Siemon Company Drive Suite 200 W Page 1 of 29
W atertown, CT 06795 USA + 1 -203-755-1666

Table of Contents
Master Network Summary
2
24hr Fort Bragg
100yr, 24hr(Fort Bragg)
Time -Depth Curve
4
Time -Depth Curve
6
Time -Depth Curve
8
PreDev DA
lyr, 24hr (Fort Bragg)
Runoff CN-Area
10
Runoff CN-Area
11
Runoff CN-Area
12
Post Out
lyr, 24hr (Fort Bragg)
Addition Summary
l3
Pre Out
lyr, 24hr (Fort Bragg)
Addition Summary
14
Infiltration Basin
lyr, 24hr (Fort Bragg)
Elevation -Area Volume
1,5
Curve
Volume Equations
16
Composite Outlet
lyr, 24hr (Fort Bragg)
Structure - 1
Outlet Input Data
17
Individual Outlet Curves
19
Infiltration Basin (IN)
iyr, 24hr (Fart Bragg)
Detention Time
20
Detention Time
21
Detention Time
22
Infiltration Basin (OUT)
lyr, 24hr (Fort Bragg)
Pond Routed Hydrograph
23
(total out)
Pond Routed Hydrograph
25
(total out)
Pond Routed Hydrograph
27
(total out)

Subsection: Master Network Summary
Catchments Summary
t Label ri _ Scenario Return Hydrograph Time to Peak Peak Flow
Event Volume (hours) (ft3/s)
(years) (ac-ft) E
PreDev DA
Pre -Development 1-
1
0.000
0.000
0.00
year
PreDev DA
Pre -Development 10-
10
0.005
24.000
0.01
year
PreDev DA
Pre -Development 100
100
0.097
12.050
0.59
-year
Post (Into Basin)
-Development 1-
1
0.109
t 1,950
1.98
year
Post (Into Basin)
P'o�fDevelopment 10
10
0.273
11,900
4.96
Post (Into Basin)
Post -Development
100
0.486
11.900
8.74
100-year
Post (Not Into Basin)
Post -Development 1-
1
0.000
0.000
0.00
year
Post (Not Into Basin)
Post -Development 10
10
0.006
24.000
0.01
year
Post (Not Into Basin)
Post -Development
100
0.071
12.050
0.57
100-year
Node Summary
Label Scenario
Return Hydrograph Time to Peak Peak Flow
Event Volume (hours) (ft3/s)
(years) (ac-ft)
Pre -Development 1-
Pre Out
1
0.000
0.000
0.00
year
Pre -Development 10-
Pre Out
10
0.005
24.000
0.01
year
Pre -Development 100
Pre Out
100
0.097
12,050
0.59
-year
Post -Development 1-
Post Out
1
0.000
0.000
0.00
year
Post -Development 10
Post Out
10
0.006
24.000
0.01
-year
Post -Development
Post Out
100
0-215
12.050
4.17
100-year
Pond Summary
Label Scenario
Return Hydrograph Time to Peak Peak Flow
Maximum
Maximum
Event Volume (hours) (ft3/s)
Water
Pond Storage
i
(years) (ac-ft)
Surface
(ac-ft)
Elevation
l
i
(ft)
Infiltration
Post -
Basin (IN)
Development
1
0.109
11.950
1.98
(N/A)
(N/A)
1-year
RHT.0017.ppc
10/2912012
Bentley Systems, Inc. Haestad Methods Solution
Center
27 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA [phone]
Bentley PondPack V8i
[08.11.01.541
Page 2 of 29

Subsection;
Master Network Summary
Pond Summary
Label
Scenario
Return
Hydrograph
Time to Peak
Peak Flow
Maximum
Maximum i
Event
Volume
(hours)
(ft3/s)
Water
Pond Storage
(years)
(ac-ft)
Surface
(ac-ft)
Elevation
_ ..Post-
_
(ft)
— —
--- -. -. -- _
Infiltration
Basin (OUT)
Development
1
0.000
0.000
0.00
166.36
0.054
1-year
Infiltration
Post -
Basin (IN)
Development
10
0.273
11.900
4.96
(N/A)
(N/A)
10-year
Infiltration
post -
Basin (OUT}
Development
10
0.000
0.000
0.00
167.01
0.159
10-year
-
Infiltration
Post -
Basin (IN)
Development
100
0.486
11.900
8.74
(N/A)
(N/A)
100-year
Infiltration
Post
Basin (OUT)
Development
100
0.144
12.050
3.60
167.34
0.217
100-year
Bentley Systems, Inc. Haestad Methods Solution Bentley PondPack V8i
RHT.0017.ppc Center (08.11-01.541
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Subsection: Time -Depth Curve
Label: 24hr Fort Bragg
Time -Depth Curve: 100yr, 24hr (Fort Bragg)
Return Event: 100 years
Storm Event: 100yr, 24hr (Fort Bragg)
Label 100yr, 24hr (Fort
Bragg)
Start Time 0.000 hours
Increment 0.100 hours
End Time 24.000 hours
Return Event 100 years
CUMULATIVE RAINFALL (in)
Output Time Increment = 0.100 hours
Time on left represents time for first value in each row.
