SW8021021_HISTORICAL FILE_20151005

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWjez27 6O�
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
I�!HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
WYYMMDD

State of North Carolina
Department of Environment and Natural Resources
f Division of Water Quality
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number:
2. Project Name:
3. Current Permi
4. Signing Official's Name:
5. Mailing Address:
City:
6. Phone: ()
Fax: (
Title:
State: Zip:
II. PROPOSED PERMITTEE / OWNER 1 PROJECT 1 ADDRESS INFORMATION
This request is for: (please check all that apply)
❑ Name change of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete Item 5 below)
[Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
❑ Mailing address / phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization- _.O: -k-A&DO �=MnA l I yfca tbcs
2. Proposed permittee's signing official's name: �(DnCXUC)
3. Proposed permittee's title:
4
State: _Zip: 2bf3��
Phone: (q l b) Fax: (9 la ) J 7— ­�A- jPSZ
5_ New Project Name to be placed on permit:
Please check the appropriate box. The proposed permittee listed abo`m is:
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features. Print name of HOA or
POA in #i above and provide name of HOA/POA's authorized representative in #2 above)
['The property owner
❑ Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement. Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information on page 4)
SSW N/O Change Rev24Sept2012 Page 1 of 4
OCTMECEIVE
0 5 108
BY._

I

III. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result in processing delays or denial of the transfer.
1. This completed and signed form. This certification must be completed and signed by both the
current permit holder and the new applicant if this is a change of ownership.
2. Legal documentation of the property transfer to a new owner.
3. A copy of any recorded deed restrictions, covenants, or easements, if required by the permit.
4. The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
5. If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee.
6. The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the $40.00 processing fee.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement:
❑ Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit. I, , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete.
❑ Check here if current permittee is transferring the property to a new owner and will not retain
ownership of the permit.
1, , the current permittee, am submitting this application
for a transfer of ownership for permit # . I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit. I have provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections II and V of this form. I
further attest that this application for a namelownership change is accurate and complete to the best
of my knowledge. I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
package will be returned as incomplete. I assign all rights and obligations as permittee to the
proposed permittee named in Sections II and V of this form. I understand that this transfer of
ownership cannot be approved by the DWQ unless and until the facility is in compliance with the
perm it.
Signature:
County of
Date:
a Notary Public for the State of
do hereby certify that
personally appeared before me this the
day of , 20 , and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
Notary Signature
SSW N/O Change Rev24Sept2012 Page 2 of 4
(Notary Seal)
ECEIVE`
OCT 0 5 2015
BY:�_

V. , PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
u 1QwA�mn tom} , hereby notify the DWQ that i have acquired
through sale, lease or legal transfer, the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system. I
acknowledge and attest that I have received a copy of: (check all that apply to this permit)
Hthe most recent permit
the designer's certification for each BMP
[7� any recorded deed restrictions, covenants, or easements
❑ the DWQ approved plans and/or approved as -built plans
❑ the approved operation and maintenance agreement
❑past maintenance records from the previous permittee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans. I acknowledge and agree that i will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement. I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not included; this.Qpplication package will be returned as incomplete.
Signature:
W
Date: J cV/// 3
a Notary Public for the State of
County of Des �T)1p , do hereby certify that
personally appeared before me this the
5+ ^ day of ��}���� , 20 E� , and acknowledge the due execution of the
1111,11
forgoing instrument. Witness my hand and official seal, ���`G�PMA H,424''�i,�
=o ( al)i
Notary ignature ='
�� PUBLIC
nrny lq
NGi���`\\
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document. Both the lessee / developer and the property
owner will appear on the permit as permittees.
E
ECEi�ilE�
OCT 0 5 2015
BY:
SSW N/O Change Rev24Sept2012 Page 3 of 4

b

V1. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections 1I and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form:
Printed Nam
Organization
Title within tt
Street Address:. P,W (
City: � � �..�c��� �1�State: Zip:
Mailing Address: ZuX .V-5 1'!l
(if d
ifferent from street address)
City: T LLB W" _ State: c' Zip: 2`3�'I —
Phone: At) � 1�22 Fax: 4 Q -i55--q1b2-
EmailIDOOLatt
_w�.�1:
certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop and/or, lease the property. A copy
of the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal.
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and I will therefore share responsibility for
compliance with the DWQ Stormwater permit. As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the property. I understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
(NCGS) 143-215.1, and may result in appropriate enforcement action including the assessment of
civil penalties of up to $25,000 per day nt to NCGS 143-215.6.
Signature of the property owner Date:
I, i t \a I'C l 0--' t� . A-tC-Z1 , a Notary Public for the State of
, County of Q f-, S �o t,) , do hereby certify that
�J`o n a-:Hr-'C . P1) pk � r \ _ personally appeared before me this the
5-t' day of 00-+2bt—OT-, 20_�5, and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
E�fa i_ � ;
'Signature
m� G7�t�RSY1 t 55\a n e trey
�glaolq
SSW N/0 Change Rev24Sept2012 Page 4 of 4
SAIH ,>,
(Notar-�3eal)
o NOTARY z
�N PUBLIC Z+
90
sppyy �,:
11 ECEaVE�
OCT 0 5 2015
BY:

.1
North Carolina
Elaine F Marshall DEPARTMENTOF THE
Secretary SECRETARY of STATE
PO Sox 29622 Raleigh, NC 27626-0622 [phone] Account
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View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: Boomtown Coastal Properties, LLC
Limited Liability Company Information
Sosld:
1316893
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
5/8/2013
Fiscal Month:
December
State of Incorporation:
Registered Agent:
Popkin, Jonathan
Corporate Addresses
Principal Office:
625 New Bridge Street
Jacksonville, INC 28540-5432
Reg Office:
625 New Bridge Street
Jacksonville, NC 28540-5432
Reg Mailing:
P.O. Box 1414
Jacksonville, NC 28541-1414
Mailing:
P.O. Box 1414
Jacksonville, NC 28541-1414
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 571)-3-20.
Managing Member : Jonathan Popkin
625 New Bridge Street
Jacksonville NC 28540

t�.xnt E-Filed Atumal Report
10246344
LIMITED LIABILITY COMPANY
ANNUAL REPORT Do not data enter manualiy.
NAME OF LIMITED LIABILITY COMPANY: Boonvoxm Coastal Properties, LLC
REPORT FOR "THE YEAR: 2015 STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 1316893
NATURE OF BUSINESS: Investment Property
REGISTERED AGENT: Popkin. Jonathan
REGISTERED OFFICE MAILING ADDRESS: PO. Box ]414
Jacksarnille, NC 28541-1414
REGISTERED OI-FICE STREET ADDRESS: 625 New Bridge Street
Jacksonville, NC 28540-5432 Onsloxl County
PRINCIPAL OFFICE TELEPHONE NUMBER: 910-455-1331
PRINCIPAL OFFICE MAILING ADDRESS: PO. Box 1414
Jacksonville, NC 28541-1414
PRINCIPAL OFFICE STREET ADDRESS_ 625 New Bridge Street
Jacksonville, NC 28540-5432
Company Officials:
Ncrnre: Jonathan Popkin
lttle: Managing Member
Address.-
625 New Bridge Si
Jacksonville, NC 28540
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Jonathan Popkin
FORM MUST BE SIGNED BY A MANAGERIMEMBER
Jonathan Popkin
3/5/2015
DATE
Managing Member
TYPE OR PRINT NAMF. TYPE OR PRINT TITLE
ANNUAL REPORT FEE: E-Paid MAIL TO: Secretary of Sfate • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

O'Er�TME�, a
--y LIMITED LIABILITY COMPANY
v yPY ANNUAL REPORT
�L "*annr 1
NAME 01� LIMITED LIABILITY COMPANY: Boomtown 11'roperties, LLC
REPORT FOR "I HE YEAR: 2015
SECRETARY OF STATE L.L.C. ID NUMBER: 1255217
NATURE 01, BUSINESS: Investment Properti,
REGISTERED AGENT: Popkin, Jonathan
REGISTERED OFFICE MAILING ADDRESS: P.O. Box 1414
Jacksonville, NC 28541-1414
E-Filed Annual Report
9984082
Do not data enter manually.
STATE 01� INCORPORATION: NC
REGISTERED OFFICE S"l'REE'I' ADDRESS: 625 New Bridge Street
Jacksonville, NC 28540-5432 Onslow County
PRINCIPAI. OFFICE "TELEPHONE NUMBER: 910-455-1331
PRINCIPAI. OFFICE MAILING ADDRESS: P.O. Box 1414
Jacksonville, NC 28541-1414
PRINCIPAL OFI-ICE STREM' ADDRESS: 625 Nem, Bridge Street
Jacksonville, NC 28540-5432
Company Officials:
Name: Jonathan Popkin
Trtle: Manage-
Adelress:
625 New lhridge St
.Jacksonville, NC 28540
CERTIFICATION OF ANNUAL. REPORT MUST BE COMPLETED 13Y ALL LIMTTED LIABILITY COMPANIES
Jonathan Popkin
FORM MUST BE: SIGNED BY A MANAGERNEMBER
Jonathan Popkin
3/5/2015
DATE
Manager
TYPE OR PRINT NAME TYPE OR PRINT TITLE
AhWIJAI. REPORT FEE: E-Paid MAIL_ TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

IIIlllllllllllllllllllllll1111l11111flllllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII.
Doc ID: 010597530003 Type: CRP
Recorded: 07/05/2013 at 12:22:21 PM
Fee Amt: $926.00 Pape 1 of 3
Revenue Tax: $900.00
Onslow County NC
Rebecca L. Pollard Rep. of Deeds
8K4021 PG711-713
This Instrument was prepared by Unier, Fountain & Ceruzzi,
a licensed North Carolina Attorney. Delinquent taxes, if any,
to be paid by the closing attorney to the Onslow County Tax
Collector upon disbursement of closing proceeds.
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $900.00
Parcel Identifier No.061973 Verified by Onslow County on the day of 12013
By:
Mail/Box to: Boomtown Properties, LLC
This instrument was prepared by: Lanier, Fountain & Ceruzzi 114 Old Bridge Street Jacksonville, NC 28540/hlh '
Brief description for the Index: Lot 4, Section 2, Wildroots Division
THIS DEED made this 3— day of JmrO, 2013, by and between
GRANTOR
FREDERICK R. FISCHER FAMILY
LIMITED PARTNERSHIP
a North Carolina Limited Partnership
Enter in appropriate block for each party: name, address, and, if appro,
GRANTE3E
BOOMTOWN PROPERTIES, LLC
a North Carolina Limited Liability Company
ECEIVE
OCT 0 5 2015
)riate, character of entity, e.g. cor�c�ration er
p --
The
The designation Grantor and Grantee as used herein shall include saidd parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowl edged, 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
Stump Sound Township, Onslow County, North Carolina and more particularly described as follows:
Being all of Tract 4, containing 1.09 acres, as shown on that plat entitled, "Section 2, Wildroots Division", prepared
by Gairy Canady Land Surveying, on September 10,1999 and recorded in Map Book 40, Page 146, Onslow County
Registry.

