SW8120607_HISTORICAL FILE_20120720

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 1�0&
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
!2E?/lLd Jai, U
YYYYMMDD

Pusey, Steven
From Betty Bullock [BettyBullock@jlpnc com]
Sent Friday, July 20, 2012 3 55 PM
To- Pusey, Steven
Subject, RE Friendly Mart Hwy 258 - Additional Info
will do
From: Pusey, Steven [madto,steven pusey@ncdenr govl
Sent: Friday, July 20, 2012 3 54 PM
To: Betty Bullock
Subject., RE. Friendly Mart Hwy 258 - Additional info.
Betty,
Once closed, can you send me a copy of the deed for the property showing Friendly Mart as the owner? Then, I can just
write the permit in their name
Thanks,
Steve
From: Betty Bullock m i I k l n m
Sent: Friday, July 20, 2012 2-29 PM
To: Pusey, Steven
Subject: RE Friendly Mart Hwy 258 - Additional Info.
Steve, they are the buyers, which it closed today on the property At the time of the submittal, Highway 258 still owed it
but it was under contract to close today, Friendly Mart Inc require the submittal as a stimulation of the sale Do I still
need to do anything?
Betty
From: Pusey, Steven [mailto steven puse&ncdenr govl
Sent: Friday, July 20, 2012 2.23 PM
To: Betty Bullock
Subject: Friendly Mart Hwy 258 - Additional Info
Importance: High
Betty,
Since this permit application has a property owner, Highway 258 Investors, and a potential lessee, Friendly Mart, the
permit should probably be written to both the property owner and lessee Please verify that Friendly Mart will be the
lessee
Assuming that Friendly Mart is the lessee, Mr Dewey Edwards, Jr of Highway 258 Investors, needs to put his name on
the Deed Restriction & Protective Covenants document, and have it signed and notarized (unless that authority has been
given to the lessee, Friendly Mart) As stated in the application, if Friendly Mart is going to be the lessee, please provide
a copy of the lease agreement for our files
We request that this information be returned by July 30, 2012 If you need additional time, please advise
Regards,

r
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Puse , Steven
From. Pusey, Steven
Sent Friday, July 20, 2012 2 23 PM
To- 'Betty Bullock'
Subject. Friendly Mart Hwy 258 - Additional Info
Importance- High
Betty,
Since this permit application has a property owner, Highway 258 Investors, and a potential lessee, Friendly Mart, the
permit should probably be written to both the property owner and lessee Please verify that Friendly Mart will be the
lessee
Assuming that Friendly Mart is the lessee, Mr Dewey Edwards, Jr of Highway 258 Investors, needs to put his name on
the Deed Restriction & Protective Covenants document, and have it signed and notarized (unless that authority has been
given to the lessee, Friendly Mart) As stated in the application, if Friendly Mart is going to be the lessee, please provide
a copy of the lease agreement for our files
We request that this information be returned by July 30, 2012 If you need additional time, please advise
Regards,
cPfcvILK G- P.sa-y.
Environmental Engineer
NCDENR - Div of Water Quality
Surface Water Protection
Ph [phone] / Fax [phone]
AMN
Before pnnt►ng this email, please consider your budget and the environment
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties

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191M111N IMINIM111
ooe IOs oott10002 Types CpP
Rraardrd 0 /2o 2012 at l2 t==49 PM
Fee AJst ie a 0 Papa 1 a 2
RaYaaus Taxi 460 0o
orator County tVC
Rabeooa L Cardr
m38ispo340-343 �� .� " m.�=
hrtielthmiinwladtim
ihhbMPACMIRWA Wd=A
This deed presented to ■i hbitud
The*W39m)
Oater
n, <,Ihgl,m R one
Ddlinquent taxes, if any, to be paid by the closing attorney to the w County Tax Collector upon disbursement of
closing proceeds The hereinafter described property_ does xx does not include the primary residence of Grantor
NORTH CAROLINA GENERAL WARRANTY DEED
_Exmp—Tax S550.00 Recording Time. Bgok and Page set forth above
This Instrument prepared by Gaylor Edwards & Vatcher P-k Licensed North Carolina Attorneys
TAX PARCEL M 156041 - Property address 4981 Richlands Highway, Jacksonville, NC 28540
Brief description for index Lot 2, 2 41 acres, Northridge Commercial, Map Bk 64, I g 94
4V
THIS DEED made this 0 day of July, 2012 by and between
GRANTOR.
HIGHWAY 258 INVESTORS, INC, a
North Carolina corporation
Matftng address
P O Box 1685
Jacksonville, NC 29541
• GRANTEE
* FRIENDLY MART, INC, a
* North Carolina corporation
* Mailing address
* PO Box1019
* Mount Olive, NC 2W65
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors and
assigns and shall include stngular, plural, mascuitne, ferrunme or neuter as required by context.
WITNFSSI TH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt and
sufficiency of which is hereby acknowledged, has and by these presents does grant bargain, sell, and
convey unto the Grantee, in fee simple, all that/those certain tract(s), lot(s) or parcel(s) of land, situaled in
Jacksonville Township, Onslaw County, North Carolina and more particularly described as follows•
BEING all of Lot 2, contaitung 2.41 acres, as shown and described on a plat entitled, "Final Plat of Lots 1 &
2, Northridge Commercial Subdivision," dated April 20, 2012, prepared by John L. Pierce & Associates,
P.A and recorded in Map Books 64, Page 94, Cabinet N, in the Office of the Register of Deeds of Onslow
County, North Carolina.
Together with and subject to building setback lines, easements and other matters as shown on the plat
recorded in Map Book 64, Page 94, Onslow County Registry
J %WM=%UW0HM%01XWJHW Isr IHY6TOe5AMbLY M WT *pd
Book 3816 Page 340 Page oft
Book 3816 Pago 340 Vail 2

Iraya c ' ui c/
The property herein above described is a portion of the property acquired, by Grantor by instrument
recorded In Book 2813, Page 105, Onslow County Registry
TO HAVE AND TO HOLD the aforesaid tract(s), lots) or parcels) of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple
THE GRANTOR COVENANTS WITH THE GRANTEE, that Grantor is seized of the premises In fee
simple, has the right to convey the same in fee simple, that title is marketable and free and dear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all persons
whomsoever except for the exceptions hereinafter stated.
Title to the property herein above described is subject to the following exceptions
Property taxes for the current year, if any, and thereafter, easements of record, and matters shown on the
recorded plat.
IN WITNESS WHEREOF, the Grantor has hereto set his/her hand and seal, or If corporate or other
entity, has caused this instrument to be executed by its duly authorized partner(s), manager(s) or officer(s),
the day and year first above written
HIGHWAY 258 INVESTORS, INC, a North Carolina
corporation
ByrtAJ
Nam J Dewey Edw rds, Jr
Title esfdent
STATE OF NORTH CAROLI lA
COUNTY OF ONSLOW
1 certify that the following person(s) personally appeared before me this day, each acknowledging to me
that he or she voluntarily signed the foregoing document for the purposes stated therein and in the
capacfty(ies) indicated J Dewey Edwards, Jr, as President
Date. July i, 2012 Jennifer M. Shugart
Nofpry Public
Onslow County, N,C
(O rr l s tare o ) My Commission Exphos' I
Ani.b—. 7a am a
(Notory't prrnlad or typed name) a
(Offrrra! Srmnpur Surll
My commission expires _
J JWMX C5%CV4CRm1UM%RW1 ZIA INvOTUS FlYFNOLY MART*pd
Hook. 3816 Page 340 Page 2 of 2
Book 383.6 page 340 eeq 2

ompleteness Review Checklist Sow
Protect Name. — -Ti, L%* Received Date
Protect Location AO Accepted Date
Rule(s) D008 Coastal
El1995 Coastal MPhase II (WiRO) Universal �1988 Coastal
Type of Permit. Ne or Mod or PR
Existing Permit # (Mod or PR)
�PE Cert on File?
Density HD or LD
Type Co inert
l or Residential
�NCG
% (off (% OK?)
Stream Class rCSt�J �SA Map
�Offsite to SW8
Subdivided?- Subdivision
or Sin le Lot
ORW Map
Exempt
Paperwork _ Emailed Engineer on. 5136(tom 'n(015 -7(fW
Supplements) (1 original per BMP) BMP Types) q yr, r 1
&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
Duplication with correct/original signatures
&-6"P�or LLC qg Aut er SoS or letter Note to Reviewer: /
05 (within 6mo) — �S m- � � ✓�� �du[b�.V �o�,p 1 �,,� I d i?�s+
Soils Report with SHWT �'rar C°itil�lanQ l�p�crt-�?
�Tcuiations (signed/sealed) 7 D� tSJ %—
obvious errors
sity includes common areas, etc
eed Restrictions, if subdivided ��y, �bm�p�7
,L Signed & Notarized U
� MCorrect Temnlate (Comm/Res & HD/LD] or De
— f�Q urnor-C 16 �Q�Sto�Q
Plans
aZ-! ets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands Delineated or No Wetlands
OVicmity Map Layout (proposed BUA dimensions)
Legend ElDA Maps Protect Boundaries
Infiltration Wet Pond Offsite
Soils Report Soils Report(SF MPE Cert for Master Lot #
SHWT SHWT �'�,s Deed Rest for Master Lot # Matches Master
Bottom PP BUA Permitted (Master) sf
Visited BUA Proposed (Offsite) sf
Additional Information-
Permitted Proposed Proposed Proposed
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