Time - - peps -- Depth --Depth - Depth _ peps _- I
(hours) (in) (in) (in) (in) (in)
0.000
0.0000
0,0082
0.0165
0.0249
0.0333
0.500
0.0419
0.0504
0.0592
0.0679
0.0768
1.000
0.0857
0.0947
0.1038
0.1130
0.1222
1.500
0.1316
0.1410
0.1506
0.1601
0.1698
2.000
0.1795
0.1894
0.1993
0.2093
0.2193
2.500
0.2295
0.2397
0.2501
0.2605
0.2710
3.000
0.2815
0.2922
0.3029
0.3138
0.3246
3.500
0.3356
0.3466
0.3578
0.3690
0.3803
4.000
0.3917
0.4032
0.4149
0.4267
0.4387
4.500
0.4508
0.4632
0.4756
0.4883
0.5011
5.000
0.5141
0.5272
0.5405
0.5540
0.5676
5.500
0.5814
0.5954
0.6095
0.6238
0.6382
6.000
0.6528
0.6676
0.6825
0.6976
0.7129
6.500
0.7283
0.7439
0.7596
0.7755
0.7916
7.000
0.8078
0.8242
0.8408
0.8575
0.8744
7.500
0.8915
0.9087
0.9261
0.9436
0.9613
8.000
0.9792
0.9976
1.0167
1.0367
1.0575
8.500
1.0792
1.1016
1.1249
1.1489
1.1738
9.000
1.1995
1.2256
1.2517
1.2779
1.3040
9.500
1.3301
1.3568
1.3849
1.4143
1.4450
10.000
1.4770
1.5106
1.5462
1.5837
1.6232
10.500
1.6646
1.7087
1.7560
1.8066
1.8605
11.000
1.9176
1.9803
2.0508
2.1291
2.2153
11.500
2.3093
2.5038
2.8916
3.5152
4,6337
12.000
5.4101
5.5648
5.7009
5.8184
5.9173
12.500
5.9976
6.0665
6.1311
6.1915
6.2476
13.000
6.2995
6.3482
6.3945
6.4386
6.4803
13.500
6.5198
6.5574
6.5933
6.6276
6.6602
14.000
6.6912
6.7211
6.7504
6.7792
6.8074
14.500
6.8351
6.8621
6.8886
6.9145
6.9398
15.000
6.9646
6.9888
7.0124
7.0355
7.0579
15.500
7.0799
7.1012
7.1220
7.1421
7.1618
16.000
7.1808
7.1995
7.2179
7.2362
7.2542
16.500
7.2721
7.2897
7.3072
7.3244
7.3415
17.000
7.3583
73749
7.3913
7.4076
7.4236
Bentley Systems, tnc. Haestad Methods Solution
RHT.0017.ppc Cenler
1012912012 27 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA [phone]
Bentley PondPack VSi
[08.11.01.54[
Page 4 of 29

Subsection: Time -Depth Curve
Label: 24hr Fort Bragg
Return Event: 100 years
Storm Event: 100yr, 24hr (Fort Bragg)
CUMULATIVE RAINFALL (in)
Output Time Increment = 0.100 hours
Time on left represents time for first value in each row.