The property hereinabove described was acquired by Grantor by instrument recorded in Book 1977 Page 001
All or a portion of the property herein conveyed does not include the primary residence of the Grantor.
A map showing the above described property is recorded in Plat Book 40 Page 146,
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple_
And the Grantor covenants with the Grantee, that Grantor is seized oftlie premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever, other than the following exceptions:
Subject to Restrictive Covenants recorded in Book 1721, Page 224, Onslow County Registry.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year fast above written.
Fr der' Fer Family Limited Partnership
(Entity Name)
By:
Title: dle SIJC�
State of North Carolina - County of a.rz c
1, the undersigned Notary Public of the County and State aforesaid certify that (-'" Z'A 2r,11� Q i � personally
came before me this day and acknowledged that he is the C; Z >vzr•a Or nr r of Frederick % Fischer Family limited
Partnership, a North Carolina limited partnership, and that by authority duly given and as the act ofsuch entity, hgg signed the foregoing
instrument in its name on its behalf as its act and deed. Witness my hand and Not I stamp or seal,, Ibis -3 --el day oflure, 2013.
J �pB000Ptl3�sga8 _? -�li"� rJ�t�' %�l h r
My Commission Expires:
Notary Public
6
The foregoingCerdficate(s)of - r;F4av•:-00'- is/are
certified to be correct. This instrument and this certi ficate are duly registered at the date and time and in the Book and Page shown on the
first page hereof.
By:
Register of Deeds for
County
Deputy/Assistant - Register of Deeds
t00054464.t qMC Bar Associarion Forth No. 3 U 1976. Rzc iscd O 1977. 2002
Priniad by Agrcment widi the NC Bar Association - t 9&1

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11 OCT OS 2015
By.

INVESTORS TITLE INSURANCE COMPANY
ei
P.O. Drawer 2687
Chap
l Hill, North
5-2687
hod
1� " :1t1,r6, ",l ALTA eCOMMlT1V1�ENTna iFORM
This Commitment is not complete without appropriate Schedules and corresponding Jacket unless otherwise agreed in
writing.
REVISED COMMITMENT DATED 06/28/2013 NUMBER 001
SCHEDULE A
1. Commitment Date 0612412013 Time 09:00 AM Comm. No. 201301101J/RC 1
2. Policy (or Policies) to be issued:
(a) Owner's Policy ALTA 2006 Policy Amount $ 450,000.00
Proposed Insured BOOMTOWN COASTAL PROPERTIES, LLC
(b) Loan Policy ALTA 2006 Policy Amount $ 412,000.00
Proposed Insured VANTAGESOUTH BANK
ITS SUCCESSORS AND/OR ASSIGNS, AS THEIR INTEREST MAY
APPEAR
3. Fee simple interest in the land described in this Commitment is owned, at
the Commitment Date by:
Frederick R. Fischer Family Limited Partnership
4. The land referred to in this Commitment is in the
State of NC County of Onslow and described as follows:
BEING ALL OF TRACT 4, CONTAINING 1.09 ACRES, AS SHOWN ON THAT PLAT
ENTITLED, "SECTION 2, WILDROOTS DIVISION", PREPARED BY GAIRY CANARY.
LAND SURVEYING ON SEPTEMBER 10, 1999 AND RECORDED IN MAP BOOK 40, PAGE
146, ONSLOW COUNTY REGISTRY.
Issued through the Office of:
Investors Title Insurance Company
410 New Bridge St Ste 6A
Jacksonville, NC 28540
Tel. [phone] [phone]
IFax(910)455-6821 [phone]
. �bja'�>i1.—
Authorized Countersignature
Form No. 201-06-A Page I

INVESTORS TITLE INSURANCE COMPANY
P.O. Drawer 2687
Chapel Hill, North Carolina 27515-2687
Commitment No. 201301101JIRC 1
SCHEDULE 13- SECTION I
REQUIREMENTS
The following requirements must be met:
(a) Pay the agreed amounts for the interest in the land and/or the mortgage to be
insured..
(b) Pay us the premiums, fees and charges for the policy.
(c) Documents satisfactory to us creating the interest in the land and/or the
mortgage to be insured, must be signed, delivered and recorded.
(d) You must tell us in writing the name of anyone not referred to in this
Commitment who will get an interest in the land or who will make a loan on the
land. We may then make additional requirements or exceptions.
1. Receipt of Attorney's Final Certificate, along with all additional
required documents, in order to issue a final policy or policies.
2. For insurance regarding priority of conveyance by seller to proposed
insured owner over potential liens for labor, services or materials, including
surveyors, architects, engineers and rental equipment (herein "liens") of
seller, or priority of proposed .insured lender's deed of trust (once recorded)
over said liens of seller and/or construction borrower, receipt of applicable
NCLTA form (or substantially similar form approved by Company counsel prior to
closing), completed and executed by all required parties in compliance with
the applicable form's instructions regarding same, to wit:
1) NCLTA Form 1, if no recent construction or addition of improvements on
land, no executory contracts for improvements on land and no construction loan
by signing owner or borrower is contemplated; or
2) NCLTA Form 2, if construction on the land was recently completed, but no
mechanics lien agent is required to be appointed pursuant to NC law; or
3) NCLTA Form 3, if construction is in process or immediately contemplated
(for loan, including construction financing), but no mechanics lien agent is
required to be appointed pursuant to NC law; or
Form No. 201-06-A page 2

INVESTORS TITLE INSURANCE COMPANY
P.O. Drawer 2687
Chapel Hill, North Carolina 27515-2687
Commitment No. 201301101JIRC 1
4) NCLTA Form 5, Owner Affidavit and Indemnity Agreement when construction has
been completed, is contemplated or currently underway and a mechanics lien
agent has been properly appointed pursuant to NC law; and
(a) for insurance regarding priority of conveyance by seller to insured owner
and priority of insured lender's deed of trust over potential liens, NCLTA
Form 6 for waiver and release of lien rights, executed by potential lien
claimants with direct lien rights having filed a notice to lien agent or
identified in paragraph l.B of NCLTA Form 5; or
(b) for insurance regarding only the priority of insured lender's deed of
trust over potential liens NCLTA Form 7 subordination of lien rights, executed
by potential lien claimants with direct .lien rights having filed a notice to
lien agent or .identified in paragraph l.B. of NCLTA Form .5.
In addition, if the proposed purchaser will be obtaining combined purchase and
construction financing from proposed insured lender as a part of the
transaction to be insured, proposed purchaser (construction loan borrower)
must also provide duly completed and properly executed NCLTA form, as
applicable.
3. Tf a mechanics' lien agent has been properly appointed pursuant to NC
Law, a search for filed Notices to Lien Agent must be updated 1 business day
prior to'recording of the deed/deed of trust to be insured.
4. Duly authorized and executed Deed from Frederick R. Fischer Family
Limited Partnership, vesting fee simple title in Boomtown Coastal Properties,
LLC.
5. Duly authorized and executed Deed of Trust by Boomtown Coastal
Properties, LLC in favor of VantageSouth in the amount of $412,000.00.
Form No. 201-06-A page 3

INVESTORS TITLE INSURANCE COMPANY
P.O. Drawer 2687
Chapel Hill, North Carolina 27515-2687
Commitment No. 201301101J1RC 1
SCHEDULE B - SECTION H
EXCEPTIONS
Any policy we issue will have the following exceptions unless they are taken care
of to our satisfaction.
1. Taxes for the year 2013 and subsequent years, not yet due and payable.
2. Rights or claims of parties in possession under unrecorded .lease.
3. Subject,to matters shown on recorded Map/Plat Book/Cabinet 40 at Page 146.
4. Deed of Easement(s) recorded in Book 1570 at Page 860.
THE FOLLOWING EXCEPTIONS WILL BE SHOWN ON THE MORTGAGEE POLICY ONLY:
AFFIRMATIVE INSURED CLOSING PROTECTION COVERAGE PROVIDED - As to the transaction
for which this binder and/or policy is issued, the Company affords insured closing
protection as described in the North Carolina Insured Closing Protection Letter
(NCTIRB-01-2003) to the Proposed and/or Insured Lender and its successors and/or the
Proposed and/or Insured Owner. Said letter is incorporated herein in its entirety.
The approved attorney is the Closing Attorney referenced above. Claims under such
letter shall be made promptly to the Company at its claims office at P.O. Drawer
2687, Chapel Hill, NC 27515.
5. Restrictions appearing of record in Book 1721 at Page 224, but this policy
insures that said restrictions have not been violated and that a future violation
thereof will not cause a forfeiture or reversion of Title.
NOTE: The following endorsement(s) are attached to the original mortgagee's final
policy: ALTA 6-06; 8.2-06; 9-06
THE FOLLOWING EXCEPTIONS WILL BE SHOWN ON THE OWNERS POLICY ONLY:
5. Restrictions appearing of record in Book 1721, Page 224, but this policy
Form No..201-06-A Page 4

INVESTORS TITLE INSURANCE COMPANY
P.O. Drawer 2687
Chapel Hill, North Carolina 27515-2687
Commitment No. 201301101JIRC 1
insures that a violation thereof will not cause a forfeiture or reversion of Title.
6. Any encroachment, encumbrance, violation, variation, or adverse circumstance
affecting the Title that would be disclosed by an accurate and complete land survey
of the Land. The term "encroachment" includes encroachments of existing
improvements located on the Land onto adjoining land, and encroachments onto the
Land of existing improvements located on adjoining land. Paragraph 2 (c) of the
Covered Risks is hereby deleted.
Form No. 201-06-A Page 5

INVESTORS TITLE INSURANCE COMPANY
P.O. Drawer 2687
Chapel Hill, North Carolina 27515-2687
CLOSING PROTECTION LETTER
06/28/2013
Policy Number: 201301101 J
Recipient: VantageSouth Bank
2445 Onslow Drive
Jacksonville, NC 28540
Approved Attorney: Steve A. Quinn
Lanier, Fountain & Ceruzzi
Attorneys at Law
114 Old Bridge Street
Jacksonville, NC 28540
Borrowers) Name: Boomtown Coastal Properties, LLC
Property Address: 2027 Highway 172
Shads Ferry, NC 28460
Dear Sir or Madam:
When title insurance of Investors Title Insurance Company is specified for your protection in connection with closings of
North Carolina real estate transactions in which you are to be the lessee or purchaser of an interest in land or a lender secured by a
mortgage (including any other security instrument) of an interest in land in accordance with N.C. Gen. Stat. Sec. 58-26-1, the
Company, subject to the Conditions and exclusions set forth below, hereby agrees to reimburse you for actual loss incurred by you in
connection with such closings when conducted by an Issuing Agent (an agent authorized to issue title insurance for the Company) or an
Approved Attorney (an attorney upon whose certification of title the Company issues title insurance) and when such loss arises out of:
Authorized Countersignature
Page 1