North Carolina Secretary of State
Page I of 2
North Carolina
Elaine F Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh NC 27626-0622 t9191807-20DO
Date 5/25/2012
Click here to
View Document Filings I File an Annual Report J
JPrint a pre -populated Annual Report Form E Amended A Previous Annual Report
Corporation Names
/Name
Name Type
NC FRIENDLY M
LEGAL
INC
Business Corporation Information
SOSI D
0056395
Status
Current -Active
Effective Date
4/27/1978
Annual Report Due Date
Citizenship
DOMESTIC
State of Inc
NC
Duration
PERPETUAL
Annual Report Status
CURRENT
Registered Agent
Agent Name
MCKEE JR, GUY V
Office Address
141 MCKEE OIL COMPANY ROAD
MOUNT OLIVE NC 28365
Mailing Address
141 MCKEE OIL COMPANY ROAD
MOUNT OLIVE NC 28365
Principal Office
Office Address
141 MCKEE OIL COMPANY ROAD
MOUNT OLIVE NC 28365
Mailing Address
141 MCKEE OIL COMPANY ROAD
MOUNT OLIVE NC 28365
Officers
Title
PRESIDENT
Name
MICHAEL PRICE
Business Address
P O BOX 1019
MOUNT OLIVE NC 28365
Title SECRETARY
Name GUY V MCKEE JR
Business Address P O BOX 1019
MOUNT OLIVE NC 28365
Title VICE PRESIDENT����
Name W NEIL PRICE
Business Address P O BOX 1019
MOUNT OLIVE NC 28365 11
1�
Stock i3Y
http //www secretary state ne us/corporations/Corp aspx9Pitem1d=4970658 5/25/2012

SOSID 0056395
Date Filed 9/23/2011 3 05 00 PM
Elaine F Marshall
CD•479 (42) Business Corporation North Carolina A North Carolina Secretary of State
11-22-10
This report may be filed online at the Secretary of State website jM CA201126600131
NameofBus Corporation FRIENDLY MART, INC.
Fiscal Year Ending 04 30 11 State of incorporation NC
Month ! Day ! Year
Secretary of State ID Number 0056395
1 hereby certify that an annual report complew In Its entirety has been submitted and the information requested below (required by
NCGS 55-16 22) has not changed and Is therefore complete
Nature of Business
Registered Agent.
Registered Office Mailing Address
County City State Zip Code
Registered Office Street Address
County City State Zip Code
Signature of New Reglstered Agent
(Signature constitutes consent to the appolniment)
Principal Office Telephone Number
Principal Office Mailing Address
City State Zip Code
Principal Office Street Address
City State Tip Code
Name, Title, and Business Address of Principal Officers
Name Title
Address
City State Zip
Name Title
Address
City State Zip
Name Title
Address
City State
rffl n of Waal r port (M plated by all Business Corporations)
3, Ipnet P Farm m slgn-d byan officer of corporation)a� InyL�a.tl�cl_L-1Q
Typo or Print Name
ZIP
Date
Title

c
SOSID 0056395
Date Filed 11/29/2001 148 PM
Effective 11/30/2001
ARTICLES OF AMENDMENT Elaine F Marshall
OF North Carolina Secretary of State
3 3 3S� FRIENDLY MART, INC
Pursuant to §55-10-06 of the General Statutes of North Carolina, the undersigned
corporation hereby submits the following Articles of Amendment for the purpose of amending its
Articles of Incorporation
(1) The name of the corporation is Friendly Mart, Inc
(2) The text of each amendment adopted is as follows
Delete Article IV of the Articles of Incorporation in its entirety and insert
the following in lieu thereof
-ARTICLE IV
The corporation shall have authority to issue eleven thousand (11,000)
shares of stock, consisting of ten thousand (10,000) Class A Shares of common
stock, having no par value, and one thousand (1,000) Class B Shares of cornmon
stock, having no par value Except as otherwise provided by the laws of the State
of North Carolina, Class B Shares of common stock shall not have the right to vote
for the election of directors of the corporation, and shall not have the right to vote
on any matter presented to the shareholders for their vote or approval With the
exception of voting rights, each class of shares shall have identical rights in all
respects "
(3) The amendment provides for an exchange and cancellation of issued shares,
provisions for implementing the amendment are as follows
Effective upon the filing of these Articles of Amendment, the Board of
Directors of the Company will make the following offer for each share of capital
stock now issued and outstanding
One (1) share of newly authorized Class A Shares of ,,
common stock will be exchanged for every twenty-five (25) sh e= E I
of common stock now issued and outstanding
MAY t2012

-2-
Surrendered shares will be cancelled
(4) The date of adoption of the amendments was November 28, 2001
(5) The foregoing amendment was unanimously approved by the shareholders, as
follows
(a) The designation, number of outstanding shares, number of votes
entitled to be cast by each voting group entitled to vote separately on the
amendment, and number of votes of each voting group indisputably represented at
the meeting were as follows
Designation of Class
# of Outstanding
# of Votes
# of Votes
or Series
Shares
Entitled to he Cast
Represented
Common
240
240
240
(b) Total number of votes cast for and against the amendment by each
voting group entitled to vote on the amendment was as follows
# of Votes Cast
Designation of Class
or Series FOR AGAINST
Common 240 0
(6) These articles will be effective November 30, 2001, at 11 58 o'clock p in
This the 2811 day of November, 2001
FRIENDLY MART. INC
F(Document"licelWPDOCSICorporatelFriendly Mart, InclFrlendly Mart - ARTICLES OFAMENDMENT wpd

North Carolina Secretary of State
Page] of 2
North Carolina
Elaine F- Marshall D EPARTM ENT OF THE
Secretary S EC R ETARY OF STATE
PO Box 29622 Raleigh, NC 2762"622 [phone]
Date 5/25/2012
Click here to
View Document Filings I File an Annual Report
°A Print a pre -populated Annual Report Form I Amended A Previous Annual Report
Corporation Names
Name Type
(ame
NC HIGHWAY 258
LEGAL
INVESTORS, INC
Business rmatton
SOSID
0895432
Status
Current -Active
Effective Date
1/30/2007
Annual Report Due Date
Citizenship
DOMESTIC
State of Inc
NC
Duration
PERPETUAL
Annual Report Status
CURRENT
Registered Agent
Agent Name
BULLOCK BETTY
Office Address
405 JOHNSON BLVD
JACKSONVILLE NC 28540
Mailing Address
PO BOX 1685
JACKSONVILLE NC 28540
Principal Office
Office Address
405 JOHNSON BLVD
JACKSONVILLE NC 28540
Mailing Address
PO BOX 1685
JACKSONVILLE NC 28540
Officers
PRESIDENT
Came
J DEWEY EDWARDS JR
usiness Address
PO BOX 1057
JACKSONVILLE NC 28540.
Title VICE PRESIDENT
Name BETTY BULLOCK
Business Address PO BOX 1685
JACKSONVILLE NC 28540
Title VICE PRESIDENT
Name JOHN PIERCE
Business Address 118 FAWN TRAIL
JACKSONVILLE NC 28540
Stock
EG E E 'sip` tom.
11
MAY 3 0 2012
http I/www secretary state nc us/corporations/Corp aspx9Pitemld=8139498 5/25/2012

ONAMOF
BUSINESS CORPORATION
0
ANNUAL REPORT
BUSINESS CORPORATION Highway 258Investors, Inc
FISCAL YEAR ENDING
SECRETARY OF STATE CORPORATE ID NUMBER 0895432
NATURE OF BUSINESS Real &tale investment
REGISTERED AGENT Bullock, Betty
REGISTERED OFFICE MAILING ADDRESS PO Box 1685
Jacksoinalte, NC 28540
Date Filed 5/13/2011 3 18 00 PM
Elaine F Marshall
North Carolina Secretary of State
STATE OF INCORPORATION NC
REGISTERED OFFICE STREET ADDRESS 40SJohnson Blvd
Jacksonville, NC 28S40 Onslow County
SIGNATURE OF THE NEW REGISTERED AGENT
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER [phone]
PRINCIPAL OFFICE MAILING ADDRESS
PRINCIPAL OFFICE STREET ADDRESS
PRINCIPAL OFFICERS
Name J Dewey Edwards Jr
Trtk President
Address
PO Box 1057
Jacksonville, NC 28540
405-labusapt &4 P4 /3o-k /togs
Jacksonville, NC 28540
APT Johnson 131Vd.
Jccck5o,,1vtlrt.1N(- 1285")
Name Betty Bullock
Titk Vice President
Address
PO Boat 1685
Jacksonville, NC 28540
Name John Pierce
Ttik Nce President
Address
118 Fawn Trail
Jacksonville, NC 28540
CERTIFICATION O AL REPORT MUST BE COMPLETED BY ALL BUSINESS CORPORATIONS
FORM M6rOSIOVED BY AN OFFICER OF T RE CORPORATION DATE
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE $25 MAIL T& Seorctary of State • Colp mom Dkvmon • Post O&'im Box 29575 • Raleigh, NC 27626-0525

C200702900146
ARTICLES OF INCORPORATION
FOR
HIGHWAY 258 INVESTORS, INC.
SOSID: 895432
Date Filed 1/30/1007 9.10 00 AM
Elaine F. Marshall
North Carolina Secretary of State
C 200702900146
Pursuant to General Statute Section 55-2-02 of the General Statutes of North
Carolina, the undersigned does hereby submit these Articles of Incorporation for the
purpose of forming a business corporation
1 The name of the corporation is HIGHWAY 258 INVESTORS, INC
2. The number of shares the corporation is authorized to issue is One Hundred
Thousand (100,000), all of one class, designated as common stock
3 The street address and county of the initial registered office of the corporation
Is 409 Johnson Boulevard,, Jacksonville, Onslow County, North Carolina 28540
4 The mailing address of the initial registered office is Post Office Box 1685,
Jacksonville, North Carolina 28540.
S The name of the initial registered agent is Betty Bullock
6. The name and address of the incorporator is J Dewey Edwards, Jr , 219 New
Bridge Street, Jacksonville, NC 28540
7 These articles will be effective upon filing
This the 25"' day of January, 2007
J. EY EDWA DS, JR
1he6rporator It
STATE OF NORTH CAROLINA
COUNTY OF ONSLOW
I, Jennifer M Shugart, a Notary Public of the County and State aforesaid, certify that
J Dewey Edwards, Jr personally appeared before me this day and acknowledged the
execution of the foregoing Instrument
Witness my hand and official stamp or seal, this 2S`h day of January, 2007
My commission expires
Notary Public
INEGEIVF
MAY 302012
kS Y �_