Time
- Depth
DepttlJ _
Depth
Depth ____
Depth -
(hours) _
(in)
(in) _ _
_
(in)
(in)_ _
_ (in)
17.500
7.4394
7.4550
7.4704
7.4856
7.5006
18.000
7.5154
7.5300
7.5443
7.5585
7.5725
18.500
7.5863
7.5998
7.6132
7.6263
7.6393
19.000
7.6520
7.6646
7.6769
7.6891
7.7010
19.500
7.7128
7.7243
7.7356
7.7467
7.7576
20.000
7.7683
7.7789
7.7895
7,8000
7.8104
20.500
7.8209
7.8312
7.8416
7.8519
7.8622
21.000
7.8724
7.9826
7.8927
7.9028
7.9128
21.500
7.9229
7.9328
7.9428
7.9527
7.9625
22.000
7.9723
7.9821
7.9918
8.0015
8.0112
22.500
8.0208
8.0303
8.0399
8.0494
8.0588
23.000
8.0682
8.0776
.8.0869
8.0962
8.1054
23.500
8.1146
8.1238
8.1329
8.1420
8.1510
24.000
8.1601
(NIA)
(NIA)
(NIA)
(NIA)
Bentley Systems, Inc. Haestad Methods Solution Bentley PondPack V8i
RHT.0017. ppc Center [08.11.01.541
10/29/2012 27 Siemon Company Drive Suite 200 W Page 5 of 29
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Subsection: Time -Depth Curve
Label: 24hr Fort Bragg
Return Event: 10 years
Storm Event: 10yr, 24hr (Fort Bragg)
Time -Depth Curve: 10yr, 24hr (Fort Bragg)
Label 10yr, 24hr (Fort
Bragg)
Start Time 0,000 hours
Increment 0.100 hours
End Time 24.000 hours
Return Event 10 years
CUMULATIVE RAINFALL (in)
Output Time Increment = 0.100 hours
Time on left represents time for first value in each row.
Time Depth - - -- Depth Depth Depth Depth
(hours) (in) (in) (in) (in) (in)
0.000
0.0000
0.0054
0.0109
0.0164
0.0220
0.500
0.0277
0.0333
0.0391
0,0448
0.0507
1.000
0.0%6
0-0626
0.0686
0.0747
0.0807
1.500
0.0869
0-0931
0.0994
0.1058
0.1122
2,000
0.1186
0.1251
0.1316
0.1383
0.1449
2.500
0.1516
0.1584
0,1652
0.1720
0.1790
3.000
0.1860
0.1930
0.2001
0.2072
0.2144
3.500
0.2217
0.2290
0.2364
0.2437
0.2512
4.000
0.2587
0.2663
0.2740
0.2818
0.2898
4.500
0.2978
0.3059
0.3142
03225
0.3310
5.000
0.3396
0.3482
0.3570
0.3659
0.3749
5,500
0.3840
0.3933
0.4026
0.4120
0-4216
6.000
0.4312
0.4410
0.4508
0.4608
0.4709
6.500
0.4811
0-4914
0.5018
0.5123
0.5229
7.000
0.5336
0.5444
0.5554
0.5664
0.5776
7.500
0.5989
0.6002
0.6117
0,6233
0.6350
8.000
0.6468
0.6589
0.6716
0.6848
0.6985
8.500
0-7128
0.7277
0.7430
0.7589
0.1754
9.000
0.7923
0.8096
0,8268
0.8441
0.8613
9.500
0.8796
0.8962
0.9148
0.9342
0.9545
10.000
0.9756
0.9978
1.0213
1-0461
1.0722
10.500
1,0996
1.1287
1.1599
1.1933
1.2289
11.000
1.2666
1.3080
1.3546
1.4064
1.4633
11.500
1.5254
1.6539
1.9100
2.3220
3.0608
12.000
3.5736
3.6758
3,7657
3,8433
3,9086
12.500
3.9617
4.0071
4.0498
4.0897
4-1268
13.000
4.1611
4.1932
4.2238
4.2529
4.2805
13.500
4,3066
4.3314
4.3551
4.3778
4.3993
14.000
4.4198
4.4396
4.4589
4.4780
4.4966
14.500
4.5148
4.5327
4-5502
4.5673
4.5840
15.000
4.6004
4.6164
4.6320
4.6472
4.6620
15.500
4.6765
4.6906
4.7043
4.7177
4.7306
16.000
4.7432
4.7555
4.7677
4,7798
4,7917
16.500
4.8035
4.8152
4.8267
4.8381
4.8493
17.000
4.8604
4,8714
4.8823
4.8930
4.9036
Bentley Systems, Inc. Haestad Methods Solution Bentley PondPack V8i
RHT.0017_ppc Center [08.11.01.54[
10129/2012 27 Siemon Company Drive Suite 290 W Page 6 of 29
Watertown, CT 06795 USA [phone]

Subsection: Time -Depth Curve
Label: 24hr Fort Bragg
Return Event: 10 years
Storm Event: 10yr, 24hr (Fort Bragg)
CUMULATIVE RAINFALL (in)
Output Time Increment = 0.100 hours
Time on left represents time for first value in each row.