INVESTORS TITLE INSURANCE COMPANY
P.O. Drawer 2687
Chapel Hill, North Carolina 27515-2687
Failure of the Issuing Agent or Approved Attorney to comply with your written closing instructions to the extent
that they relate to (a) the status of the title to said interest in land or the validity, enforceability and priority o fthe
lien of said mortgage on said interest in land, including the obtaining of documents and the disbursements of funds
necessary to establish such status of title or lien, or (b) the obtaining of any other document, specifically required
by you, but only the extent the failure to obtain such other document affects the status of the title to said interest in
land or the validity, enforceability and priority of the lien of said mortgage on said interest in land, or
Fraud or dishonesty of the Issuing Agent or Approved Attorney in handling your funds or documents in connection
with such closings to the extent such fraud or dishonesty relates to the status of the title to said interest in land or
the validity, enforceability, and priority of the lien of said mortgage on said interest in land.
If you are a lender protected under the foregoing paragraph, your borrower in connection with a loan secured by a mortgage
on a one -to -four family dwelling shall be protected as if this letter were addressed to your borrower.
Conditions and Exclusions
A. The Company will not be liable to you for loss arising out of.
I. Failure of the Issuing Agent or Approved Attorney to comply with your closing instructions, which require title
insurance protection inconsistent with that, set forth in the title insurance binder or commitment issued by the
Company. Instructions that require the removal of specific exceptions to title or compliance with the requirements
contained in said binder or commitment shall not be deemed to be inconsistent.
2. Loss or impairment of your funds in the course of collection or while on deposit with a bank due to bank failure,
insolvency or suspension, except such as shall result from failure of the Issuing Agent or the Approved Attorney to
comply with your written closing instructions to deposit the funds in a bank which you designated by name.
3. Mechanics' and materialmen's liens in connection with your purchase or lease or construction loan transactions,
Page 2

INVESTORS TITLE INSURANCE COMPANY
P.O. Drawer 2687
Chapel Hill, North Carolina 27515-2687
except to the extent that a title insurance binder, commitment or policy of the Company affords protection against
such liens.
4. Failure of the Issuing Agent or Approved Attorney to comply with your written closing instructions to the extent
such instructions require a determination by the Issuing Agent or Approved Attorney of the validity, enforceability
or effectiveness of any document contemplated under paragraph 1(b) above.
B. If the closing is to be conducted by an Issuing Agent or an Approved Attorney, a title insurance binder or
commitment for the issuance of a policy of title insurance of the Company must have been received by you prior to
the transmission of your final closing instructions to the Issuing Agent or Approved Attorney.
C. When the Company shall have reimbursed you pursuant to the coverage contained in this letter, it shall be
subrogated to all rights and remedies, which you would have had against any person or property, had you not been
so reimbursed. Liability of the Company for such reimbursement shall be reduced to the extent that you have
knowingly and voluntarily impaired the value of such right of subrogation.
D. Any liability of the Company for loss incurred by you in connection with closings of real estate transactions by an
Issuing Agent or Approved Attorney shall be limited to the coverage provided. However, this coverage shall not
affect the protection afforded by a title insurance binder, commitment or other policy of the Company.
E. Claims shall be made promptly to the Company at its principal office at 121 N. Columbia Street, Chapel Hill, North
Carolina, 27514. When the failure to give prompt notice shall prejudice the Company, then liability of the Company
hereunder shall be reduced to the extent of such prejudice. The company shall not be liable hereunder unless the
Company receives notice of claim in writing within three years from the date of the Closing.
F, The coverage herein offered extends only to real property transactions in North Carolina.
The coverage herein offered will be effective upon your disbursement of funds to the Issuing Agent or Approved Attorney
identified above after you receive this letter and will continue until canceled by written notice from the Company.
Page 3

INVESTORS TITLE INSURANCE COMPANY
P.O. Drawer 2687
Chapel Hill, North Carolina 27515-2687
Any previous Closing Protection Letter or similar agreement is hereby canceled, except as to closings of your real estate
transactions regarding which you have previously sent (or within 30 days hereafter send) written closing instructions to the issuing
Agent or Approved Attorney.
cc: Steve A. Quinn
Form No. NCTIRB-01-2003
Page 4

"��'J1S1 ��noraikvn l34l1nihttE
06/26/2013
Steve A. Quinn
Lanier, Fountain & Ceruzzi
Attorneys at Law
114 Old Bridge Street
Jacksonville, NC 28540
RE: Boomtown Properties, LLC
2027 Highway 172
Sneads Ferry, NC 28460
(a) Mortgagee Policy Information:
Policy No.
201301101J
Coverage
$412,000.00
Name
VANTAGESOUTH BANK
Mail Mortgagee Policy To:
Steve A. Quinn
Lanier, Fountain & Ceruzzi
Attorneys at Law
114 Old Bridge Street
Jacksonville, NC 28540
(b) Owner Policy Information:
Policy No.
Coverage
Name
Mail Owner's Policy To:
Investors Title Insurance Company
410 New Bridge St Ste 6A
Jacksonville, NC 28540
Tel. [phone] [phone]
/ Fax [phone] [phone]
201301101J/RC 1
$459, 000.00
BOOMTOWN COASTAL PROPERTIES, LLC
Steve A. Quinn
Lanier, Fountain & Ceruzzi
Attorneys at Law
114 Old Bridge Street
Jacksonville, NC 28540
Page 1

h.
7� � Im�ova livn 6l'h�sl l�f;d
v
W
0612812013
Steve A Quinn
Lanier, Fountain & Ceruzzi
Attorneys at Law
114 Old Bridge Street
Jacksonville, NC 28540
RE: Boomtown Properties, LLC
2027 Highway 172
Sneads Ferry, NC 28460
(a) Mortgagee Policy Information:
Coverage: $412,000,00
(b) Owner Policy Information,
Coverage: $450,000.00
INVOICE
Investors Title Insurance Company
410 New Bridge St Ste 6A
Jacksonville, NC 28540
Tel.[phone] [phone]
/ Fax [phone] [phone]
Policy No. 201301101J
Name: VANTAGESOUTH BANK
Policy No.201301101JIRC 1
Name: BOOMTOWN COASTAL PROPERTIES, LLC
Total Policy and Endorsements Premium
828.50
Search Charges
0.00
Modification End Fee
Less Total Paid
0.00
Total Due
828.50
In all North Carolina loan transactions, one or more Loan policies may be issued simultaneously with an Owner's policy
covering identical property for a single premium. If, however, required by HUD, the single premium may be allocated as
follows on the Good Faith Estimate and the HUD1:
Owner Premium: $64:60
Lender Premium: $763.90
Total Title Insurance Premium retained by the underwriter: $828.50
Total Title Insurance Premium retained by the agent: $0.00
Page 1

TITLE INSURANCE COMMITMENT
Issued by
hive tors ce Com m
AGREEMENT TO ISSUE POLICY
We agree to issue policy to you according to the terms of the Commitment. When we show the policy amount and
your name as the proposed insured in Schedule A, this Commitment becomes effective as of the Commitment Date shown
in Schedule A.
If the Requirements shown in this Commitment have not been met within six (6) months after the Commitment Date,
our obligation under this. Commitment will end. Also, our obligation under this Commitment will end when the Policy is
issued and then our obligation to you will be under the Policy.
Our obligatlon under this Commitment is limited by the following:
The Provisions in Schedule A.
The Requirements in Schedule B-I.
The Exceptions in Schedule B-II.
The Conditions on Jacket.
This Commitment is not valid without SCHEDULE A and Sections I and 11 of SCHEDULE B.
IN WITNESS WHEREOF, the Company has caused this Commitment to be signed and sealed, to become valid
when countersigned by an authorized officer or agent of the Company, all in accordance with its By -Laws.
I AN
Nz'ne
LAND TITLE
ln
The use of this Form Is restricted to
ALTA licensees and ALTA members
EWup
in good standing as a1 the date of
r
O
ASSOCIATION
use. All other uses are prohibited.
Reprinted under license from the
G
y SEAL
1972
President
Attest:
American Land Title Assoclation.
Copyright 2006-2009
American Land Title Association.
4•
n
All rights reserved.
.
UUU���LLL.t
Secretary
CONDITIONS
1. DEFINITIONS
(a) "Mortgage" means mortgage; deed of trust or other security instrument.
(b) "Public Records" means title records that give constructive notice of matters affecting your title according to the
state statutes where your land is located.
2. LATER DEFECTS
The Exceptions in Schedule B - Section II may be amended to show any defects, liens or encumbrances that appear
for the first time in the public records or are created or attach between the Commitment Date and the date on which
all of the Requirements (a) and (c) of Schedule B - Section I are met. We shall have no liability to you because of this
amendment.
3. EXISTING DEFECTS
If any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule B, we may amend
Schedule B to show them. If we do amend Schedule B to show these defects, liens or encumbrances, we shall be
liable to you according to Paragraph 4 below unless you knew of this information and did not tell us• about it in writing.
4. LIMITATION OF OUR LIABILITY .
Our only obligation is to issue to you the Policy referred to in this Commitment, when you have met Its Requirements.
If we have any I€ability to you for any loss you incur because of an error in this Commitment, our liability will be limited
to your actual loss caused by your relying on this Commitment when you acted in good faith to:
Comply with the Requirements shown in Schedule B - Section I
OR
Eliminate with our written consent any Exceptions shown in Schedule B - Section IL
We shall not be liable for more thah the Policy Amount shown in Schedule A of this Commitment and our liability is
subject to the terms of the Policy form to be issued to you.
5. CLAIMS MUST BE BASED ON THIS COMMITMENT
Any claim, whether or not based on negligence, which you may have against us concerning the title to the land must
be based on this Commitment and is subject to its terms.
Form 201-06-d ALTA Commitment Form -- 2006

!project Name:
Project Location:
Completeness ReWew Cheekll.st
Received Date:
Accepted Date:
Rule(s) 2008 Coastal
1995 Coastal
Phase II (WiRO.)
1988 Coastal
Universal El
Type of Permit: New or
Mod or PR
Existing Permit # (Mod or PR): PE Cert on File?
Density: HD or LD
Type: Commercial or Residential
�NCG:
](% OK?)
Stream Class:
�SA
Map
�Offsite to SW8
Subdivided?: Subdivision
or Single Lot
F.
Map
Exempt
Paperwork Emailed Engineer on:
Supplement(s) (1 original per BMP) B M P Type(s):
L0&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
L_jApplication with correct/original signatures DPt&d
Corp or LLC: Sig. Auth. per SoS or letter Email Address: Design Engineer
$S05 (within 6mo) Email Address: Owner
Soils Report with SHWT �e Note to Reviewer:
ElCalculations (signed/sealed)I Li
No obvious errors
MDensity includes common areas, etc
Deed Restrictions, if subdivided:
El Signed & Notarized
CorrectTernplate (Comm/Res & HD/LD) or Dec. Covenants & Rest.
Plans
2 Sets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading ®Wetlands: Delineated or No Wetlands
Vicinity Map
Layout (proposed BUA dimensions)
El
Legend
EllDA Maps "Project Boundaries
Infiltration
filet Pend
Offsite
Soils Report
ElSo0s Report
®PE Cert for Master Lot #:
MIDeed Rest for Master ®Lot # Matches Master
JSHWT:
Bottom:
OSHWT:
PP:
BUA Permitted (Master): sf
Visited:
BUA Proposed (Offsite): sf
Additional Information:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