(Page 1 of 6)
l 1
W
10011111111111115
Doe I0 002245870000 Type CRP
Recorded 02/01/2001 at 03 46 13 PM
Fee Amt $778 00 P&OR i of e
Excise Tax $750.00
Onslo++ Caunty'
Mildred M Ttiomaa Replster of Deeds
SK2813 i,405-110
Delinquent taxes, if any, will be paid out of the closing
This deed presented to proceeds to the Onslow County Tax Collector by the closing
I fit
nto 2-a C l 'fitu QIBce attorney.
gate ,�;L.Q�. Clerk
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax $7 00
Parcel Identifier No _ 320-3 Verified by County on the day of 20
13y
Mall/Box to _ Gavl or _ Edwards & Vat&er,,, Attnrrte�s
This i istrttment was prepared by TISDALE, McCONNELL & BARDILL, LLP, ATTORNEYS AT LAW
Brief descnptron for the Index 42 9_acres, Lot 2, Survey_ for Lillian Wells Estate
THIS DEED made this 1 th day of December, 209&, by and between
DONNA CREECH POWELL, WIDOW„ VIICHAELJAMES
CREECH, SINGLE, NORMA POWELL WALTERS AND
HUSBAND, MICHAEL H WALTERS, VIRGINIA
POWELL MIDDLETON, WIDOW, JANET POWELL
NAINCE AND HUSBAND, DALE NANCE, JOHN
SHEPPARD POWELL AND WIFE, DORETHA POWELL,
N BOYD TISDALE AND JEFFREY S MILLER, CO -
ADMINISTRATORS OF THE ESTATE OF NORMAN A
POWELL
GRANTEE
HIGHWAY 258 INVESTORS, INC., A NORTH
CAROLINA CORPORATION
Enter in appropriate block for each party name, address, and, if appropriate, character of entity, e g corporation or partnership
The designation Grantor and Grantee as used herein shall include said parties, their heus successoia, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged,
has and by these presents does grant bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land
situated in the City of Jacksonville Township, Onslow County, North Carolina and more pantcularly described as follows
SEE EXHIBIT "A" ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE AS IF
FULLY HEREIN SET OUT
The property hereinabove described was acquired by Grantor by instrument recorded in Book 934, page L66
A map showing the above described property is recorded in Map Book _, Pane
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and ail privileges and appurtenances thereto belonging to the Grantee
in fee simple
EGEOVE
NC Bar Association Form No 3 © t976, Revised © 1977, 2002
Fruited by Agreement with the NC Bar Association - 1981 - Chicago Title Insurance Company MAY 3 0 2012
BY
Book 2813 Facie 3.05 Sea

(Page 2 o! 6)
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the lame in
fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against
the lawful claims of all persons whomsoever, other than the following exceptions
By _
Tide
By .___
Title
By _
IN WITNESS WHEREOF, the Grantor has duly executed the forego as of the day and year first above written
EAL)
(Entity Name) NNA CREECH POWELL
MIC AEL JAMAEL JAM ' ECH
/r't�ill li�'rar/�L (SEAL)
NORMA P /WELL WALTERS
y
(SEAL)
'MIC HAE 17 HIPWAWT ERS
U EAL)
VIR NIA OWELL IDDLETON
tZ
POW N LL 6,Y17
hkv��� (SEAL)
DALE NAirNCE
SEAL)
VoW � (SEAL)
DORETHA POWELL
,vim 4 EAL)
N BOYD T SDALE, CO -ADMINISTRATOR OF
THE ESTATE OF NO&MA.N A POWELL
(SEAL)
JEFFRE - MILLER, CO- MINISTRATOR
OF THE BSTATE OF NORMAN A POWELL
NC Bar Assowation Form No 3 .9� 1976 Revised © 1977, 2002
Printed by Agreement with the NC Bar Association — 1981 - Chicago Title Insurance Company
Bon$ 2B13 Page 105 sea

(Page 3 of 6)
EXHIBIT "A"
Lying and being in Jacksonville Township, Onslow County, State of North Carolina and being
more particularly described as follows
BEGINNING at a stake in the western right-of-way line of N C Highway 24 and U S Highway
258, said stake lying in the northernmost comer on said highway of Lot No 1 as shown on the
map hereinafter referred to, running thence with the western right-of-way line of N C Highway
24 and U S Highway 258 North 31 degrees 15 minutes West 669 feet to the southern comer on
said highway of a tract presently owned by Evelyn Richardson as shown by deed dated August
1, 1960, recorded in Book 294, Page 285, Onslow County Registry, and running thence with the
Richardson line South 58 degrees 20 minutes West 448 feet to an iron stake in the edge of a farm
road, thence with said farm road South 70 degrees 20 minutes West 107 feet to an iron stake,
thence North 11 degrees 40 minutes West 293 feet to an iron stake in the end of a ditch, thence
with the vanous courses of said ditch a general course of North 6 degrees 0 minutes West 245
feet to a stake, thence North 86 degrees 20 minutes West 500 feet to a point in the south prong of
Gravly Run as shown as "E" on a map hereinafter referred to, thence a traverse line (the south
prong of Gravly Run being the line however) the following courses and distances North 86
degrees 20 minutes West 149 5 feet, South 43 degrees 0 minutes West 216 feet, South 33
degrees 10 minutes West 485 4 feet, South 60 degrees 0 minutes West 173 feet, South 08
degrees 20 minutes West 206 0 feet, South 53 degrees 40 minutes West 200 feet to a stake
marked "F" in the south prong of Gravly Run, thence leaving the run of the south prong of
Gravly Run South 83 degrees 15 minutes West 692 feet, thence South 17 degrees 25 minutes
East 430 feet to an old Bay Stump, a comer of Lot No l on map hereinafter referred to, thence
with the northern line of Lot I North 77 degrees 0 minutes East 749 4 feet, North 79 degrees 50
minutes East 599 2 feet, North 78 degrees 35 minutes East 1,630 feet to the point of beginning in
the western right-of-way line of N C Highway 24 and U S Highway 258, containing 42 9
acres, more or less, all as shown as Lot 2 on a map entitled "Map of Survey for Lillian Wells
Estate, Jacksonville Township, Onslow County, North Carolina," said map dated October, 1962,
made by G B Williams, Registered Land Surveyor, Burgaw, North Carolina
SAVING AND EXCEPTING THEREFROM the following two tracts of real property described
as follows
TRACT ONE Commencing at the centerline intersection of US 258/NC 24 and NC 111 and
following the centerline of US 258/NC 24 in a general southerly direction 0 4 miles to a PK nail
over a culvert, Thence with the centerline of the turn lane of US 258/NC 24 North 31 degrees 32
minutes 48 seconds West 1082 72 feet to a PK Nail, Thence North 31 degrees 24 minutes 10
seconds East 235 33 feet to a PK Nail labeled point "A", Thence leaving said centerline and
with the centerline of a 30-foot access easement South 53 degrees 17 minutes 54 seconds West
287 84 feet to an iron pipe, Thence North 78 degrees 43 minutes 24 seconds East 50 50 feet to an
iron pipe, Thence North 83 degrees 11 minutes 12 seconds West 127 72 feet to an iron pipe
labeled "B", the terminus of said easement, Thence North 15 degrees 25 minutes 44 seconds
West 48 46 feet to an iron pipe, THE TRUE POINT OF BEGINNING Thence from said
beginning South 78 degrees 35 minutes West 208 93 feet to an iron stake, Thence South 15
degrees 25 minutes 44 seconds East 209 00 feet to a point in a ditch (passing an online iron pipe
on the bank at 205 19 feet), Thence with the centerline of said ditch North 78 degrees 35 minutes
East 208 93 feet to an iron pipe, Thence leaving said ditch North 15 degrees 25 minutes 44
Book 2813 Pave 105 Sea

(Page 4 of 6)
seconds West 209 00 feet to the beginning Containing 100 acre by D M D
There is also conveyed herewith a permanent 14 foot utility easement located along the grantors
southern property line described as follows and shown on the map attached hereto as Exhibit
"B"
Commencing at the centerline intersection of NC l l l and US 2581NC 24 and following the
centerline of US 2581NC 24 in a general southerly direction 0 4 miles to a PK Nail over a
culvert, Thence with said centerline North 31 degrees 31 minutes 16 seconds West 1066 72 feet
to a point labeled "E", THE TRUE POINT OF BEGINNING Thence from said beginning and
along the centerline of said 14 foot easement South 78 degrees 35 minutes West 507 72 feet to a
point labeled "D", the terminus of said easement Said point "D" being located North 15 degrees
25 minutes 44 seconds West 7 02 feet from the southeast corner of the above referenced l 00
acre tract
There is also conveyed herewith a temporary access easement from A to B leading from N C
25 8 - Hwy 24 to the 1 00 acre tract described above and shown on Exhibit "B" attached hereto It
is understood and agreed that the grantor may discontinue or move the location of the temporary
access easement so long as grantor provides the City roadway access from N C Hwy 258 to the
100 acre tract described above
And being that same property described in a Warranty Deed from Canady Road investment
Company, a North Carolina corporation, to The City of Jacksonville, a municipal corporation,
dated August 10, 1992, and recorded September 9, 1992 in Book 1069, page 361, Onslow
County Registry
TRACT TWO Beginning at the northeastern property corner of the Grantors, said corner being
the southeastern property corner of Evelyn W Richardson, now or formerly, said comer also
being located on the existing southwestern right of way boundary of US 258/NC 24 and said
corner being located 50 feet southwest of and normal to Survey Line L, thence running along the
southwestern existing right of way boundary of US 258/NC 24, said boundary being located 50
feet southwest of and parallel with Survey Line L in a southeastern direction to the southeastern
property corner of the Grantors, said corner being the northeastern property corner of Cecil G
Wells, now or fonnerly, thence running along the southern property line of the Grantors in a
southwestern direction to the point of intersection with the southwestem right of way boundary
of the project, said point being located 60 feet southwest of and normal to Survey Line L, thence
running along the southwestern right of way boundary of the project, said right of way boundary
being located 60 feet southwest of and parallel with Survey Line L, in a northwestern direction to
the point of intersection with the northern property line of the Grantors, thence running along the
northern property line of the Grantors in a northeastern direction to the point of the beginning
And being that same property described in a Deed from Martin J Slominski and Maggie G
Slominski to Department of Transportation, an agency of the State of North Carolina, dated
December 21, 1984, and recorded January 30, 1985 in Book 721, page 859, Onslow County
Registry
Boole 2613 Page 105 sea