Time
Depth
Depth
Depot
Depth
Depth
(hours) _
--
(in)
(in)
-
(in)
-
(in)
J4.9445
(in)
17.500
4.9140
4.9243
4.9345
4.9544
18.000
4.9642
49738
4,9833
4.9927
5.0019
18.500
5.0110
5.0200
5.0288
5.0375
5.0461
19.000
5.0545
5.0628
5.0709
5,0789
5.0868
19.500
5.0946
5.1022
5.1097
5.1170
5.1242
20.000
5.1313
5.1383
5-1452
5.1522
5.1591
20.500
5.1660
5.1728
5.1797
5.1865
5.1933
21.000
5.2000
5,2067
5.2134
5.2201
5.2267
21.500
5.2334
5.2399
5.2465
5.2530
5.2596
22.000
5.2660
5.2725
5.2789
5,2853
5,2917
22.500
5.2980
5.3044
5.3107
5.3169
5.3232
23.000
5.3294
5.3356
5.3417
5.3479
5.3539
23.500
5.3600
5.3661
5.3721
5.3781
5.3841
24.000
5.3901
(NIA)
(NIA)
WAI
(NIA)
Bentley Systems, Inc. Haestad Methods Solution Bentley PondPack V8i
RHT.0017.ppc Center [08.11.01.541
10r2912012 27 Siemon Company Drive Suite 200 W Page 7 of 29
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Subsection: Time -Depth Curve
Label: 24hr Fort Bragg
Time -Depth Curve: 1yr, 24hr (Fort Bragg)
Label lyr, 24hr (Fort
Bragg)
Start Time 0.000 hours
Increment 0.100 hours
End Time 24.000 hours
Return Event 1 years
Return Event: 1 years
Storm Event: 1yr, 24hr (Fort Bragg)
CUMULATIVE RAINFALL (in)
Output Time Increment = 0.100 hours
Time on left represents time for first value in each row.
Time -- - peps Dept - Dept -- Dept -
(hours) (in) (in) (in) (in)
Depth I
fin)
0.000
0.0000
0.0031
0.0062
0.0093
0.0125
0.500
0.0157
0.0189
0.0222
0.0255
0.0288
1,000
0.0321
0.0355
0.0389
0.0424
0.0458
1.500
0.0494
0.0529
0.0565
0.0600
0.0637
2.000
0.0673
0.0710
0.0747
0.0785
0.0823
2.500
0.0861
0.0899
0.0938
0-0977
0.1016
3.000
0.1056
0.1096
0.1136
0.1177
0-1217
3.500
0.1259
0.1300
0.1342
0,1384
0.1426
4-000
0,1469
0.1512
0.1556
0.1600
0.1645
4.500
0.1691
0.1737
0.1784
0.1831
0,1879
5-000
0.1928
0.1977
0.2027
0.2077
0.2129
5.500
0.2180
0.2233
0.2286
0.2339
0.2393
6.000
0.2448
0.2503
0.2559
0.2616
0.2673
6.500
0.2731
0,2789
0.2849
0.2908
0.2969
7.000
0.3029
0.3091
0.3153
0.3216
0.3279
7.500
0.3343
0.3408
0.3473
0,3539
0.3605
8,000
0.3672
0.3741
0.3813
0-3888
0.3966
8.500
0.4047
0.4131
0.4218
0.4308
0.4402
9.000
0.4498
0.4596
0,4694
0.4792
0.4890
9.500
0.4988
0.5088
0.5193
0.5304
0.5419
10.000
0.5539
0.5665
0.5798
0.5939
0.6087
10.500
0.6242
0.6408
0.6585
0.6775
0.6977
11.000
0.7191
0.7426
0.7690
0.7984
0.8307
11.500
0.8660
0.9389
1.0843
1.3182
1.7377
12.000
M288
2.0868
2-1378
2,1819
2,2190
12-500
2.2491
2.2749
2.2992
2.3218
2.3429
13.000
2.3623
2,3806
2.3979
2.4145
2,4301
13-500
2.4449
2.4590
2.4725
2.4853
2.4976
14,000
2.5092
2.5204
2.5314
2.5422
2.5528
14.500
2.5631
2.5733
2.5832
2.5929
2.6024
15.000
2.6117
2.6208
2,6296
2.6383
2.6467
15.500
2.6549
2.6629
2.6707
2.6783
2-6857
16.000
2.6928
2.6998
2.7067
2.7136
2.7203
16.500
2.7270
2.7337
2.7402
2.7467
2.7531
17.000
2.7594
2.7656
2-7717
2.7778
2.7838
Bentley Systems, tnc. Haestad Methods Solution Bentley PondPack V8i
RHT.0017.ppc Center [08A 1.01.541
10/29/2012 27 Siemon Company Drive Suite 200 W Page 8 of 29
Watertown, CT 06795 USA [phone]