0
i ..
Rrx
July 6, 2015
DOLLAR TREE COMPLETES ACQUISITION OF FAMILY DOLLAR
• Creates combined organization with sales exceeding $19 billion annually with more than 13,600 stores
across 48 states and five Canadian provinces
• Gary Philbin named President and Chief Operating Officer of Family Dollar Stores
CHESAPEAKE, Va. - July 6, 2015 - Dollar Tree, Inc. (NASDAQ: DLTR), North America's leading operator of discount variety
stores selling everything for $1 or less, announced today that it has completed the acquisition of Family Dollar Stores, Inc., a
leading national discount retailer offering name brands and quality, private brand merchandise.
"We are pleased to announce we have completed our acquisition of Family Dollar and we formally welcome the Family Dollar
team to the Dollar Tree organization," stated Bob Sasser, Chief Executive Officer. "This is a transformational opportunity for our
business to offer broader, more compelling merchandise assortments, with greater values, to a wider array of customers. This
acquisition will extend our reach to low-income customers, while strengthening and diversifying our footprint. We plan to
leverage best practices across both organizations to deliver significant cost synergies. Combined, our growth potential is
enhanced with improved opportunities to increase store productivity and to open more stores across multiple banners."
Under the terms of the merger agreement first announced and unanimously approved by each company's Board of Directors in
July 2014, Family Dollar shareholders are entitled to receive $59.60 in cash and 0.2484 of a share of Dollar Tree common
stock for each share of Family Dollar common stock.
The Company also announced that Gary Philbin, age 58, has been named President and Chief Operating Officer of Family
Dollar, effective immediately. In his new role, Mr. Philbin will continue to report to Bob Sasser. Mr. Philbin joined Dollar Tree as
Senior Vice President of Stores in December 2001, and was later promoted to Chief Operating Officer in March 2007 and to
President in June 2013, Prior to joining Dollar Tree, Mr. Philbin held senior -level positions in both merchandising and
operations during his thirty years in the retail grocery industry.
"I am very proud to announce that Gary will be taking on his new leadership role of Family Dollar Stores," Sasser said. "Gary
has played an integral role in the success of Dollar Tree over the past fourteen years. Notably, Gary was instrumental in
improving the Dollar Tree customer shopping experience and the related customer satisfaction, as well as leading the
integration following our Canadian acquisition in 2010."
Philbin stated, "I am very pleased to have the opportunity to lead the Family Dollar team. Throughout the due diligence and
integration planning processes, I have been impressed with the experience, talent and dedication of the Family Dollar team
members. Our focus as an organization will be on the customer - by consistently providing great values, affordable prices, and
relevant items in a store environment that is convenient, clean, reliable and efficient. We are well -prepared for the integration
process, which is now underway."
Additionally, the Company announced that Howard R. Levine, Chief Executive Officer of Family Dollar, has been appointed to
Dollar Tree's board of directors, effective immediately.
Sasser concluded, "We appreciate the efforts, dedication and teamwork displayed by both Dollar Tree and Family Dollar
associates throughout our integration planning processes. We are well -prepared to integrate our two companies."
Strategic Rationale
Creates a leading discount retailer in North America. The combined organization will operate more than 13,000
stores in 48 states and five Canadian provinces, with sales exceeding $19 billion annually and over 145,000 associates.
Complementary business model across fixed- and multi -price point. Dollar Tree is the nation's leading operator
of fixed -price point stores, selling everything for $1 or less, and Family Dollar is a leading national operator of multi -price
point stores providing value -conscious consumers with a selection of competitively priced merchandise in convenient
neighborhood stores. The Company intends to retain and to grow both banners going forward and will optimize the

combined real estate portfolio.
• Targets broader range of customers and geographies. Dollar Tree targets customers within a broad range of
Middle America with stores located primarily in suburban areas and Family Dollar targets low- and lower -middle income
households through its urban and rural locations. The transaction enables Dollar Tree to serve a broader range of
customers and deliver even greater value to them.
• Leverages complementary merchandise expertise. Dollar Tree's merchandise mix consists of a balance between
consumable merchandise and variety/seasonal merchandise. Family Dollar's assortment consists primarily of
consumable merchandise and home products. The complementary offerings enable the Dollar Tree and Family Dollar
brands to expand categories and to deliver a broader, more compelling assortment to all customers.
• Generates significant synergy opportunities. Dollar Tree expects to generate significant efficiencies through
sourcing and procurement, format optimization, SG&A leverage, and its distribution network. The Company anticipates
that the transaction will result in an estimated $300 million of annual run -rate synergies to be fully realized by the end of
the third year post -closing.
• Enhanced financial performance and improved growth prospects. Dollar Tree will be better positioned to invest in
existing and new markets and channels and to grow its store base across multiple brands. The combined company
expects to generate significant free cash flow, enabling it to pay down debt rapidly.
J.P. Morgan Securities LLC acted as exclusive financial advisor to the board of directors of Dollar Tree, and J.P. Morgan Chase
Bank, N.A. committed to provide bridge financing for the transaction. Wachtell, Lipton, Rosen & Katz and Williams Mullen acted
as legal counsel to Dollar Tree in connection with the transaction. Morgan Stanley & Co. LLC acted as exclusive financial
advisor to the board of directors of Family Dollar in connection with the transaction. Cleary Gottlieb Steen & Hamilton LLP acted
as legal counsel to Family Dollar in connection with the transaction.
About Dollar Tree, Inc.
Dollar Tree, a Fortune 500 Company, now operates more than 13,600 stores across 48 states and five Canadian provinces.
Stores operate under the brands of Dollar Tree, Dollar Tree Canada, Deals and Family Dollar. To learn more about the
Company, visit www.DollarTree.com.
Forward Looking Statements
A WARNING ABOUT FORWARD -LOOKING STATEMENTS: Our press release contains "forward -looking statements" as that
term is used in the Private Securities Litigation Reform Act of 1995. Forward -looking statements address future events,
developments or results and typically use words such as believe, anticipate, expect, intend, plan, forecast, or estimate. For
example, our forward -looking statements include statements regarding the merger with Family Dollar, including the benefits,
results and effects of the merger, future financial and operating results, including estimated synergies, expectations concerning
the combined company's plans, objectives, expectations (financial or otherwise) and intentions. Risks and uncertainties related
to the proposed merger include, among others, difficulties related to integration of the proposed merger and our ability to
obtain cost savings and synergies contemplated by the merger, unexpected costs, charges or expenses resulting from the
proposed merger, and the outcome of pending or potential litigation or governmental investigations. For a discussion of the
risks, uncertainties and assumptions that could affect our future events, developments or results, you should carefully review
the "Risk Factors," "Business," and "Management's Discussion and Analysis of Financial Condition and Results of Operations"
sections in our Annual Report on Form 10-K filed March 13, 2015. We are not obligated to release publicly any revisions to any
forward -looking statements contained in this press release to reflect events or circumstances occurring after the date of this
report and you should not expect us to do so.
CONTACT:
Dollar Tree, Inc.
Randy Guiler, 757-321-5284
Vice President, Investor Relations www.DollarTree.com

1IRTWY,
A
Y I DEN V
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 8, 2015
Mr. Frederick R. Fischer, General Partner
Frederick R. Fischer, Family Limited Partnership
111 Point of View Dr.
Mooresville, NC 28117
And'
Mr. Jonathan Popkin, Manager
Boomtown Properties, LLC
PO Box 1414
Jacksonville, NC 28541-1414
Donald van der Vaart
Secretary
Subject: Notice of Inspection - Not Compliant
Dollar General - Sneads Ferry, State Stormwater Permit No. SW8 021021
Onslow County
Dear Mr. Fischer and Mr. Popkin:
On September 8, 2015, the Wilmington Regional Office of the Division of Energy, Mineral and Land
Resources (DEMLR) conducted a file review inspection of the subject project located at 2027 Highway
172 in Sneads Ferry, Onslow County to determine the status of compliance with the associated State
Stormwater Management Permit. DEMLR file review revealed that the site does not appear to be in
compliance with the terms and conditions of this permit. Please find a copy of the completed forms
entitled "Compliance Inspection Report" attached to this fetter, which summarizes the findings of the
recent inspection. As indicated in the attached inspection reports, the following deficiencies must be
resolved:
Permit Conditions 11.9, 11.11, and 111.1: According to the Onslow County GoMap website and tax
records, it appears that the property associated with this permit, 2027 Highway 172 in Sneads
Ferry, has been sold to Boomtown Properties, LLC. Additionally, it seems that a separate
permit has been issued for the Dollar General for a lot down the street from the site. Per the
aforementioned permit conditions, a request must be submitted to the Division to transfer the
ownership of the permit and to change the name of the project, as applicable. Please note that
in order the transfer the permit, the project must be found in compliance with the permit.
Once the permittee, Frederick R. Fischer Family Limited Partnership, confirms the project is compliant
with the permit, please submit the appropriate Name/Ownership change form available on our website
at: http://Portal.ncdenr.org/web/Ir/state-stormwater-forms docs along with the documentation necessary
to transfer the permit to the new owner. Please note that the "HOA Name/Ownership Change Form" is
only for use by permittees that have developed their project under the Planned Community Act. The
other "Name/Ownership Change Form" is for all other projects planning to change the name of the
project or transferring their permit to the new owner of the project. Once the proposed permittee
receives the transfer documents with all the necessary paperwork and all the criteria in the form are
met, the proposed permittee must choose one of the options below:
a. Option 1: The new owner accepts the transfer of the current permit. Please note that the first
transfer is free and the permit conditions remain the same as when the permit was originally
issued under 15A NCAC 2H .1005 effective September 1, 1995, which is commonly referred to
as the 1995 Coastal Rules.
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
(910) 796-72151 Fax: [phone] • Internet: http://portalnodenr.orglweb/lrl

State Stormwater Permit SW8 021021
September 8, 2015
b. Option 2: If the new owner refuses the current permit then they will have to apply for
their own permit. If they do not apply for a permit they will be issued a Notice of Violation
(NOV) including possible fines for owning and operating a treatment system and
discharging to surface waters without a permit. This option will not be advantageous to
the new owners because the new permit will be issued under the 2008 Coastal
Stormwater Rules (Session Law 2008-211) unless a vested right is presented which
allows the project to be reviewed under the 1995 Coastal Rules. However, keep in mind
that vested rights are not granted to sites that are in violation. This means the
stormwater control measure must be redesigned according to the standards in Session
Law 2008-211 and the latest version of the Stormwater Best Management Practices
(BMP) manual. As a result, changes in permit conditions and technical changes, such
as the increase in the design storm from 1.0 to 1.5 inches, may require significant and
costly physical changes to the BMPs currently serving the projects. All costs associated
with the permit application, the possible NOV, the design and the construction for
changes to the ponds will be the sole responsibility of the new owners.
Please inform this Office in writing before October 12, 2015, of the specific actions that will be
undertaken and the time frame that will be required to correct the deficiencies. Failure to provide
the requested information, or to respond to this letter by the due date, may initiate enforcement
action including the assessment of civil penalties of up to $25,000 per day. If a written plan of
action is not submitted to this office by October 12, 2015 then DEMLR staff will re -inspect the
site and issue a Notice of Violation.
If you have any questions, please contact me at the Wilmington Regional Office, telephone
number (910)-796-7215 or via email at [e-mail].
Sincerely,
Christine Hall
Environmental Engineer
Enc: Compliance Inspection Report
GDSlcan: 111Stormwater\Permits & Projects120021021021 HD12015 09 CEI_deficient 021021
cc: Georgette Scott, Wilmington Regional Office Stormwater Supervisor
WiRO Stormwater File
Page 2 of 2