(Page 5 of 6)
SEAL-
Fjt
N p T A R Y -i
to
PBLIC' U
Iku
%
fill
State of North Carolina - County of C_Kr Lw
I, the undersigned Notary Public of the County and State aforesaid certify that DONNA CREECH POWELL
WID(}W personally appeared before me this day and acknowledged the due execution of the foregoing
r ment for the purposes therein expressed Witness my hand and Notanal stamp or seal this day of
c���i� ,20[31
My�m%tssion Expires
ANo lie
SEAL -STAMP
State of North Carolina - County of
I, the undersigned Notary Public of the County and State aforesaid, certify that MICHAEL JAME5 C EC
IGLE, personally appeared before me this day and acknowledged the due execution of the foregoing
ent for the purposes thoretn expressed Witness my hand and Notarial stamp or seal thus _�ttiay of
,,,in
, 20�
ftMirar IIVb)
My Com � isston Expires
Notary Public
State of North Carolina - County of _Frbe5ar,
il !?
' i, the undersigned Notary Public of the County and State aforesaid, c that ORMA POW WALTERS
rid
SEND HUSBAND, MICHA1sL H WALTERS, personally ap ore me this day and a awledged the
- c� •
die execution of the foregoing instrument for the purposes vein pre Wi d and Notarial
A (J �? L r.,
C, stamp or seal this I � day of , 20
r
,
My Commission Expires
'..��'`
QQ-' - t A otary bli
State of North Carolina -County ofr t
the undersigned Notary Public of the County and State afor id certify that VIRGINIA WELL
?41DDLETON, WIDOW personally appeared before me this d and ckna dged the due exec tr n of the
fo egomg instrument for the purposes therein expressed ess y h an Not a s o seal this
day of�2ct�k*.r , 20Q
t1G� ,,ram -
A Commission Expires
CA
,•r '`� Lary Pu is
Sl»A-STAftQ, State of North Carolina - County of . j5J02ZCQ 0
,'',, I, the undersigned Notary Public of the County and Stare aforesai , cert that IANET POWELL NANCE
AND HUSBAND, DALE NANCE, personally appeared be me is day and acknowl ged the due
&ecution of the foregom instrument for the purposes there expre ed. Wt ss my d an otanal ~tamp
c� • or seal this 19r—"- day ofj�Y— , 20
My Commission Expires
r
otary blic
SEAL -STAMP State of North Carolina - County of
1, the undersigned Notary Public of the County and State aforesat a that JOHN SHEPPARD ELL
' AND WIFE DORETHA POWELL personally appeared be re a this d acknowledged a due
xecuuon of the foregorn strument for the purposes there a eased Wi ess m han No I %tamp
• r~ f 9r seal this jqt4— day of 20
hIy Commission Expires
otary Pub
NC Bar Association Form No 3 © 1976, Revised © 1977, 2002
Printed by Agreement with the NC Bar Association - 1981 - Chicago Title Insurance Company
Hook 2813 Paae 105 Bea

(Page 6` oY 6)
SEA., -STAMP State of North Carolina - County of Onslow
' 1, the undersigned Notary Public of the County and State aforesaid, certify that N BOYD TISDALE, AS CO -
a
4 ADMINISTRATOR OF THE ESTATE OF NORMAN A POWELL, personally pp y
appeared before me this da
L and acknowledged the due execution of the foregoing insWent for the purposes therein expressed Witness
-my hand and Notarial stamp or seal Iliis� day of , 20AE
>r
t" t� M Con mission Expues
��.
all lNetblit
SEAL -STAMP State of North Carolina - County of Onslow
NOUM114% I, the undersigned Notary Public of the Cotuity and State aforesaid, comfy that JEFFREY S MILLER, AS CO-
• A TqC ADMINISTRATOR OF THE ESTATE OF NORMAN A POWELL, personally appeared before me this day
'f� d acknowledged the due execution of foregoing in ent for the purposes therein expressed Witness
p Y A R Y hand and Notanal stamp or seal thisQ�, day of 44V , 20 (�7
�W
PUBLIC C ssion £xpirea
t �V r 1 *Not bhc
NC Bar Association Form No 3 © 1976, Rev iced O 1977, 2002
Printed by Agreement with the NC Bar Association — 1981 - Chicago Title Insurance Company
Book 2613 Pace 105 Sea

205-3 Ward Road
Swansboro NC 28584
910-325-0006
Business Liconse C-2553
1 PROJECT DESCRIPTION
Design Calculations
Stormwater Treatment Facilities
for
Friendly Mart - Highway 258 (Northridge Subdivision)
located In
Onslow County
The Project consists of proposed pond to serve a convenience store
2 COMPUTE POND AREA REQUIRED
a Compute Percent Impervious
Impervious Areas
On -Site Buildings
On -Site Streets
On -Site Panting
On-Srte Sidewalks
Other on -site
Off -site
Sub -Total
FUTURE
FUTURE(reserved)
Total
Total Area Drainage to Pond
Percent Impervious =
PropQsed Future
0
0
4441.57 :
0
665
0
fk
56,772
0
0
0
63,972
0
0 899 or 89 9 %
i2
Total
11,360 SF
0 SF
44,757 SF
655 SF
0
0
56,772 SF
7,200 SF
0
63,972 SF
785 SF
r E7lrc%rg
b Compute Pond Surface Area F,
MAY 3 0 2012
Using Surface Area to Drains a Area Ratio Chart for 90% TSS Removal (copy attached) and BY
assuming 3.bg foot pond depth
SAIDA = 10 38 % (interpolated - Select from Highlighted Cell in SAIDA)
Therefore
Surface Area = SA/DA x Drainage Area
7,387 SF y ,_Z,'5F
must be n 7,387 SF

c Compute Minimum Pond Dimensions
Assume rectangular shape with 3 1 Length (L) to Width (W) Ratio
Min Length = 148 87 feet
Min Width = 49 62 feet
Site conditions, however, dictate irregular shaped pond
Hyd r Length = 1 11 D feet
so, Hydr Width (a% 44 3 feet (avg)
Actual LIW = 3 9 (irregular shape)
3 DETERMINE REQUIRED STORAGE VOLUME
Design Rainfall Depth =[ 1 inches
Using Schuler "Simple Method"
Rv = 0 05 + 0 009(I) where I = percent impervious
Rv = 0 859 in/in
Control Volume = Design Rainfall x Rv x Drainage Area
Control Volume = 7,642 CIF
4 DETERMINE REQUIRED STORAGE DEPTH
Assume 3 1 side slopes
solving for depth (d) by trial & error
d= 094
5 DETERMINE ORIFICE SIZE
Control Volume must be drawn down over a 2 day - 5 day penod
Using onfice equation, solve for Diameter (D) that results in 3-112 day period
D=(Q10026(h)s)s
Where Q = (Control Volume 1 3 5 days x 86,400 seclday)
= 0 025 cfs
h=D13
= 031
Solving for D
Must be > 7,642 SF

D = 132 Use 1 50 " pipe
Actual Drawdown with actual drawdown pipe diameter (using onfice equation)
Q= 0 033 cfs
Draw Down Period =!�'•VA' "� days OK , < 5 0
6 SELECT OUTLET STRUCTURE SIZE
Size outlet structure such that depth of Q10 flow < or + to 1 5 Feet
Using Rational Formula (Q=CIA) where
Cimper _ Q.t�
Cpery - D 2
Ccu m = 082
110 = T,SIrY in/hr
A = 1 63 ac
Q10 = 10 10 cfs
Using Francis Formula (Q=3 0LH' 5) to solve for L such that H =
Min L = 1 832 Linear Feet
Use Linear Foot Weir
Use 5 Square Precast Structure
7. DETERMINE Q10 STAGE
Q10 = 10 10 cfs
From Routing Analysis, H10 = o,
8 DETERMINE 0100 STAGE (ELEV OF EMERGENCY SPILLWAY)
Using Rational Formula (Q=CIA) where
Cimper =
09
Cpery =
02
Ccum =
082
1100 = 19,at3 inlhr
A =
163 ac
Q100 = 12 79 cfs
From Routing Analysis, H100 = 1,03
15 Feet