Subsection: Time -Depth Curve
Label: 24hr Fort Bragg
CUMULATIVE RAINFALL (in)
Output Time Increment = 0.100 hours
Return Event: 1 years
Storm Event: lyr, 24hr (Fort Bragg)
Time on left represents time for first value in each row.
Time
Dept
_ Dept
Depth
Depth
Depth - 1
(hours) _ -�
(in)
(in)
(in)
(in) _
(in)
17.500
2.7898
2.7956
2.8014
2.8071
2.8127
18.000
2.8183
2.8237
2.8291
2.8344
2.8397
18.500
2.8449
2.9499
2.8549
2.8599
2.8647
19.000
2.8695
2.8742
2.8788
2.8834
2.8879
19.500
2.8923
2.8966
2.9008
2.9050
2.9091
20.000
2.9131
2.9171
2.9210
2.9250
2.9289
20.500
2.9328
2.9367
2.9406
2.9445
2,9483
21.000
2.9521
2.9560
2.9598
2.9635
2.9673
21.500
2.9711
2.9748
2.9785
2.9822
2.9859
22.000
2.9096
2.9933
2.9969
3.0006
3.0042
22.500
3.0078
3.0114
3.0150
3.0185
3,0221
23.000
3.0256
3.0291
3.0326
3.0361
3.0395
23.500
3.0430
3.0464
3.0498
3.0532
3,0566
24.000
3.0600
(NIA)
(NIA)
(NIA)
(NIA)
Bentley Systems, Inc. Haestad Methods Solufion Bentley PondPack V8i
RHT.0017.ppc Center [08.11,01,541
10/292012 27 Siemon Company Drive Suite 200 W Page 9 of 29
Watertown. CT 06795 USA [phone]

Subsection: Runoff CN-Area
Label: PreDev DA
Runoff Curve Number Data
i
Sail/Surface Description
Return Event: 1 years
Storm Event: 1yr, 24hr (Fort Bragg)
CN - -Area - _ - - C ---�C --- Adjusted CN i
Woods - good - Soil A
30.000
112,192.000
0.0
0.0
30.000
COMPOSITE AREA & WEIGHTED CN ---s
(N/A)
1 112,192.000
1 (N/A)
I (N/A)
30.00D
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Subsection: Runoff CN-Area
Label: PreDev DA
Runoff Curve Number Data
t Soil/Surface Description
Return Event: 10 years
Storm Event: fyr, 24hr (Fort Bragg)
-- - - CN - - --- Area - — C — — UC Adjusted CN
(ftz) (9b) (°l6) I
Woods - good - Soil A
30.000
1 112,192.000
0.0
0.0
30.000
COMPOSITE AREA & WEIGHTED CN --->
(N/A)
112,192.000
(N/A)
(N/A)
30.000
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Subsection: Runoff CN-Area
Label: PreDev DA
Runoff Curve Number Data
Soil/Surface Description
Return Event: 100 years
Storm Event: lyr, 24hr (Fort Bragg)
CN Area _ C --- __ Uc u� Adjusted CN
(ft7) M M 4
Woods - good - Soil A
30.000
112,192,000
0.0
0.0
30.000
COMPOSITE AREA & WEIGHTED CN --->
(N/A)
1 112,192.000
(N/A)
(N/A)
30.000
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Subsection: Addition Summary
Label: Post Out
Summary for Hydrograph Addition at'Post Out'
- - - -Upstream Link y -, _- Upstream Node `
Outlet-1 Infiltration Basin
Catchment to Outflow Nodes Post (Not Into Basin)
Node Inflows
Return Event: I years
Storm Event: Iyr, 24hr (Fort Bragg)
inflow Type
Element
Volume _
Time to Peak
Flow (Peak)
(ac-ft)
(hours)
(ft3Js)
Flow (From)
Outlet-1
0.000
0.000
0.00
Flow (From)
Post (Not Into
0.000
0.000
0.00
Basin)
Flow (In)
Past Out
0.000
0.000
0.00
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Subsection: Addition Summary Return Event: 1 years
Label; Pre Out Storm Event: lyr, 24hr (Fort Bragg)
Summary for Hydrograph Addition at 'Pre Out'
Node - --