Corporations Division
Page 1 of 1
North Carolina
Elaine F. Marshall ®EPARTVI ENT OF THE
Secretary SECRETARY of STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Click Here To:
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: Boomtown Properties, LLC
Limited Liability Company Information
Sos Id:
1255217
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
4/18/2012
Fiscal Month:
December
State of Incorporation:
NC
Registered Agent:
Popkin, Jonathan
Corporate Addresses
Principal Office:
625 New Bridge Street
Jacksonville, NC 28540-5432
Reg Office:
625 New Bridge Street
Jacksonville, NC 28540-5432
Reg Mailing:
P.O. Box 1414
Jacksonville, NC 28541-1414
Mailing:
P.O. Box 1414
Jacksonville. NC 28541-1414
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20
Manager: Jonathan Popkin
625 New Bridge Street
Jacksonville NC 28540
Account
Login
Register
http://www.secretary.state.ne.us/Search/profcorp/9984082 9/8/2015

l
N,
State of North Carolina
Department of the Secretary of State
SOS1D: 1119613
Date Filed- 10/14/2009 8:38:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200928200471
CERTIFICATE OF DOMESTIC LIMITED PARTNERSHIP
INCLUDING ARTICLES OF CONVERSION
Pursuant to §§ 59-201 and 59-1052 of the General Statutes of North Carolina, the undersigned hereby
submits this Certificate of Domestic Limited Partnership for the purpose of converting to a domestic limited partnership.
The name of the limited partnership is: Frederick R. Fischer Family Limited Partnership
I
2. The -domestic limited partnership is being formed pursuant to a conversion of another business entity.
The name
of the converting business entity is: Frederick R. Fischer Family Limited Partnership
The converting business entity is a foreign limited partnership.
4. The state or country whose laws govern the organization and internal affairs of the converting business
entity is
Massachusetts.
A plan of conversion has been approved by the converting business entity in the manner required by law.
Name of Registered Agent: Frederick R. Fischer
Address of Registered Office:
111 Point of View Drive
Mooresville NC 28117
Iredell County
Address of office where records are kept, if not kept at registered office:
Number and Street
City, State, Zip Code
County
Latest date upon which the limited partnership is to dissolve: December 31, 2021.
10. State the name, and address, including county and city or town, and street and number, if any, of each
general partner. (Attach additional sheets if necessary.)
Mr. Frederick R. Fischer
111 Point of View Drive
Mooresville NC 28117
11. This registration will be effective upon filing.
NOTES:
Filing fee is $50. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION
(Revised January. 2002)
P OBOX 29622
RALEIGH, NC 27626-06222
Form LP-01A

12. The following and attached signatures of EACH general partner constitute an affirmation under the penalty of
perjury'that the fac herein are true.
(a) If the gen al partner is a ivid I, complete this section:
Signature W Date
4A
Typed or Printed I me: Frederick R. Fischer
Signature
Typed or Printed Name
Date
Signature Date
Typed or Printed Name
Signature Date
Typed or Printed Name
(b) If the general partner is a corporation or other entity, complete this section.
Name of corporation or other entity
Signature of officer
Name and Title of officer
Date
Name of corporation or other entity
Signature of officer
Name and Title of officer
Date
Name of corporation or other entity
Signature of officer
Name and Title of officer
Date
Name of corporation or other entity.
Signature of officer
Name and Title of officer
CORPORATIONS DIVISION
(Revised January, 2002)
P.O.BOX 29622
RALEIGH, NC 27626-06222
Form LP-01,4

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I :.*
�F WArFR Michael F, Easley, Governor
Q William G. Ross Jr., Secretary
�4 North Carolina Department of Environment and Natural Resources
>�—,� Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H, Sullins, De uty Director
Division of Water Quality
January 9, 2004
Mr. Frederick R. Fisher, General Partner
Frederick R. Fisher, Family Partnership
8317 Prince George Road
Charlotte, NC 28210
NOTICE OF INSPECTION:
Dollar General Store
Stormwater Project No. SW8 021021
New Hanover County
Dear Mr. Fisher:
Please find attached a copy of the completed form entitled "Stormwater Compliance
Inspection Report". The report summarizes the findings of a recent inspection of the
project's stormwater controls conducted on January 8, 2004 to determine compliance
with Stormwater Permit Number SW8 021021 issued on May 16, 2003.
A summary of the findings and comments are noted under Section 4 of the report.
Please inform this Office in writing before February 9, 2004 of the specific actions that
will be undertaken and the time frame required to correct the deficiencies. Failure to
provide the requested information, when required, may initiate enforcement action. If
you have any questions please contact me at the Wilmington Regional Office, telephone
number [phone].
Sincerely,
Gary Beecher
Environmental Technician
RSS/ghb: S:IWQSISTORMWATIINSPECT1021021.Jan04
CC'. consultant
Wilmington Regional Office
Gary Beecher
N. C. Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
[phone]
[phone] Fax
Customer Service
1 800 623-7748
VXV
NCD '

STORMWATER COMPLIANCE INSPECTION REPORT
Project Name
Dollar General Store
Project Number: 021021 Control Measure: Wet Detention Pond
Water Body: Everett Creek/ White Oak Classification: "SA HQW"
Directions to site: Sneads Ferry
2. Inspection Date: January 8, 2004
Weather Conditions: Cold and Dry
3. Compliance Issues:
Y N
❑ ❑ The drainage area (including offsite) and built -upon area to the permitted
system are per the approved plan. No unpermitted offsite drainage enters
the system.
❑ ❑ All the built -upon area associated with the project is graded such that the
runoff drains to the system.
❑ ❑ For ponds/infiltration, the outlet/bypass structure relative elevations are
per the approved plan. (Must be verified via as -built survey if in question).
❑ ❑ The inlets and outlet structure are located per the approved plans and do
not cause short-circuiting.
❑ ❑ A trash rack is provided over the outlet weir and orifice.
❑ ❑ All slopes are grassed with permanent vegetation and are not eroding.
❑ ❑ Vegetated slopes are no steeper than 3:1.
❑ ❑ The approximate amount of permitted surface area has been provided.
(Must be verified via as -built survey or designer's certification.)
❑ ❑ Required drawdown devices are correctly sized per the approved plans.
All required design depths are provided.
❑ ❑ All required parks of the system are provided, such as a vegetated shelf,
and a forebay.
❑ ❑ The designer's certification has been submitted.
❑ ❑ The required deed restrictions are correctly recorded and submitted.
❑ ❑ The number of lots or outparcels is per the permitted amount.
❑ ❑ The built -upon area on the lots or outparcels does not appear to exceed
the maximum amount (must be verified via as -built survey if in question)
❑ ❑ Curb outlet swales are constructed, located properly, are 100' long and
have dense vegetated cover.
❑ ❑ The road, cul-de-sac, parking lot and sidewalk widths are per the
approved plan.
❑ ® Required maintenance is being performed.
❑ ❑ Outparcels have their own offsite permit.
❑ ❑ For low density projects, roadside swales are 3:1, vegetated and stable.
❑ ❑ For low density projects, there are no unpermitted pipes on the project.

4. Required Actions: (Explain each deficiency and what needs to be done to bring
the system back into compliance)
(a) The pond looks good and seems to be functioning properly. The only problem
I noticed was the abundance of trash that was scattered throughout the pond.
This is not only an eyesore it can also interfere with the function of the pond.
Trash can clog up the outlet orifice if it is not removed. Please include trash
pickup among the routine tasks that must be performed on the detention pond.
Inspector: Gary Beecher
Water Quality/Wilmington Regional Officel(910) 395-3900 Ext 222
RSSlghb: S:IWQSISTORMWATIINSPECT1021021.Jan04

State Stormwater Management Systems
Permit No. SW 8 021021
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Frederick R. Fischer Family Limited Partnership
Dollar General Store
Onslow County
FOR THE
construction, operation and maintenance of wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the
approved stormwater management plans and specifications and other supporting data as attached
and on file with and approved by the Division of Water Quality and considered a part of this
permit.
This permit shall be effective from the date of issuance until May 16, 2013, and shall be subject
to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 23,981 square feet of impervious area. This pond
must be operated with a vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project
must be directed into the permitted stormwater control system. A permit modification
must be submitted and approved prior to the construction of additional built -upon area
from outside of the approved drainage area.
KA

State Stormwater Management Systems
Permit No. SW8 021021
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Dollar General Store
Permit Number:
SW8 021021
Location:
Onslow County
Applicant:
Mr. Frederick R. Fischer
Mailing Address:
Frederick R. Fischer Family Limited Partnership
8317 Prince George Road
Charlotte, NC 28210
Application Date:
May 12, 2003
Receiving Stream/River Basin:
Everett Creek 1 White Oak
Stream Index Number:
WOK02-19-32
Classification of Water Body:
"SA HQW"
Drainage Area, acres:
1.08
Onsite, sq. ft.:
47,045
Offsite, sq. ft.:
0
Total Impervious Surfaces, sq. ft.:
23,981
Pond Depth, feet:
3 feet
TSS removal efficiency:
90% (no filter is required)
Permanent Pool Elevation, FMSL:
96.0
Permitted Surface Area, sq. fl.:
3360 @ Permanent Pool
Permitted Storage Volume, cubic ft.:
6568
Temporary Storage Elevation, FMSL:
96.7
Controlling Orifice:
0.75 in. (drawdown in 2-5 days)
Permitted Forebay Volume, cubic ft.:
1230
3

State Stormwater Management Systems
Permit No. SWS 021021
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in it's entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
C. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications
must be noted on the Certification. A modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
9. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage
area.
e. Further subdivision, acquisition, or sale of all or part of the project area. The
project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought.
f. Filling in, altering,.or piping of any vegetative conveyance shown on the
approved plan.
4

State Stormwater Management Systems
Permit No. SW8 021021
10. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
12. At least 30 days prior to the sale or lease of any portion of the property, the permittee
shall notify DWQ and provide the name, mailing address and phone number of the
purchaser or leasee. An access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by
the sale or lease of any portion of the property.
13. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system.
14. The Director may notify the permittee when the permitted site does not meet one or more
of the minimum requirements of the permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying the site to
meet minimum requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
15. The permittee must maintain the current permitted drainage area. No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stormwater
facilities without first applying for and receiving a permit modification.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. In the
event of a change of owership, or a name change, the permittee must submit a formal
permit transfer request to the Division of Water Quality, accompanied by a completed
name/ownership change form, documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be
considered on its merits and may or may not be approved. The permittee is responsible
for compliance with all permit conditions until such time as the Division approves the
transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
4. in the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement
stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted stormwater
management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and reissuance or termination does not
stay any permit condition.
5

State Stormwater Management Systems
Permit No. SWS 021021
Unless specified elsewhere, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
Permit issued this the 16th day of May, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
CL� `c_,U Q, A I & 4
Alan W. Klimek, P,E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

State Stormwater Management Systems
Permit No, SW8 021021
Dollar General Store
Stormwater Permit No. SW8 021021
Onslow County
Designer's Certification
I,
as a duly registered
in the State of North Carolina, having been authorized to observe (periodicalty/weekly/full time)
the construction of the project,
(Project)
for
(Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date

State Stormwater Management Systems
Permit No. SWS 021021
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3. AlI the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
.7. All slopes are grassed with permanent vegetation.
$. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are
provided.
CC' NCDENR-DWQ Regional Office
Onslow County Building Inspections