9 DETERMINE Q100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV )
Assume primary spillway blocked (i e , emergency spillway to accommodate Q100)
Emergency spillway shall be a broad crested earthem weir designed to pass 100 year storm
Using broad crested weir equation H = (Q/(Cw x L))2/3
where Q = Q100 12 79 cfs
Cw=30
Length = 30 feet
H = 0 27 feet
10 FOREBAY SIZING
Compute Actual Pond Volumes (using average end method)
Avg
Main Bay Volume, Elevation Area-(SF.�
Pond Bottom 3g 00 230
Bottom Veg Shelf v 40,00 4,240 2,260
Normal Pond 40q ojgl 5,227
Main Bay Volume = 18,430 CF
Forebay yQlume .. Elevation Area (SF Area (SF}
Pond Bottom 40,01022
Normal Pond 46 50 1,4bt 765
Forebay Volume = 4,973 CF
Total Pond Volume = 23,403 CF
Incr Incr Cum
Qeplh-LEZ) Vol (CF YQLCQF
700 15,817 15,817
050 2,614 18,430
650 4,973 4,073
Total Pond Area = 7,573 SF
y eq``'`, °� of Total Volume
Foreba Volume equates to
Must be > 18% and < 22%
Average Pond Depth = 3 09 feet
Compare to assumed Depth feet
Temp Storage Volume. Elevation Area (SF} Area (5F} Depth (FT) Vol (CE Vol (CF)
Normal Pond 4650 7,573
Temp Pond Level ---0.401. 8,531 090 7,677 7,677
Temporary Level should be 4740 or greater
Temp Pool Volume = 7,677 CF
11 SUMMARY

100-Yr Storm
10-Yr Storm
1-inch Storage
Permanent Pool
Pond Bottom
12 WET DETENTION BASIN SUPPLEMENT
Site Characteristics
Drainage Area
71,185 sf
Impervious Area
63,972 sf
% Impervious
89 9 %
Design Rainfall Depth
1 5 in
Storage Volume
Min Volume Required
7,642 cf
Volume Provided
7,677 cf
Peak Flow Calculations
1-yr, 24 hour rainfall depth 3 inRational C, predevelopment ... 8.15
Rational C, post development
082
Rainfall Intensity 1 yr 24 hr
0 15 in/hr
Pre Dev Q1(24 hour)
0 04 cfs
Post Dev Q1 (24 hour)
0 20 cfs
Pre/Post Flow Control
0 17 cfs
Basin Elevations
1033
48 43 (emerg weir elev)
H l00 = 193
934
4744
H10= 094
840
47 40 (primary weir elev)
storage depth = 0 90
750
46 50 (invert out elev)
pond depth = T 50
0
3900
Basin Bottom Elevation
38 00 feet (Elev)
Sediment Cleanout Elevation
39 00 feet (Elev)
Permanent Pool Elevation
46 50 feet (Elev)
Temporary Pool Elevation
47 40 feet (Elev)
Volume and Surface Area Calculations
SA/DA ratio
1038
Surface Area Required
7,387 sf
Surface Area Provided
7,573 sf
Permanent Pool Volume
23,403 cf
Average Depth
309 feet
Forebay Volume
4,973 cf
Forebay % of Total Volume
21 2 %
Temporary pool Area
9,488 sf
Drawdown Calculations

Drawdown Time
2 70 days
Discharge Rate
0 033 cfs
Pre Dev Q1(24 hour)
0 04 cfs
Post Dev 01 (24 hour)
0 03 cfs
Additional Information
Diameter of onfice
1 50 in
Design TSS Removal
90 %
Basin Side Slopes
3 1
Vegetated Shelf Slope
10 1
Vegetated Shelf Width
10 ft
Length to Width Ratio
4 1
Trash Rack?
Yes
Freeboard Provided?
Yes
Vegetated Filter Provided?
No
Recorded Easement?
Yes
Captures all Runoff?
Yes
Drain Mechanism
Pump

26
00
132
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7506
090
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006
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27
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211
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55
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57
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123
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58
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60
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61
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62
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77
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7680
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86
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87
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88
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7666
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89
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90
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7657
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91
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92
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93
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7645
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94
01
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091
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7637
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96
01
000
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7633
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006
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000
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97
01
000
001
7629
091
4741
006
001
000
007 4

Simplified Routing Procedure
Protect Fnendly Mart = Hi wa258,N_o hndge Subdivisio
Date4I2172012
Increment
17z - minutes
(Must be <
10 minutes)
Time
Time
Inflow(cfs)
Inflow
Stored Volume
Stage Water Surface
U11W
(dates)
iQW
(4
(-QO
l Elevation
0
00
000
000
0
000
4650
1
00
026
1570
16
000
4650
2
00
102
61 16
77
002
46,52
3
00
219
131 63
208
004
4654
4
00
366
21976
427
008
4658
5
00
527
31634
742
012
4662
6
00
685
41129
1152
018
4668
7
00
825
49470
1645
024
4674
8
00
930
55786
2202
031
4681
9
00
990
59417
2794
038
4688
10
00
1000
59985
3391
045
4695
11
00
957
57430
3963
052
4702
12
00
867
52018
4481
057
4707
13
00
759
45518
4933
062
4712
14
00
663
39796
5329
067
4717
15
00
580
34793
5674
070
4720
cr
16
00
507
30419
5975
074
4724
M
17
00
443
26594
6238
076
4726
<
18
00
388
23251
6467
079
4729
w
19
00
339
20328
6667
081
4731
a
20
00
296
17772
6842
083
4733
o
21
00
259
15538
6994
084
4734
s
22
00
226
13585
7127
086
4736
p�
p�
l i r
23
00
198
11877
7242
087
4737
24
00
1 73
10384
7343
088
4738
25
00
1 51
9078
7430
089
4739
l
ais
r
t lJ
Ye
"
r
Orrtice� eir
Outflow Outflow
tcw
000 000
000 000
001 000
001 000
002 000
002 000
002 000
003 000
003 000
004 000
004 000
004 000
004 000
005 000
005 000
005 000
005 000
005 000
005 000
005 000
005 000
005 000
005 000
006 000
006 000
006 000
Crystal Coast Engineering. R
205-3 Ward Road
Swansboro, NC 28584
910-325.0006
Business License C-2553
Pump
Total Total
Outflow
Outflow Outflow
�Qw
(Co
000
000
000
000
000
001
000
001
000
002
000
002
000
002
000
003
000
003
000
004
000
004
000
004
000
004
000
005
000
005
000
005
000
005
000
005
000
005
000
005
000
005
000
005
000
005
000
006
000
006
000
006
0
0
0
1
7
1
1
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
3
3

98
01
000
000
7625
091
4741
006
001
000
007 4
99
01
000
000
7621
091
4741
006
001
000
006 4
100
01
000
000
7617
091
4741
006
001
000
006 4
101
01
000
000
7613
091
4741
006
001
000
006 4
102
01
000
000
7609
091
4741
006
001
000
006 4
103
01
000
000
7606
091
4741
006
001
000
006 4
104
01
000
000
7602
091
4741
006
001
000
006 4
105
01
000
000
7598
091
4741
006
000
000
006 4
106
01
000
000
7594
091
4741
006
000
000
006 4
107
01
000
000
7591
090
4740
006
000
000
006 4
108
01
000
000
7587
090
4740
006
000
000
006 4
109
01
000
000
7584
090
4740
006
000
000
006 4
110
01
000
000
7580
090
4740
006
000
000
006 4
111
01
000
000
7577
090
4740
006
000
000
006 3
112
01
000
000
7573
090
4740
006
000
000
006 3
113
01
000
000
7570
090
4740
006
000
000
006 3
114
01
000
000
7566
090
4740
006
000
000
006 3
115
01
000
000
7563
090
4740
006
000
000
006 3
116
01
000
000
7559
090
4740
006
000
000
006 3
117
01
000
000
7556
090
4740
006
000
000
006 3
118
01
000
000
7553
090
4740
006
000
000
006 3
119
01
000
000
7549
090
4740
006
000
000
006 3
120
01
000
000
7546
090
4740
006
000
000
006 3

Inflow Hydrograph C= MEW0'821
(Using Malcolm Step Function) I = 75 in/hr
A= WRAP6,31 a
Qpeak 10 0 cfs
tp = 10 minutes
Time Flow (Q)
(min) (cfs)
0 000
1 026
2 1 02
3 219
4 366
5 527
6 685
7 825
8 930
9 990
10 1000
11 957
12 867
13 759
14 663
15 580
16 507
17 443
18 388
19 339
20 296
21 259
22 226
23 198
24 1 73
25 151
26 132
27 1 16
28 101
29 088
30 077
31 068
32 059
33 052
34 045
35 039
36 035
37 030
38 026
39 023
Length W'shed=
Height W'shed=
tc= 10

40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
020
018
015
013
012
010
009
008
007
006
005
005
004
004
003
003
002
002
002
002
001
001
001
001
001
001
001
001
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000

90 000
91 000
92 000
93 000
94 000
95 000
96 000
97 000
98 000
99 000
100 000
101 000
102 000
103 000
104 000
105 000
106 000
107 000
108 000
109 000
110 000
111 000
112 000
113 000
114 000
115 000
116 000
117 000
118 000
119 000
120 000

Accum Z
]LolUms Stage
0
85895
18798
30240
429725
57052
72535
In-S
lt1Z
0
1 905 296 0
2 , 9118% 1506 ,
0 1'4
zx�kr
3 M 1692
1 098612
4 10 66832
1 386294
5 1095172
1 609438
6 11 19182
1791759
b = 1 158574
Ks = 852499
Zat CoMMent
Contour at Normal Pond (wet pond) or Basin Bottc
1 006528
1 978856
2982806
4039673
5159177
6 347239 Contour at Berm Top
Regression Analysis Y Data Range
Regression Analysis X Data Range
SUMMARY OUTPUT
Regression Statistics
Multiple R 0999868
R Square 0999737
Adjusted R 0999605
Standard E 0013848
Observatio 4
ANOVA
df SS MS F ignificance F
Regressior 1 1 455324 1 455324231 7588 758 0 000132
Residual 2 0 000384 0 000191774
Total 3 1 455708
Coefclents+andard Ern
t Stat
P-value
Lower 95% Upper 95%
Intercept 9 050757 0 012633
716 4242039
1 95E-06
8 996401
9 105114
X Variable 1 158574 00133
87 1134756
0000132
1 10135
1 215797
MIECEIVE
MAY 302012
13Y