<Catchment to Outflow Node> F ^~ - PreDev DA
Node Inflows
Inflow Type Element Volume Time to Peak Flow (Peak)
(ac-R) _ (_hours) _ (113/0 _
Flow (From) PreDev DA 0-000 0.000 0,00
Flow (in) Pre Out 0.000 0.000 0.00
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Subsection: Elevation -Area Volume Curve
Label: Infiltration Basin
Elevation Planlmeter Area
(�) (ft2) (ft2)
Return Event: 10 years
Storm Event: lyr, 24hr (Fort Bragg)
Al+A2+sqr u Volume Volme (Total) f
(A1*A2) (ac-ft) (ac-ft)
(ft2)
166.00
0.0
6,240.000
0.000
0.000
0.000
167.00
0.0
7,450.000
20,508.211
0.157
0.157
1
168.00
0.0
9,155.000
24,863.617
0.190
0,347
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Subsection: Volume Equations
Label: Infiltration Basin
Return Event: 10 years
Storm Event: lyr, 24hr (Fort Bragg)
Pond Volume Equations
* Incremental volume computed by the Conic Method for Reservoir Volumes.
Volume = (1/3) * (EL2 - Ell) * (Areal + Area2 + sgr(Areal * Area2))
where: EL1, EL2 Lower and upper elevations of the Increment
Areal, Area2 Areas computed for ELl, EL2, respectively
Volume Incremental volume between EL1 and EL2
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Subsection: Outlet input Data
Label: Composite Outlet Structure - 1
Return Event: 10 years
Storm Event: 1yr, 24hr (Fort Bragg)
Requested Pond Water Surface Elevations
Minimum (Headwater) 166.00 ft
Increment (Headwater) 0.50 ft
Maximum (Headwater) 168.00 It
Outlet Connectivity
Structure Type Outlet ID Direction Outfall El E2
I (ft) (ft)
Rectangular Weir
Weir - 1
Forward I TW
1 167-10
168.00
Tailwater Settings
Tailwater
(N/A)
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Subsection: Outlet Input Data
Label: Composite Outlet Structure - 1
Return Event: 10 years
Storm Event: lyr, 24hr (Fort Bragg)
Structure ID: Weir - 1
Structure Type: Rectangular Weir
Number of Openings
1
Elevation
167.10 ft
Weir Length
8.00 ft
Weir Coefficient
3.00 (ftA0.5)/s
Structure ID: TW
Structure Type: TW Setup, DS Channel
Tailwater Type
Free Outfall
Convergence Tolerances
Maximum Iterations
30
Tailwater Tolerance
0.01 ft
(Minimum)
Tailwater Tolerance
0.50 ft
(Ma)imum)
Headwater Tolerance
0.01 ft
(Minimum)
Headwater Tolerance
0.50 ft
(Maximum)
Flow Tolerance (Minimum)
0.001 ft3Js
Row Tolerance (Maximum)
10,000 01s;
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Subsection: Individual Outlet Curves
Label: Composite Outlet Structure - 1
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = Weir - 1 (Rectangular Weir)
Upstream ID = (Pond Water Surface)
Downstream ID = Tailwater (Pond Outfall)
Return Event: 10 years
Storm Event: 1yr, 24hr (Fort Bragg)
Water Surface Row
Tailwater Elevation
Convergence Error
Elevation (ft3/s)
i
(ft)
(ft)
(ft)
166.00
0.00
(N/A)
0.00
166.50
0.00
(N/A)
0.00
167.00
0.00
(N/A)
0.00
167.10
0.00
(N/A)
0.00
167.50
6.07
(N/A)
0.00
168.00
20.49
(N/A)
a.oa
Computation Messages
HW & TW below Inv.El.= 167. 100
HW & TW below Inv.El.=167.100
HW & TW below [nv.El.= 167. 100