.p
.Jul- �� 1 �(JC:)
Ei�aghnmE
8810 Emerald Drive, Emerald Isi©, NC 28594 - [phone] Fax [phone]
Wilmington Regional Office
North Carolina Department of Environmental Health
Attn: Ms. Laurie Munn
127 Cardinal Drive Extension
Wilmington, North Carolina 28405--3845
Phone [phone] .
29 July 2003
REFERENCE: Having problems getting contractor to perform work
(SW8 021021) DOLLAR GENERAL STORE, SNEADS FERRY
Dear Ms. Munn:
We are having problems getting bids on the construction of
the storm water system. We have sent out INVITATION TO BID to
over twelve (12) GENERAL CONTRACTIONS. Each contractor states
that he or she is too busy to do such a small job. The only bid
we have received is triple the price of what the project should
cost.
We are not giving up. We are going to have another
conference with smaller companies. Maybe they will have time to
give us a prase that we can live with.
If you have any questions or if I can be of additional help
to you, please call me at 252--354-7761.
S ncerely,
L
JOSEPH F. DUNNEH00 PE/PLS

/� �ii�r�nanm, ce�rr�lray
My, 12
,wr.�a.. soxxen..g.r�aa►
RMEhnnhE & sure
YME
8810 Emerald Drive, Emerald Isle, NC 28594 - [phone] Fax [phone]
Linda Lewis/Laurie Munn
Wilmington Regional Office
North Carolina Department. of Environmental Health
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Phone [phone]
9 MAY 2003
REFERENCE: REQUEST FOR ADDITIONAL INFORMATION RESPONSE
(SW8 021021) DOLLAR GENERAL
Dear Ms. Munn:
ENCLOSED IS THE INFORMATION YOU REQUESTED
I changed the topo lines on SHEETS 1 and 2 of 3 SHEETS so that
they now have identical topo lines. I then added the proposed
topo lines (contour lines 98 and 99) to reflect a new grading
pattern that will keep all water on site and channel it to the
pond. I have also changed the 93 to 3 on sheet 3 of 4 in the
stormwater form.
If you have any questions or if I can be of additional help
to you, please call me at 252-354-7761.
S'ncerely,
JOSEPH F. DUNNEHOO PE/PLS

* * * COMMUNICATION RESULT REPORT ( MAY. 5.2003 10:18AM
P. 1
FILE DIODE
---------------
164 MEMORY TX
OPTION
------------------------------------
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
-- B-2523542677
5�,,-'TTi DENR WIRO
RESULT PAGE
-------- ------------
OK P. 3/3
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
FAX COVER SHEET
Date:
May 5, 2003
No. of Pages: 3.
To:
Joe Dunnehoo
From: Laurie Munn
Company:
Oceanside Engineering
Water Quality Section - Stormwater
FAX #:
[phone]
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 021021
Project Name: Dollar General
MESSAGE:
Mr, Dunnehoo,
The contours on Sheet S1 of 3 are different than the contours on Sheet S2 of 3. The
contours on Sheet S 1 shover some built -upon areas in the rear of the building not entering
the pond, You must, have the saine set of contours throughout the set of plans, I have
attached a copy of the area of concern, Please show the correct set of contours and make
sure that all built -upon areas enter the pond.
Also, the Maintenance Agreement must show the depth at which the pond is cleaned out.
Please see attachment.

FAX COVER SHEET
Date:
May 5, 2003
No. of Pages: 3
To:
Joe Dunnehoo
From: Laurie Munn
Company:
Oceanside Engineering
Water Quality Section - Stormwater
FAX #:
[phone]
FAX # [phone]
Phone [phone]
DWQ Stormwater Project Number: SW8 021021
Project Name: Dollar General
MESSAGE:
Mr. Dunnehoo,
The contours on Sheet Sl of 3 are different than the contours on Sheet S2 of 3. The
contours on Sheet Sl show some built -upon areas in the rear of the building not entering
the pond. You must have the same set of contours throughout the set of plans. I have
attached a copy of the area of concern. Please show the correct set of contours and make
sure that all built -upon areas enter the pond.
Also, the Maintenance Agreement must show the depth at which the pond is cleaned out.
Please see attachment.
Please feel free to call me if you have any questions.
Thanks;
Laurie Munn

iSaintenance actavides shall be performed as follows:
=.fter every significant runoff producing rainfall event and at least monthly:
a. inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition. _
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetadve
cover to maintain a maximum height of six inches; and remove trash as needed.
Inspect and repair the collection system (Le. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water qualiIN
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
q� 3
when the permanent pool depth reads / 3 feet in the main pond, the sediment shall be removed.
3'
When the permanent pool depth reads �_ feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
9 4 U Permanent Pool Elevation17
�, a
Sew mcot Re oval El.
_ ? � __7 Sediment Rtmoval Elevation 93 0
Bottom Ele anon _ - T .------�----------------------------------------------
Bottom Elevation
FOREBAY MAIN POND
Remove cauails and other indigenous wetland -plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
c If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical,
z
Z---
SW U— 1021 Rev 3.44 Page 3 of 4

NOTE: On three phase motors always check unit
for proper rotation. With pump on its side apply
power by turning on, then off, quickly. Impeller
must turn counterclockwise when looking into the
impeller inlet. if not, interchange any two leads in
the control box.
SHAFT SEAL REPLACEMENT
(1) Remove plugs in motor housing and in seal
housing (for double seal units) and drain oil.
(2) Remove four bolts holding the volute case and
bump with a plastic hammer to loosen and
remove case.
(3) Hold impeller and unscrew impeller locking
screw. Turn counterclockwise to loosen.
(4) Pry off seal bellows and ceramic seat. Break
seats if necessary to get out since they must be
replaced with new parts.
(5) NEVER USE OLD SEAL PARTS. USE ONLY
COMPLETELY NEW SEALS. (Do not use seal
spring retainer plate on single seal pump or
lower seal of double seal pump.)
(6) For single seal pumps or if only replacing the
lower seal of a double seal pump it is not
necessary to disassemble further and on a
double seal pump it is not necessary to drain
oil out of the motor housing, just the seal
housing,
(7) On a double seal pump to remove the upper
seal, remove four bolts holding the bottom
plate and remove bottom plate.
(8) Remove snap ring with snap ring pliers. Pry off
upper seal bellows and ceramic seat.
(9) If no water has entered motor housing (check
winding with ohmmeter or megger) wipe seal
chambers thoroughly and replace seals. (Use
seal retainer plate on upper seal only, do not
use on lower seal.) Clean seal faces and use
light oil on face before installing bellows part
of seal. -
(10) Check HUVA cup seal in volute case inlet. If
worn, replace.
(11) Be sure tetraseal seal is in position (replace if
worn) and reassemble.
(12) Replace oil in motor housing and seal
chamber. Use only Myers submersible oil.
(13) Be sure pump turns freely before connecting to
power. After connecting, check for proper
rotation noted under 'Stator Replacement'
WIRING DIAGRAM
CK
TE
ACKACK
J,.F.1
ITE
ACKITERACK
JIM
YELLOW
MOWN
575V,- 3 PHASE
115v- zoev On 230Y,
UAN
o A �C OR
I PwSE. P.S.C.
TYP. FOR I A 3 0
(00LOLE SEAL ONLY1
BLACK
BLACK
GREEN -1
ppEEN
WHITE
REO
Pro
209/230v.- 3 PHASE
4WV.- 3 PHASE
3 PHASE DUAL VOLTAGE WINDING
VOLTAGE
LEADS
BLACK
WHITE
RED
TOGETHER
2088230
1 87
288
389
48586
460
1
2
3
487,588,689
23833A246 14

O`\OF W A rFRQMichael F. Easley, Governor
, G y William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
0 < Alan W. Klimek, P.E. Director
Division of Water Quality
April 8, 2003
Mr. Frederick R. Fischer, General Partner
Frederick R. Fischer Family Limited Partnership
8317 Prince George Road
Charlotte, NC 28210
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 021021
Dollar General
Onslow County
Dear Mr. Fischer:
The Wilmington Regional Office received a Stormwater Management Permit Application
for Dollar General on January 28, 2003. A preliminary review of that information has determined
that the application is not complete. The following information is needed to continue the
stormwater review:
✓ 1. Please either delineate all wetlands on site, disturbed or undisturbed, or note on the
plans that none exist.
2. Please specify pond side slope vegetation and the wetland species to be planted on the
6:1 shelf.
3. Please provide a 3:1 L:W flow path ratio in the pond by adding a baffle (timber or
earthen) in the pond to create additional flowpath length.
4. Please dimension the parking lot and sidewalk.
57FYI = When calculating the forebay volume, you should take 20% of the volume at the
permanent pool level for the entire pond, including the forebay. Your calculations only
use the volume of the main pool Also, the chart labeled Total Basin Size in your
calculations appears to be the Main Basin Size.
6. Please revise the maintenance agreement to show the actual depth of the sediment that
no should be cleaned out, not the elevation at which this maintenance should occur. The
minimum depth allowed for the pond is 3 feet. Therefore, your maintenance plan must
show removal of 3 feet.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service G?
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] iUCDEir:�

Mr. Fischer
April 3, 2003
Stonnwater Project No. SW8 021021
7. FYI — The plans show the pipe running under the entrance to be a 15" � plastic culvert
on sheet 1 and an 18" � coated steel culvert on sheet 2. Are you planning to replace the
15" � plastic culvert with the 18" � coated steel culvert?
8. Please provide information on how you calculated the TDH for the pump system.
9. It appears that portions in the rear of the property are not draining to the pond. All
D built -upon areas must enter the pond. Please show how these areas drain to the pond.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to May 8, 2003, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to
enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original documents
must be returned or new originals must be provided. Copies are not acceptable. If you have any
questions concerning this matter please feel free to call me at [phone].
Sincerely,
- - Laurie Munn .
Environmental Engineer
RSS/:Ism S:IWQSISTORMWATIADDINFO120031021021.apr03.doc
cc: Laurie Munn
Mr. Joseph F. Dunnehoo, P,E:

sail -site assessment Dollar General store
Subject: soil -site assessment Dollar General store
Date: Mon, 25 Nov 2002 17:55:04 -0500
From: Wayne Ragland <[e-mail]>
To: Joseph Dunnehoo PE PLS <engineerl @gbinetwork.com>
Hey Joe
To expedite delivery, I hope the following e-mail memo & attached maps in
PDF format provides the information you need for the storm water management
and sediment control plans for the Dollar General Store in Sneads Ferry. The
site naturally drains toward Everett Creek which is classified SA but even a
very conservative estimate of the distance to any water body with a remote
chance of 5 ppt salinity is greater than 1/2 mile. Based on this finding, I
assume that an infiltration basin is not required & that a wet basin is
allowed.
Ail of the surface soils are fine sands with a relatively high erosion
potential but the site is relatively flat with no sedimentation beyond what
was actually disturbed. These topsoil conditions also have a relatively high
saturated Ksat of 2" to 6" per hour unless severely compacted. Nearly none
of this site qualifies for an infiltration basin since soil wetness
morphology is less than 24".
The subsoils are dominated by type of fine sand texture spodic horizon that
develops at or substantially below the seasonal high water table which may
be only roughly parallel to the land surface. This subsoil has Ksat values
that range from impervious to nearly 6" per hour but typically can be graded
and compacted so that they are substantially impervious due to the organic &
silt content between sand grains. The seasonal high water table can be
difficult to precisely assess from soil morphology since it is most often in
the overlaying gray sand with poorly defined diagnostic features. Depths to
saturation on this type of soil condition can fluctuate wildly from 12" to
60"+ based on the season & recent weather history.
Nearly the entire tract has been disturbed which makes evaluating those
profiles nearly impossible and limited accurate assessments to the property
corners where disturbances are less pervasive. The soil wetness morphology
at the left front corner of the parcel (as seen from the road) is about 22"
deep or at or near elevation 98.0 but the land surface in this area has been
disturbed and the topsoil was not natural. The depth to soil wetness
morphology at the right front corner was 16" or at or about elevation 98.71.
The soil wetness morphology at the rear property corners are about 10-12"
deep or at or near elevation 96.0. As would be expected, the soil morphology
also implies that the frequency and duration of soil saturation at the front
of the tract is much less than that in the rear of the tract. A reasonable
expectation for prolonged saturation at 12" to 15" of depth at the rear
property line of this parcel and free standing water can be expected to be
no more than 4" below that elevation under typical seasonally wet weather.
When I discussed the site and situation with Cooper James of D G Holdings
LLC, I discovered that they also own the parcel immediately behind this
tract and was in hopes that would offer you a much better outfall than the
roadside swale along Hwy 172. While the parcel to the rear contains very
little area that qualifies as wetlands, it is a featureless wet pine flat
with no obvious outfall for the overflow. It does have an existing dirt road
along the right property line (see attached tax office map in PDF format) &
does appear to have a 1-2" net positive slope to the right rear corner of
the parcel but this was determined by a hand level which can be misleading.
A small valley drain is evident approximately 100' behind the right rear
corner. Even if this parcel is difficult to use, if that use does not
complicate any issues at the Dollar General site, I recommend that this
tract be used for both draw down flows as well as emergency overflows since
at least this tract is not higher than the pond location & a drainage swale
1 oi'2 11/26/2002 7:28 AM

soil -site assessment Dollar General store
could route the stormwater pond overflow along the perimeter of the tract
with minimal impacts on future land use. The driveway culvert along Hwy 172
is certainly not a 24" CPP (probably closer to 12"±) & is located in a very
poorly defined swale which may be impossible or very difficult (pump
system?) to get the water from the pond to the Hwy 172 R/W.
Please advise if there is any questions. Originals to follow by mail.
Wayne Ragland
Name: plan & maps mcd.pdf
E_ plan &_maps mcd.pdf Type: Acrobat (application/pdo
Encoding: base64
Name: tax office ap.pdf
M'. tax office ap.pdf Type: Acrobat (application/pdf)
Encoding: base64
2 or2 1 ]/26/2002 7:28 AM

LEGENC
PIS
:,";ii�ri li"� 4:-:'c•�'u°,'ia ��Aio�:�w.n �Y:u..,���a..
TRACT 3
R MB 40 PG 14
11/25/02 inspection
99.5
abbreviated soil notes
P F PL : 5, Bh 22", shwt 1611±
L F PL: 5, Bh 28", shwt 20-22"
10-12" CPP drive culvert
6" top of culvert to top pave
L R PL : 5, Eg 12", Bh 31", shwt 1211±
R R PL : top better but Eg 10"
saturated, Bh > 24", shwt 10"±
LOT 1
MB 38 PG 132
S 84'56'q
96.7 0" 97.00 FIS
96.91 FIS
24.69• 5 84.59.32, E
TRACT 4 30.02' 96.92
MB PG 14�
1 08 ACR S
96.81
I8.27 q�` 96. R
,l
97.24
1
i 4
0
--. 97.99
96.2E
99.213
SEWER
LIFT
A!C 99.30 99.7a
9 a. I�,2.06
4 z
STORY
METAL WITH
m 99.36 BRICK FRONT
D6,13 £ "DOLLAR
GENERAL
STORE"
99.53
98.70 10001
12l 9VA8 99.55--
building left side gutters empty into 9 9918
99,47
pipe from 18" by 30" grate inlet to pond, 99
.15 ASPHALT
grate inlet can develope only 1-2" head
before overflowing into Swale to pond W1 99,73
Inn na
97.43
99.7 97.98
k�a
OD.
,:,W--R:Gfrr OF WA
MP.-61RP Rn o!
.aA ,l
Slr .FIEF IR"ItY PIP
res-raurio IkcrA srak
cu--r.,n�+fxrrt:o Para
rOK-:ET PK tf.AII
eu--nEEo 9a_I
FIP..r9l1ND I" PIP
PP,-PO'WEk POL
FPK-COUND PK NAI
SPK--SEl' PK NAll
plastic pipe outlet
50%± submerged
TRACT 5
MB 40 PG 14,
2 plastic pipes almost
completely submerged,
appear to be outlets but
water not going anywhere
building right side gutters
empty onto pavement
99.46
FP
AMVIR7
0.14
99,9 .17
100.02100.0'7loa.o9 SQR,%Z'35" W
00.02 R/W
FIS 9J,81 119. FISIOO.DO
road89gem?side Swale shallow a99. 99.81 99.46
99.70 99.1 y.
& poorly defined .12 79-' 9a.2z
99184D9.9C{- 99,29
99.81 - 951,9.
rca.ol
NC 172 24' PLASTIC 12"± plastic culvert?,
100' FUW CULVERT
<_ 6" cover to top pavement
51.RLL,lH SW Soil Evaluation
D.G. HOLDINGS, INC
:;ILL-'P SC'UND1'gWW%eP /yrj.QW ""Aw ll. Mc
'!CALL; Map Attachment
uP I,"n(::lg cnrna_e gc'.LAP.c�r:uu� Dm-c -1¢xc
GAIRY CANADY LAND SURVEYING
7�ti�l klH`:ifiH HlfiHlt AY IUf,'VlI.AHrki IA'2C5/• Cr
Foltl 600

Parcel Data
Find Adioinine Parcels
• Tax Parcel 1D: 765-60.19
Abstract Tax Value: $60,000.00
• NC PIN Number. 427901258178
Current Tax Value: $60,000.00
• Tax Record Number: 61973
Land Value: $60,000.00
• Owner's Name: D G HOLDINGS LLC
Structure Value:
Other Buildings Value:
• Property Record Card
aImprovement Code: CHouse
Plat Book and Page Number: 40-146
Square Feet:
Deed Book and Page:1882 225
• Property Address: 2027 HWY 172
Date Deed Recorded: 08132002
Township Code: 114
Deed Stamp Amount: 75000
. City Code: 0
Tax Acreage Charged: 1.09
Neighborhood Code: 550
CALE 1 : 3893 Reference Map

2 km W of Sneads Ferry, North Carolina, United States
77W 27' 02"
77W 26' 00"
77W 24' 57"
-77.4 5069
-77.43326
-77,41583
275, 2 00.0
276,800.0
278,400.0
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199 6:5 1.38 AM via job DOO-103
2 kni W of Sneads Ferry, North Carolina, United States
77W 27' 02"
77W 26' 00"
77W 24' 57"
-77.45069
-77.43326
-77.41553
275,200.0
276,800.0
278,400.0

0
PwME SureYME
8810 Emerald Drive, Emerald Isle, NC 28594 • [phone]
% Linda Lewis
Wilmington Regional Office
North Carolina Department of Environmental Health
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Phone [phone]
24 MARCH 2O03
Fax [phone] - - --
REFERENCE: CHANGE OF OWNERSHIP BEFORE REVIEW OF APPLICATION
(SW8 021021) DOLLAR GENERAL STORE, SNEADS FERRY
Dear Ms. Lewis:
I AM SENDING YOU NEW APPLICATION FORMS FOR THE ABOVE
REFERENCED PROJECT:
ITEM 1. STORMWATER MANAGEMENT PERMIT APPLICATION
ITEM 2. WET DETENTION BASIN SUPPLEMENT
Each form has an original signature and the Wet Detention
Basin Supplement has been Notarized. There are two copies each
of these forms.
If you have any questions or if I can be of additional help
to you, please call me at 252-354-7761.
Sincerely,
DOSE H F. DUNNEH00 PE/PLS

Feb 25 03 03:37p Fred Fischer 704-643-2274 p,2
MAR 2 5 2003
Preparcd by: Mail LO-. wP-9940 PHE/RAD
PaUl N1. Dennis,.lr, {w1111oL11611C CXaIlllnallorl} Fredcrick R. Fischer
8317 Prince Goorye Road
TUGGLE DUGGINS & tiII SCHAN, P.A. charlotte, NC 28210
Greensboro, North Carolina
Fxclse i av S900.00
NORTH CAROLINA �
} SPECIAL WARRAN']-)' DF:FD
ONSI.0"1' COUNTY
This Dccd rllade as of the jk day of February, 2003. by and between D.G. I-IOI.,DINGS.
LLC. a North Carolina linlitcd liability company, hereinafter refen•ed to as "Gralltor". alld
l'REDE ICK R. FISCHER FAMILY LIMITED PARTNERSHIP, a Mussaclhw'ictts limited
partnership, whose address is 8317 Prince George Road, Charlotte, NC 28210 hereinafter rc�crred
to as "Grantcc". l llc desrgnhatlon Grantor and Granice, as used hucin, shall Include said pames.
their heirs, successors and assigns, and shall include the singular, Mural, maSculinc. Icnlnlrnc nr
neuter, -,IS rcyuircd by context,
wi'rNI:SSE 1-1
That the Grantor, in consideration of One Dollur ($1,00) and other valuable consideration
paid by the Grantcc, file reecipt of mditch is hereby acknowicdged. has and by these presents clots
grant, bargain, sell, lransfer and convey unto Grantcc in fcc simple: all of Grantor's ri,,ht. title and
interest in and to those ccrlain lots or parcels of land situated in Stump Solln(i IVVVIlShip. 011510%+
County, Noilh Carolina more pal-ticularly described as follows:
tieing all of"Tract 4. containing 1.09 acres, as shown on that plat entitled, "Section 2,
Wildroots Division", prepared by Gairy Canady Land Sul•veying, oil Scl)tCnlhCr 10. 1991) and
recorded in Map Boot: 40, Page 146, Onslow County Registry.
The property hcrcinabove described kVas acyuircd by Grantor by instrumcnl cccorcicd in
Book 1882, Pa��c 225, OnSlow County Registry.