Outlet Device 1 (Orifice)
Diameter of Orifice = f 14,' 1n
Cd = KMIM0,61
Cross Sectional Area = 0 012266 sf
g = 32 2 ft/sec2
Stage
Head
Q
UP&O
lCW
000
000
000
001
000
000
002
000
000
003
000
000
004
000
000
005
000
000
006
000
000
007
001
001
008
002
001
009
003
001
010
004
001
011
005
001
012
006
001
013
007
002
014
008
002
015
009
002
016
010
002
017
Oil
002
018
012
002
019
013
002
020
014
002
021
015
002
022
016
002
023
017
002
024
018
002
025
019
003
026
020
003

Outlet Device 2 (Weir)
Weir Length = 4 feet
Cw= 3
Weir Elevations feet
Stage
Head
Q
kQkl
000
-0 90
000
001
-089
000
002
-0 88
000
003
-087
000
004
-0 86
000
005
-0 85
000
006
-084
000
007
-0 83
000
008
-0 82
000
009
-081
000
010
-0 80
000
Oil
-0 79
000
012
-0 78
000
013
-0 77
000
014
-076
000
015
-075
000
016
-0 74
000
017
-0 73
000
018
-0 72
000
019
-071
000
020
-0 70
000
021
-069
000
022
-0 68
000
023
-0 67
000
024
-0 66
000
025
-0 65
000
026
-0 64
000
027
-0 63
000
028
-0 62
000
029
-0 61
000
030
-0 60
000
031
-0 59
000
Use 3 33 for Sharp, 3,00 for Broad or Free

032
-058
000
033
-0 57
000
034
-0 56
000
035
-0 55
000
036
-0 54
000
037
-0 53
000
038
-0 52
000
039
-0 51
000
040
-0 50
000
041
-049
000

Simplified Routing Procedure
Project
Friendly IVlart NH
2581(N'Or#hndge Subdlvisi ` ars
Date=4f21'f20�1'2�"
40.*,w
Nam''
Increment
�10
minutes
(Must be <
10 minutes)
�yT
Onfic
Time
Time
Inflow(cfs)
Inflow Stored Volume
Stage Water Surface
Outflow
(MIM
(_dates}
(CM
to
44
ffu Elevation
icw
0
00
000
000
0
000
4650
000
10
00
033
19886
199
004
4654
001
20
00
1 29
77467
967
015
4665
002
30
00
278
166732
2620
036
4686
004
40
00
464
278361
5382
067
4717
005
50
00
668
400698
9360
108
4758
006
60
00
868
520972
13965
153
4803
007
70
00
1044
626625
16577
1 78
4828
008
80
01
11 78
706625
17699
1 88
4838
008
90
01
1254
752621
18207
193
4843
008
100
01
1266
759810
18284
1 93
4843
008
110
01
1212
727442
17960
1 90
4840
008
120
01
1098
6588 96
17273
184
4834
008
130
01
961
576560
16434
176
4826
008
140
01
840
504077
15664
169
4819
008
150
01
735
440706
14963
163
4813
008
160
01
642
385302
14325
1 57
4807
007
170
01
561
336863
13744
1 51
4801
007
180
01
491
294514
13214
146
4796
007
190
01
429
257489
12730
1 41
4791
007
200
01
375
2251 18
12290
137
4787
007
210
01
328
196817
11887
133
4783
007
220
02
287
172074
11520
1 30
4780
007
230
02
251
150441
11185
1 26
4776
007
240
02
219
131528
10878
1 23
4773
007
250
02
1 92
114993
10598
121
4771
006
r
Outflow
(Cf-9)
000
000
000
000
000
095
602
983
1162
1245
1258
1204
1093
961
844
741
651
572
503
442
388
341
300
264
232
204
Crystal CQas ngineerina. P,
205-3 Ward Road
Swainsboro, NC 28584
910-325-0006
Business License C-2553
Pump
Total
Total
Outflow
Outflow
Outflow
000
000
0
000
001
7
000
002
14
000
004
21
000
005
29
000
101
605
000
609
3654
000
991
5944
000
1170
7019
000
1253
7521
000
1266
7598
000
1213
7276
000
1101
6605
000
968
5810
000
851
5108
000
749
4491
000
658
3950
000
579
3475
000
510
3058
000
449
2692
000
395
2370
000
348
2088
000
307
1840
000
270
1622
000
238
1430
000
210
1262

260
02
168
100536
10342
1 18
4768
006
179
000
186
1114
270
02
146
87897
10107
1 16
4766
006
158
000
164
983
280
02
128
76847
9892
1 14
4764
006
138
000
145
869
290
02
1 12
67186
9696
1 12
4762
006
122
000
128
768
300
02
098
58740
9515
1 10
4760
006
107
000
1 13
679
310
02
086
51355
9350
108
4758
006
094
000
100
601
320
02
075
44899
9199
107
4757
006
083
000
089
532
330
02
065
39254
9059
105
4755
006
072
000
079
471
340
02
057
34320
8932
104
4754
006
064
000
070
418
350
02
050
30005
8814
1 03
4753
006
056
000
062
370
360
03
044
26233
8706
102
4752
006
049
000
055
329
370
03
038
22935
8607
101
4751
006
043
000
049
292
380
03
033
20052
8515
100
4750
006
037
000
043
260
390
03
029
17531
8431
099
4749
006
033
000
039
231
400
03
026
16327
8353
098
4748
006
028
000
034
206
410
03
022
13400
8281
098
4748
006
025
000
031
184
420
03
020
11715
8215
097
4747
006
022
000
027
164
430
03
017
10243
8153
096
4746
006
019
000
024
147
440
03
015
8955
8096
096
4746
006
016
000
022
131
450
03
013
7829
8043
095
4745
006
014
000
020
118
460
03
Oil
6845
7994
095
4745
006
012
000
018
106
470
03
010
5984
7948
094
4744
006
010
000
016
95
480
03
009
5232
7906
094
4744
006
009
000
014
86
490
03
008
4574
7866
093
4743
006
007
000
013
77
500
03
007
3999
7829
093
4743
006
006
000
012
70
510
04
006
3496
7794
093
4743
006
006
000
011
63
520
04
005
3057
7761
092
4742
006
004
000
010
58
530
04
004
2673
7730
092
4742
006
003
000
009
53
540
04
004
2337
7701
092
4742
006
002
0 00
008
48
550
04
003
2043
7673
091
4741
006
002
000
007
45
560
04
003
1786
7646
091
4741
006
001
000
007
41
570
04
003
1561
7620
091
4741
006
001
000
006
39
580
04
002
1365
7595
091
4741
006
000
000
006
36
590
04
002
1194
7571
090
4740
006
000
000
006
35
600
04
002
1044
7546
090
4740
006
000
000
006
34
610
04
002
912
7522
090
4740
006
000
000
006
34

620
04
001
798
7496
089
4739
006
000
000
006
34
630
04
001
697
7470
089
4739
006
000
000
006
33
640
04
001
610
7442
089
4739
006
000
000
006
33
650
05
001
533
7414
089
4739
006
000
000
006
33
660
05
001
466
7386
088
4738
006
000
000
006
33
670
05
001
407
7356
088
4738
006
000
000
006
33
680
05
001
356
7327
088
4738
006
000
000
006
33
690
05
001
311
7297
087
4737
006
000
000
006
33
700
05
000
272
7266
087
4737
006
000
000
006
33
710
05
000
238
7236
087
4737
006
000
000
006
33
720
05
000
208
7205
086
4736
005
000
000
005
33
730
05
000
182
7173
086
4736
005
000
000
005
33
740
05
000
159
7142
086
4736
005
000
000
005
33
750
05
000
139
7111
086
4736
005
000
000
005
33
760
05
000
1 22
7079
085
4735
005
000
000
006
33
770
05
000
106
7048
085
4735
005
000
000
005
33
780
05
000
093
7016
085
4735
005
000
000
005
33
790
05
000
081
6984
084
4734
005
000
000
005
33
800
06
000
071
6952
084
4734
005
000
000
005
32
810
06
000
062
6920
084
4734
005
000
000
005
32
820
06
000
054
6889
083
4733
005
000
000
005
32
830
06
000
047
6857
083
4733
005
000
000
005
32
840
06
000
042
6825
083
4733
005
000
000
005
32
850
06
000
036
6793
082
4732
005
000
000
005
32
860
06
000
032
6761
082
4732
005
000
000
005
32
870
06
000
028
6729
082
4732
005
000
000
005
32
880
06
000
024
6698
081
4731
005
000
000
005
32
890
06
000
021
6666
081
4731
005
000
000
005
32
900
06
000
019
6634
081
4731
005
000
000
005
32
910
06
000
016
6603
080
4730
005
000
000
005
32
920
06
000
014
6571
080
4730
005
000
000
005
32
930
06
000
012
6540
080
4730
005
000
000
005
32
940
07
000
Oil
6508
079
4729
005
000
000
005
32
950
07
000
009
6477
079
4729
005
000
000
005
31
960
07
000
008
6445
079
4729
005
000
000
005
31
970
07
000
007
6414
078
4728
005
000
000
005
31

980
07
000
006
6383
078
4728
005
000
000
005
31
990
07
000
006
6351
078
4728
005
000
000
006
31
1000
07
000
005
6320
077
4727
005
000
000
005
31
1010
07
000
004
6289
077
4727
005
000
000
005
31
1020
07
000
004
6258
077
4727
005
000
000
005
31
1030
07
000
003
6227
076
4726
005
000
000
005
31
1040
07
000
003
6196
076
4726
005
000
000
005
31
1050
07
000
002
6165
076
4726
005
000
000
005
31
1060
07
000
002
6135
075
4725
005
000
000
005
31
1070
07
000
002
6104
075
4725
005
000
000
005
31
1080
08
000
002
6073
076
4725
006
000
000
005
31
1090
08
000
001
6043
074
4724
005
000
000
005
31
1100
08
000
001
6012
074
4724
005
000
000
005
30
1110
08
000
001
5982
074
4724
005
000
000
005
30
1120
08
000
001
5961
073
4723
005
000
000
005
30
1130
08
000
001
5921
073
4723
005
000
000
005
30
1140
08
000
001
5891
073
4723
005
000
000
005
30
1150
08
000
001
5860
072
4722
005
000
000
005
30
1160
08
000
001
5830
072
4722
005
000
000
005
30
1170
08
000
000
5800
072
4722
005
000
000
005
30
1180
08
000
000
5770
071
4721
005
000
000
005
30
1190
08
000
000
5740
071
4721
005
000
000
005
30
1200
08
000
000
5710
071
4721
005
000
000
005
30