H=.00; Htw=.00; Qfree=.00;
H=.40; Htw=.00; Qfree=6.07;
H=.90; Htw=.00; Qfree=20.49;
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Subsection: Detention Time
Label: Infiltration Basin (IN)
Infiltration
Inflltration Method
Average
(Computed)
Infiltration Rate
Inflltration Rate (Average)
1.2000 in/h
Approximate Detention Times
Time to Peak (Outflow +
Infiltration, Peak to Peak
13.000 hours
Detention Time)
Time to Peak (Inflow, Peak
11.950 hours
to Peak Detention Time)
Detention Time (Peak to
1.050 hours
Peak)
Time to Centroid (Outflow)
16.770 hours
Time to Centroid (Inflow)
13.983 hours
Detention Time (Centroid to
2.787 hours
Centroid)
Weighted Average Plug Time
4.102 hours
Maximum Plug Volume Plug
2,812 hours
Time
Maximum Inflow Plug
0.008 ac-ft
Volume
Time (Maximum Plug
11.900 hours
Volume, Start)
Time (Maximum Plug
11.950 hours
Volume, End)
Return Event: 1 years
Storm Event: lyr, 24hr (Fort Bragg)
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Subsection: Detention Time
Label: Infiltration Basin (IN)
Infiltration
Infiltration Method
Average
(Computed)
Infiltration Rate
Infiltration Rate (Average)
1.2000 In/h
Approximate Detention Times
Time to Peak (Outflow +
Infiltration, Peak to Peak
13.700 hours
Detention Time)
Time to Peak (Inflow, Peak
11.900 hours
to Peak Detention Time)
Detention Time (Peak to
1.800 hours
Peak)
Time to Centroid (Outflow)
17.590 hours
Time to Centroid (Inflow)
13.548 hours
Detention Time (Centroid to
4.042 hours
Centrold)
Weighted Average Plug T-ime
5.777 hours
Maximum Plug Volume Plug
5.503 hours
Time
Maximum Inflow Plug
0.020 ac-ft
Volume
Time (Maximum Plug
11.900 hours
Volume, Start)
Time (Maximum Plug
11.950 hours
Volume, End)
Return Event: 10 years
Storm Event: 10yr, 24hr (Fort Bragg)
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Subsection: Detention Time
Label: Infiltration Basin (IN)
Infiltration
Infiltration Method Average
(Computed) Infiltration Rate
Infiltration Rate (Average) 1.2000 In/h
Approximate Detention Times
Time to Peak (Outflow +
Infiltration, Peak to Peak
12.050 hours
Detention Time)
Time to Peak (Inflow, Peak
11.900 hours
to Peak Detention Time)
Detention Time (Peak to
0.150 hours
Peak)
Time to Cenlrold (Outflow)
15.400 hours
Time to Centroid (Inflow)
13.274 hours
Detention Time (Centroid to
2.125 hours
Centroid)
Weighted Average Plug Time
4.342 hours
Maximum Plug Volume Plug
2.396 hours
Time
Maximum Inflow Plug
0.035 ac-ft
Volume
Time (Maximum Plug
11.900 hours
Volume, Start)
Time (Maximum Plug
11.950 hours
Volume, End)
Return Event: 100 years
Storm Event: 100yr, 24hr (Fort Bragg)
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Subsection: Pond Routed Hydrograph (total out) Return Event: 1 years
Label: Infiltration Basin (OUT) Storm Event: lyr, 24hr (Fort Bragg)
Peak Discharge
0.00 0/s
Time to Peak
8.000 hours
Hydrograph Volume
0.000 ac-ft
HYDROGRAPH ORDINATES (W/s)
Output Time Increment » 0.050 hours
Time on left represents time for first value in each row.
I Time Flow Flow Flow Flow Flow
i (hoofs) (ft3/S) (ft3/5) (ft3/5) (ft3/S) (ft3/S)
0.000 0.001 0.00 (N/A) I (N/A) I (N/A)
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Subsection: Pond Routed Hydrograph (total out)
Label: Infiltration Basin (OUT)
Return Event: 1 years
Storm Event: iyr, 24hr (Fort Bragg)
0-000 5.000 10.000 15.000 20.000
Time (hours)
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0
Subsection: Pond Routed Hydrograph (total out)
Label: Infiltration Basin (OUT)
Return Event: 10 years
Storm Event: 10yr, 24hr (Fort Bragg)
Peak Discharge 0.00 ft3/s
Time to Peak 8.000 hours
Hydrograph Volume 0.000 ac-ft
HYDROGRAPH ORDINATES (ft'/s)
Output Time Increment = 0.050 hours
Time on left represents time for first value in each row.
Trne Flow Flow Flow Flow
(hours) (ft3/S) (ft3/S) (ft3/S) (ft3/S)
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Subsection: Pond Routed Hydrograph (total out)
Label: Infiltration Basin (OUT)
Return Event: 10 years
Storm Event: 10yr, 24hr (Fort Bragg)
0.000 5.000 10.000 15.000 20.000
Time (hours)
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Subsection: Pond Routed Hydrograph (total out)
Label: Infiltration Basin (OUT)
Return Event: 100 years
Storm Event: 100yr, 24hr (Fort Bragg)
Peak Discharge 3.60 ft3/s
Time to Peak 12.050 hours
Hydrograph Volume 0.144 ac-ft
HYDROGRAPH ORDINATES (ft3/s)
Output Time Increment = 0.050 hours
Time on left represents time for first value in each row. Ti_
me Flow Flow Flow Flow Flow
i (hours) (ft3/s) MYS) (ft3/s) (ft3/s) (ft3/s)
11.900
0.00
0.59
2.65
3.60
3.54
12.150
2.99
2.47
2.04
1.71
1.46
12.400
1.25
1-08
0.94
0.82
0.71
12.650
0.63
0.56
0.51
0.46
0.43
12.900
0.40
0.37
0.34
0.32
0.30
13.150
0.28
0-27
0,25
0.24
0.22
13.400
0.21
0.20
0.19
0.18
0.17
13.650
0.16
0.15
0.14
0.13
0.13
13,900
0.12
0.11
0.10
0.09
0.09
14.150
0.08
0.08
0.07
0.07
0.07
14.400
0.06
0.06
0.06
0-05
0.05
14.650
0.05
0.05
0.04
0.04
0.04
14.900
0.03
0.03
0.03
0.03
0.02
15.150
0.02
0.02
0.02
0.01
0.01
15.400
1 0.011
0.01
1 0.00
0.00
(N/A)
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Subsection: Pond Routed Hydrograph (total out)
Label: Infiltration Basin (OUT)
Return Event: 100 years
Storm Event: 100yr, 24hr (Fort Bragg)
0.000 5.000 10.000 15.000 20.000
Time (hours)
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Index
2
24hr Fort Bragg (Time -Depth Curve, 1 years) ... 8, 9
24hr Fort Bragg (Time -Depth Curve, 10 years) ... 6, 7
24hr Fort Bragg (Time -Depth Curve, 100 years) ... 4,5
C
Composite Outlet Structure - 1 (Individual Outlet Curves, 10 years) ... 19
Composite Outlet Structure - 1 (Outlet Input Data, 10 yeais)...17, 18
Infiltration Basin (Elevation -Area Volume Curve, 10 years) ... 15
Infiltration Basin (IN) (Detention Time, 1 years) ... 20
Infiltration Basin (IN) (Detention Time, 10 years) ... 21
Infiltration Basin (IN) (Detention Time, 100 years) ... 22
Infiltration Basin (OUT) (Pond Routed Hydrograph (total out), I years) ... 23, 24
Infiltration Basin (OUT) (Pond Routed Hydrograph (total out), 10 years) ... 25, 26
Infiltration Basin (OUT) (Pond Routed Hydrograph (total out), 100 years)...27, 28
Infiltration Basin (Volume Equations, 10 years) ... 16
M
Master Network Summary...2, 3
F1
Post Out (Addition Summary, I years)...13
Pre Out (Addition Summary, 1 years)...14
PreDev DA (Runoff CN-Area, 1 years).,. 10
PreDev DA (Runoff CN-Area, 10 years) ... 11
PreDev DA (Runoff CN-Area, 100 years) ... 12
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