Inflow Hydrograph C= F 082 Length Ws 600
(Using Malcolm Step Function) I = 95 mlhr Height W'shed= IfftWW21
A= 19MR0 ac
Qpeak
tp =
Time Flow (Q)
(min) (cfs)
0 000
1 033
2 1 29
3 278
4 464
5 668
6 868
7 1044
8 11 78
9 1254
10 1266
11 1212
12 1098
13 961
14 840
15 735
16 642
17 561
18 491
19 429
20 375
21 328
22 287
23 251
24 219
25 192
26 168
27 146
28 128
29 1 12
30 098
31 086
32 075
33 065
34 057
35 050
36 044
37 038
38 033
39 029
12 7 cfs
10 minutes
tc= 10

40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
026
022
020
017
015
013
011
010
009
008
007
006
005
004
004
003
003
003
002
002
002
002
001
001
001
001
001
001
001
001
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000
000

90 000
91 000
92 000
93 000
94 000
95 000
96 000
97 000
98 000
99 000
100 000
101 000
102 000
103 000
104 000
105 000
106 000
107 000
108 000
109 000
110 000
111 000
112 000
113 000
114 000
115 000
116 000
117 000
118 000
119 000
120 000

Accum
Z
Volume
Stage
!n3
ln_Z
Zit Comment
0
0
Contour at Normal Pond (wet pond) or Basin Bottc
85895
1
9 058296 0
1 006528
18798
2
9s841'506
0 B 314
1 978856
30240
3
1 31692
1` 098 2
2982805
429725
4
0 66832
1 386294
4039673
57052
5
1095172
1 609438
5159177
72535
6
11 19182
1 791759
6 347239 Contour at Berm Top
b = 1 158574
KS = 852499
Regression Analysis Y Data Range
Regression Analysis X Data Range
SUMMARY OUTPUT
Regression Statistics
Multiple R 0999868
R Square 0999737
Adjusted R 0999605
Standard E 0013848
Observatio 4
ANOVA
df
SS
MS
F
ignfficance F
Regressior
1
1455324
1 455324231
7588 758
0 000132
Residual
2
0000384
0000191774
Total
3
1455708
Coeffrcientsfandard Errs
t Stat
P-value
Lower 95%Upper 95%
Intercept
9 050757
0 012633
716 4242039
1 95E-06
8 996401 9 105114
X Variable
1 158574
00133
87 1134756
0000132
1 10135 1 215797

Outlet Device 1 (Orifice)
Diameter of Orifice RON WlF5 in
Cd = MAMKOT61
Cross Sectional Area 0 012266 sf
g = 32 2 ft/sec2
Stage
Head
Q
(fit]
lQl
000
000
000
001
000
000
002
000
000
003
000
000
004
000
000
005
000
000
006
000
000
007
001
001
008
002
001
009
003
001
010
004
001
011
006
001
012
006
001
013
007
002
014
008
002
015
009
002
016
010
002
017
011
002
018
012
002
019
013
002
020
014
002
021
015
002
022
016
002
023
017
002
024
018
002
025
019
003
026
020
003

Outlet Device 2 (Weir)
Weir Length = KUdOW41feet
Cw= 3
Weir Elevations MM4,71�41 feet
Stage
Head
Q
lcf;3,1
000
-0 90
000
001
-0 89
000
002
-088
000
003
-0 87
000
004
-0 86
000
005
-085
000
006
-084
000
007
-0 83
000
008
-0 82
000
009
-081
000
010
-080
000
0 11
-0 79
000
012
-0 78
000
013
-0 77
000
014
-076
000
015
-0 75
000
016
-0 74
000
017
-0 73
000
018
-0 72
000
019
-0 71
000
020
-0 70
000
021
-069
000
022
-068
000
023
-067
000
024
-0 66
000
025
-0 65
000
026
-064
000
027
-063
000
028
-0 62
000
029
-0 61
000
030
-0 60
000
031
-059
000
Use 3 33 for Sharp, 3,00 for Broad or Free

032
-0 58
000
033
-057
000
034
-056
000
035
-055
000
036
-054
000
037
-053
000
038
-052
000
039
-0 51
000
040
-050
000
041
-049
000

- �. �.n. __ �-_
� - z` ";'
33
;S_. - -
F

Stormwater Treatment Narrative
Friendly Mart — Highway 258 at Northridge Subdivision
Highway 258 investors, Inc owns a 4190 acres tract located on Highway 258 (Richlands
Highway), 1800 feet South of NC 1 I 1 (Catherine Lake Road) in Jacksonville Townslup,
NC The owner will subdivide the tract into several parcels dedicated for residential and
commercial developments A final plat (See attached) showing Lot 2 with 2 41 acres will
be the location of the proposed project The developer, Friendly mart, Inc, wishes to
construct, within Lot 2, a convenience store/gas station (with associated sidewalks and
parking) and Stormwater Treatment Facilities (Wet Detention Basin) The Treatment
Facilities will be sized to handle the proposed constructions
The project site is located in the White Oak River basin The tract is currently
undeveloped with most runoff naturally draining to the north towards an UT of New
River (C,NS W—19-(1)) and roadside DOT swale The site is gently sloped (0 6%-1 5%
slopes)
The proposed development activities are high density (percent impervious > 24%),
therefore, stormwater treatment facilities are required The attached Stormwater Plan
includes a wet detention basin to be located at the Northern section of the site This pond
has been designed to meet the NPDES Phase II Rules, and according to current BMP
Manual Specifications The stormwater pond has been designed with a connected
forebay and main pond Runoff generated from new impervious surfaces on site will be
diverted to the forebay via inlets and underground storm drain pipes Treated Stormwater
will exit the main pond via the outlet structure/18" outlet pipe into a nearby proposed
swale

077' 3100 00" W 077' 30' 00 00" W 077' 29' 00 00" W
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idly Mart at
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00 00" W
077' 31'
00 00 W 077' 30
00 00" W 077' 29'

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING — LAND PLANNING — MAPPING
P O BOX 1685
JACKSONVILLE, NC 28541
OFFICE [phone] FAX [phone]
E-MAIL bettybu,lbnccom
Or hnani-002nc corn
TO Mr Steve Pusey
N C Department of Environment and Natural
Resources — Department of Stormwater
127 Cardinal Drive Extension
Wilmington, NC 28405
Letter of Transmittal
nATF
July 6 2012
ATTENTION
Steve POst
Re
Fri ndly Mart — I of 2 Northridge Commercial Subdivision
COPIES DATE NUMBER DESCRIPTION
2 Sets of revised plans
REMARKS
SIGNED — �6-/, AW

Pusey, Steven
From
Pusey, Steven
Sent
Friday, July 06, 2012 147 PM
To
'David Newsom'
Cc
'Betty Bullock'
Subject
Friendly Mart, Lot 2, Northridge Commercial Subdivision
David,
I talked with John Pierce today regarding the revised plans showing the two (2) borings and the estimate of SHWT at 36"
below existing grade of 50' This makes for a SHWT elevation of 47', which is also shown on the Supplement You also
stated that this was the SHWT elevation in your email to Kelly Johnson of June 8 However, when I reviewed your
drawing sealed July 1, 2012, 1 noticed that the SHWT elevation is labeled as 47 5' Please revise accordingly and
resubmit two (2) copies ASAP
Also, I will continue the review and let you know what other changes may be required by early next week
Regards,
Steve
stm,,_.M 0. PMA,.v
Environmental Engineer
NCDENR - Div of Water Quality
Surface Water Protection
Ph [phone] / Fax [phone]
Before printing this email, please consider your budget and the environment
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING — LAND PLANNING — MAPPING
P O BOX 1685
JACKSONVILLE, NC 28541
OFFICE [phone] FAX [phone]
E-MAIL belt h rr) l nc. u)m
Or briani(y�11Pnc com
TO Steven Pusey
NC Dept of Environmental & Natural Resources
Dept of Stormwater T
127 Cardinal Drive Ext
WilmiWton,NC 28405
Letter of Transmittal
DA rF
July 2 2012
ATTENTION
Steven Pusc
Re
Friendly Mart — Lol 2 Norlhnd a Commercial Subd
COPIES
DATE
NUMBER
DESCRIPTION
2
Copies of revised pages (Sheets 3 and 4 of 5
EcEi IVE
9
REMARKS
SIGNED-(O

14
•J
Johnson, Kelly
From David Newsom [crystalcoasteng@bizec rr com]
Sent Friday, June 08, 2012 8 26 AM
To Johnson, Kelly
Subject RE Friendly Mart, Lot #2 Northridge Commercial Subdivision
Attachments NR 001 pdf, Supplement WetPond-2012 0418 As, Northridge Pond Detail pdf
Sorry Kelly, I have been out of the office
Attached is the Sods Report Two borings were taken Mr Pittman says the second boring (depth to SHWT = 36") is
more representative (the other boring (12") was a relic soil coloration and not a true indicator of present water table
Ground Elevation at bore is 50 0 minus 36" = 47 0 (as shown on the attached Corrected Pond Detail Sheet) The
Supplement has also been corrected to reflect SHWT @ Elev 47 0
If this response is satisfactory, I will mail hard copies of both the Revised Pond Detail Sheet and the Revised Supplement
to you
From: Johnson, Kelly [mailto kelly p Johnson@ncdenr gov]
Sent: Thursday, June 07, 2012 3 50 PM
To: David Newsom
Subject: FW Friendly Mart, Lot #2 Northridge Commercial Subdivision
David,
I still have not received the soils report? Please email it to me by noon tomorrow (Fri) along with a synopsis of why the
PP is 46 5 and the SHWT is 47 5 or I will have to return the package tomorrow afternoon
Thanks,
KJ
From: Johnson, Kelly
Sent: Wednesday, June 06, 2012 2 19 PM
To: 'David Newsom'
Subject: RE Friendly Mart, Lot #2 Northridge Commercial Subdivision
Are you mailing or emailing the soils report?
From: David Newsom [mail o crystalcoasteng@bizec rr com]
Sent: Tuesday, June 05, 2012 1157 AM
To: Johnson, Kelly
Subject: RE Friendly Mart, Lot #2 Northridge Commercial Subdivision
See below comments in RED
From: Johnson, Kelly [mailto kelly p Johnson@ncdenr gav]
Sent: Tuesday, June 05, 2012 8 00 AM
To: David Newsom
Subject: FW Friendly Mart, Lot #2 Northridge Commercial Subdivision
David, L3Y
UN

r
Any news on this? I need to accept it or return it pretty soon because of the issue with keeping uncashed checks for too
long Please submit whatever is necessary by COB tomorrow (Wednesday) or I will have to return it
Thanks,
KJ
From: Johnson, Kelly
Sent: Wednesday, May 30, 2012 2 46 PM
To: 'David Newsom'
Subject: Friendly Mart, Lot #2 Northridge Commercial Subdivision
David,
1 ) This isn't an offsite permit, but is it somehow related to SW8 120313 (which Steve has in review right now)?
SW8 120313 is a low density subdivision permit He is out today, and I don't know how current his draft permit
is but the draft shows that each of the SW8 120313 lots will get 7,682sf This project has 63,972sf, and there is a
deed restriction submitted for this single -lot development Is this project on several lots of SW8 120313 such
that SW8 120313 is its master permit? If so, which lots? Or, is this something completely different This is
completely different will be different owners the other project is a residential LOW DENSITY project This
project is HIGH DENSITY None of the Low Density project area drains into this pond Furthermore, none of this
project area is used in the Density calculation for the other Low Density project They are independent,
unrelated, and to be owned maintained separately
2) SHWT The SHWT is 1ft above the PP? I don't see a soils report, but the SHWT and PP are supposed to be within
6" of one another I see that the supplement has one SHWT value crossed out and another written in Maybe
there is a typo? Also, can you send the soils report? Sorry, I should have included that report with our
submittal Let me dig it up out of the file I will forward ASAP
Thanks,
KJ
*** My email has changed to kelly.p iohnson0ricdennizov
1e_&UJ0kK,S0K,
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office, 910 796.7331
Fax [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties
2

r r—
1073-1 Gregoi j, Fork Road
Prchlands, IBC 28574
Phone [phone]
Fax [phone]
pzllrrtanstid(c)yahoo com
April 30, 2012
lohn L, 11terce &, Associates
409 Johnson Boulevard
Jacksonville, NC 28540
Ref Northridge Cointt v(,jal Storer Water Pond
Dear Mr PierLL,
On Apt tl 30, 2012 a SHWT determination was conducted at the above referenced tiaLl
located on US Hwy 258/24 approximately 1 nnles South of the lrlteisectlon of I [wy I 1 I
Hand auger hot wigs in the proposed storm water pond showtd a SHW r of <12 and
36' liom the natural soil surface rliis was determined by tlzc, prr -,trice of chi oiria of 2 or
less from the Munsell Soil Color Chart A map of the anget boi ing lucattons Kati been
attached
A sketch snowing the anger borings and tht,rL 1OLattom has been attached
I he findings are based on the 4ondittonti of the site at the time of evalUatlon, and anv
alterations may adversely impar-1 the results
If you have any questions pl, asc, foci fret to contact me at 910-330-2784 1 hank You
5uleerel ,
Ly
R I laywood Pittinan 11
NC L1"Tistd Soil Suientist

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING — LAND PLANNING — MAPPING
P O BOX 1685
JACKSONVILLE, NC 28541
OFFICE [phone] FAX [phone]
E-MAIL bettybnjlpnc, com
Or brtanL,ilpnc com
TO Steven Puse
NC Dept of Environmental & Natural Resources
Dept of Stormwater
127 Cardinal Drive Extension
Wilmington, NC 28405
Letter of Transmittal
DATE
June27 2012
ATTENTION
Steven Puse
Re
Friendly Mart— Lot 2 Northridge Commercial Subd
I COPIES I DATE I NUMBER I DESCRIPTION I
12 1 1 1 Conies of Stormwater Pond Details (Sheet 3 of 5) as per vour request I
,SUN 2 8 2012
UGNED (km'uxWas)dy)

.r
C�OF WAT�9
O�
5 t
Date
Pro,lect Name `/iE ��/ L �/ ��•� ft w� �- - -
Project No.-�'�� County ,;17S�d�
The Wilmington Regional Off lee of the Division of Water ua ' j e
your Stormwater permit Application & $505 fee on
Your project will be reviewed within 75 days of receipt A you will be notified
if additional information is needed Please be advised that the construction
of built -upon area may not commence until the Stormwater Permit is issued
If you have any questions, please contact any member of the Stormwater
review staff in the Wilmington Reglonal Office at [phone]
Jo Casmer
Administrative Assistant
{
r
FRIENDLY MART, INC,
P 0 BOX 1019
MOUNT OLIVE NORTH CAROLINA 28365
[phone]
A"
SouffiwlkBank
Mount Olive
66 258 531
5/24/12
DATE
**Five Hundred Five And 00/100 Dollars**********************
PAY
TO THE
ORDER
OF NCDENR
qVMhWP0"ftW
R� tr 00"
43282
43282
I
**505 00 a
AMOUNT
2
I ) IJ
bit-7 'Z�
RALEIGH, NC s �_ �/� / AUTHORIZED SiGNA RE
1100004 3 213 2P v,

1073-1 Gregory Fork Road
Richlands, NC 28574
Phone [phone]
Fax [phone]
piltmansorl@yahoo com
April 30, 2012
John L, Pierce 8t Associates
409 Johnson Boulevard
Jacksonville, NC 28540
Ref Northndge Commercial Storm Water Pond
Dear Mr Pierce,
On April 30, 2012 a SHWT determination was conducted at the above referenced tract
located on US Hwy 258/24 approximately I miles south of the intersection of Hwy I I I
Hand auger borings in the proposed storm water pond showed a SHWT of <12" and
36"from the natural soil surface This was determined by the presence of chroma of 2 or
less from the Munsell Soil Color Chart A map of the auger boring locations has been
attached
A sketch showing the auger borings and there locations has been attached
The findings are based on the conditions of the site at the time of evaluation, and any
alterations may adversely impact the results
If you have any questions please feel free to contact me at 910-330-2784 Thank You
Sincerel ,
7
R Haywood Pittman IT
NC Licensed Soil Scientist
�CEIVED
JUN 88 2012
BY..

FRIENDLY MART, INC
432E2
43282
a
DATE AMOUNT
5/24/12 **505 00
FOR STORMWATER FMT #24

Johnson, Kell
From Johnson, Kelly
Sent Tuesday, June 05, 2012 8 00 AM
To 'David Newsom'
Subject FW Friendly Mart, Lot #2 Northridge Commercial Subdivision
David,
Any news on this? I need to accept it or return it pretty soon because of the issue with keeping uncashed checks for too
long Please submit whatever is necessary by COB tomorrow (Wednesday) or I will have to return it
Thanks,
KJ
From: Johnson, Kelly
Sent: Wednesday, May 30, 2012 2 46 PM
To: 'David Newsom'
Subject: Friendly Mart, Lot #2 Northridge Commercial Subdivision
David,
1) This isn't an offsite permit, but is it somehow related to SW8 120313 (which Steve has in review right now)?
SW8 120313 is a low density subdivision permit He is out today, and I don't know how current his draft permit
is but the draft shows that each of the SW8 120313 lots will get 7,682sf This project has 63,972sf, and there is a
deed restriction submitted for this single -lot development Is this project on several lots of SW8 120313 such
that SW8 120313 is its master permit? If so, which lots? Or, is this something completely different
2) SHWT The SHWT is 1ft above the PP? I don't see a soils report, but the SHWT and PP are supposed to be within
6" of one another I see that the supplement has one SHWT value crossed out and another written in Maybe
there is a typo? Also, can you send the soils report?
Thanks,
KJ
*** My email has changed to kell r.g.iohnson@ncdenr eov
KtLLW0kIASOVt.
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office, 910.796.7331
Fax- 910.350 2004
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties

JOHN L. PIERCE & ASSOCIATES, P.A.
LAND SURVEYING — LAND PLANNING — MAPPING
P 0 BOX 1685
JACKSONVILLE, NC 28541
OFFICE [phone] FAX [phone]
E-MAIL bettyb g,jlpnc corn
Or brianrrlpnc com
TO Ms Kelly Johnson
N C Department of Environment and Natural
Resources — Department of Stormwater
127 Cardinal Drive Extension
Wilmington, NC 28405
Letter of Transmittal
DATE
May 29, 2012
ATTENTION
Kelly Johnson
Re
Friendl Mart -Lot 2 Northridge Commercial Subdivision
COPIES
DATE
NUMBER
DESCRIPTION
2
Sets of plans
2
Stormwater a lications with calculations
I
Check in the amount of $505 00
2
Narrative
1
Copy of Deed of Record
1
Copy of Articles of Incorporation of Owner
1
Copy of Annual Report of Owner
1
Copy of Articles of Incorporation of Developer)
1
Copy of Annual Report of Develo er
BY
SIGNED