1 5A NCAC 28.0312 WHITE OAK RIVER BASIN
http://h2o.ehnr.state.nc.us/strmelass/hydro/wiiiteoak.html
Southwest Creek
From source to Mill Run
C NSW
Catherine Lake Creek
From Catherine Lake to Southeast Creek
C NSW
Catherine Lake
Entire Lake
B NSW
Deep Run
From source to Southwest Creek
C NSW
Harris Creek
From source to Southwest Creek
C NSW
Haws Run
From source to Southwest Creek
C NSW
Tank Creek
From source to Southwest Creek
C NSW
Hicks Run (Hickory Run)
From source to Southwest Creek _
C NSW
Southwest Creek
From Mill Run to New River
C HQW NSW
Mill Run
From source to Southwest Creek
SC NSW
Morgan Bay
Entire Bay
SC NSW
Lewis Creek
From source to New River
SC HQW NSW
Wallace Creek
From source to New River
SB NSW
Bearhead Creek
From source to Wallace Creek
SB NSW
Beaverdam Creek
From source to Wallace Creek
SB NSW
Town Creek
From source to New River
SC HQW NSW
Farnell Bay
Entire Bay
SC NSW
Cogdels Creek (Coglin
From source to New River
SC NSW
Creek)
Frenchs Creek
From source to New River
SC NSW
Jumping Run
From source to Frenchs Creek
SC NSW
Cowhead Creek
From source to Frenchs Creek
SC NSW
Duck Creek
From source to New River
SC NSW
Whitehurst Creek
From source to New River
SC HQW NSW
NEW RIVER
From a line extending across New River
SA
from Grey Point to a point of land
approximately 2200 yards downstream
from mouth of Duck Creek to Atlantic
Ocean; including all unnamed bays,
creeks, and other waters except
restricted areas # 1 and # 2 described
below.
Goose Creek
From source to New River
SC HQW
Two Pole Branch
From source to New River
SC HQW
Stones Bay
Entire Bay
SA
Mill Creek
From source to Stones Bay
SA
Muddy Creek
From source to Stones Bay
SA
Stones Creek
From source to Stones Bay
SA
Millstone Creek
From source to Stones Creek
SA
New River Restricted
All waters within 1,000 yards of
SC
Area # 1
earthen dock at the United States
Marine Corps Rifle Range
Everett Creek
From source to New River.
SA '
Ellis Cove
Entire Cove
SA
Sneads Creek
From source to Ellis Cove Bay
SA
Fannie Creek
From source to New River
SA
Wheeler Creek
From source to New River
SA
Courthouse Bay
Entire Bay
SA
New River Restricted
All waters within a line beginning at
Sc
Area # 2
the Government Dock in from of U.S.
Coast Guard Detachment Barracks at
Marines and running a southwest
course 1,000 yards to Channel Marker
#13, thence a southeasterly course
1,000 yards to Flash Beacon # 11,
thence a northeasterly course 500
yards to al point on the mainland at
Wilkins' Bluff, thence following
the shoreline to the Government Dock
Unnamed Tributary to
From source to New River Restricted
SC HQW
New River (Rufus Creek)
Area # 2
Traps Bay
Entire Bay
SA
2 of 10
7/25/00 3:32 PM

-- Ctl��(��C
��:r����ir��ccr•iu��� �I ' tiir•nagAnfarolm
8810 Emerald Drive, Emerald Isle, NC 28594 • [phone] Fax [phone]
DOLLAR GENERAL STORE
REFERENCE: STORM WATER PUMP CALCULATIONS
LENGTH OF 2" PVC SCHEDULE 40 PIPE = 415 FEET
I .......... 2 INCH 90 DEGREE BEND
2......... 2 INCH 45 DEGREE BENDS
ELEVATION AT PUMP DISCHARGE = 91
ELEVATION AT OUTLET OF PIPE — 98.08 7 ':� -Z , 0
TOTAL HEAD IN FEET APPROXIMATELY 14 FEET
DISCHARGE RATE OF 60 GALLONS PER MINUTE
TYPE PUMP NEEDED MYERS ME40 OR APPROVED EQUIVALENT
DISCHARGE RATE FROM ORIFICE a 0.009176 CFS =
4.12 GALLONS PER MINUTE
247 GALLONS PER HOUR
5930 GALLONS PER DAY
CYCLES PER DAY = 10
5960/10 = 596 GALLONS PER CYCLE
596 GALLONS PER CYCLE/60 GPM DISCHARGE= 10 MIN PER CYCLE
THEREFORE ME40 WOULD
DO TH JOB
=p.�oSlay'�yy
a SEAL
'• 13301 0
Q�,p*good*.**
N�

HE MYERS ME40 SERIES EFFLUENT PUMPS ARE
ONE OF THE MOST EFFICIENT 4/10 HP EFFLUENT
PUMPS ON THE MARKET TODAY. The enclosed two
vane impeller provides the flow and head required
for today's dosing systems and the many tough
drainage applications, The ME40 is constructed of
only the highest quality corrosion resistant materials
— like cast iron, stainless steel and thermoplastics —
for many years of service in the harsh effluent
environment. The ME40 is available in automatic
models with built-in mechanical float switch or
manual models for use with external controls for
precise dosing. For more information, call your
Myers distributor today or the Myers Ashland, Ohio
sales office at 419/289-1144,
ADVANTAGES BY DESIGN
TWO VANE IMPELLER DESIGN PROVIDES
MAXIMUM DOSING EFFICIENCY
■ Enclosed design for high efficiency pumping,
■ Eliminates possibility of jamming between impeller
and volute,
• Passes a full 3/ inch solid.
■ Original performance can be restored if wear
occurs by replacing volute seal ring.
ME40 SERIES
4/10 HP Effluent
and Drain Water Pumps
DURABLE MOTOR WILL DELIVER MANY YEARS
OF RELIABLE SERVICE
■ Oil -filled motor for maximum heat dissipation
and continuous bearing lubrication.
N Overload protected, shaded pole motor
eliminates starting switches and relays which
are prone to fail.
THE M£40 IS DESIGNED FOR MANY YEARS OF
MAINTENANCE FREE OPERATION
■ Positive sealing, quick connect float and
switch cords make replacement simple if
service is ever necessary.
■ Field tested, wide angle, mercury -free
mechanical float switch provides maximum
draw down. (Automatic models only.)
PRODUCT CAPABILITIES
Capacities To
60 GPM
227LPM
Heads To
32 ft.
9.75 m
Max. Spherical Solids
3A in.
19 mm
Liquids Handling
domestic effluent & drain water
Intermittent Liquid Temp.
up to l40' F 1 up to 60- C
Motor Electrical Data
4/10 hp. 1600 rpm
shaded pole. oildilled
1 15 volts, 11.5 amps. 1 ph. 60 Hz
230 volts. 5.8 amps, l ph, 60 Hz
Third Party Approvals
Pending
Acceptable pH Range
6.9
Specific Gravity
.9-1.1
Viscosity
28-35 SSU
Discharge. NPT
I!i in.
38.1 mm
Min. Sump Dia. Simplex
Duplex
24 in.
36 in.
61 cm
91.4 cm
Construction Materials
Motor Housing
cast iron. Class 30, ASTM A48-76
Impeller
enclosed, 10%glass-filled
polycarbonate
Impeller Wear Ring
304 SST
Volute
ABS
Volute Sealing Ring
Suna-N
Power Cord
10 or 20 It. 16/3 SJOW/SJOWA
Mechanical Shall Seals
carbon & ceramic
Fasteners
300 Series SST
WHERE INNOVATION MEETS TRADITION
Mwrs

POWER & FLOAT CORDS
Quick -conned. watertight
fittings are interchange -
PLUG
Replaces switch assembly
for manual Operation,
sp al
7T RM WAS>� SLEEVE ICI
sauces. I rz
BEARINGS ICI discharge.
Enhrstoe smooth operation
and extend pump life.
K3319 6/91
Prinle0 in U.S.A.
ME40 SERIES
4/ 10 HP Effluent
and Drain Water Pumps
DIMENSIONS
I K' rips
6
(381mm)
DtsCnaroe
.1_,......_._�r...�
i J 566
.
--- (i44mm)—"—:
Il68
C2065mm)
PERFORMANCE CURVE
CAPACITY LITERS PER KINUTE
0 50 100 ISO 2CO 250 400 350
40
FFF 35
W 30
.� 25
J 20
F IS
0
IO
5
0
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•1.
t�,�
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1.
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K+
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f,
yxar 3f
m
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12
2
C
0 IC 20 30 40 SO 60 70 80 90 1O0
CAPACITY GALLONS PER HINIJ7E
M"MF.E. Myers, A Pentair Company
1101 Myers Parkway
Ashland, Ohio 44805.1923
419/289-1144
FAX: [phone], TLX 98.7443

r

TYPICAL SECTION DRAWING FOR ME40 SERIES
23833A245

PARTS LIST
No.
Description
No.
Req'd
Part
Numbers
1
Plug, nut (manual only)
1
24448A000
2
Washer (manual only)
1
05030A213
3
Plug, connector (manual on!
1
24449A000
4
Control, level (automatic on[)
1
2579BA500
5
Screw, 410 x 112" (automatic only)
1 i
09822AO06
6
Tie, cable automatic only)
1
1719OA008
7
Cord, electric
t
Sea Chart
8
Cap, motor (not stamped)
1
1 24431C000
—
Plug, Va" pipe not shown)
1
05022AD68
9
Screw, machine, 114 x lie
6
18475A003
10
0-Ring, 5112 x 51h x 1/8
1
05876A146
11
Wire, jumper
1
09859A800
12
Oil, transformer (1 al.)
1.2 gal.
11009AD08
12A
Tube, plastic(group motor leads
1
10649A122
t
No.
Description
No
Req'd
a
Numbers
13
Housing, with rotor & stator
1
See Chart
Stator only
- 1
See Chart
Rotor & shaft
1
25309ADW
Washer, the' Thk. TFE
1
05030A244
Washer, 'he" Thk. SST
1
0503OA243
Plate, bearing
1
246616000
Housing only
1
25308C000
14
Screw, machine, flat head
4
07597AO30
15
Screw, machine, 410 x 5/a
11
18475AO06
16
Seal, shaft
1
21607A000
17
Impeller
1
25301 B000
18
Case, volute, upper half
1
25306D000
19
Case, volute, lower half
1
25307D000
20
Cup, U. HUVA
1
22835AO07
22
Gasket, Vellumoid
1
25328C000
23
1 Gasket, Vellumoid
1
05231AO83
CHART
Pump
Catalog
Numbers
Pump
Engineer,
Numbers
Pump
Type
O
Cord,
Electric
Cord
Length
13
Housing
w/Rotor
8 Stator
Stator
Only
ME40A-11
253000000
Automatic
21628BO41
10,
25308CO10
21599BO22
ME40M-11
25300DO01
Manual
21628BO41
10,
25308CO10
21599BO22
ME40A-21
25300DO02
Automatic
21628BO42
10,
25308C011
215998023
ME40M-21
25300DO03
Manuai
21628BO42
10,
25308C011
21599BO23
ME40AC-11
25300DO10
Automatic
21628BO18
20'
25308CO10
21599BO22
ME40MC-11
25300D011
Manual
21628BG18
20'
25308CO10
21599BO22
ME40AC-21
25300DO12
Automatic
216286019
20'
25308COl1
21599BO23
ME40MC-21
25300DO13
Manual
21628BO19
20'
25308C011
215998023
23833A245

GENERAL DESCRIPTION AND
APPLICATION
Myers ME40 Series Pumps are single seal units,
automatic or manual, designed for use in effluent
dosing, Septic Tank Effluent Pumping (S.T.E.P.) or
normal sump and general dewatering applications
where higher pressure is required. DO NOT USE
FOR RAW SEWAGE.
When used in Effluent dosing or S.T.E.P. appli-
cations, the pump must be installed in a separate
tank or compartment at the discharge side of the
septic tank. NEVER INSTALL PUMP IN MAIN
TANK WHERE SLUDGE COLLECTS.
These pumps are available in 4/10 HP only, with
115 volt or 230 volt, single phase, shaded pole,1750
RPM motors. All units are single seal only, available
in automatic or manual with either 10 foot or 20
foot power cords. All power cords have either 115
volt or 230 volt grounded plugs.
Impellers are enclosed two vane type to handle
3/4" spherical solids and are made of engineered
thermo-plastic. All pumps have a 1-1/2" NPT
discharge tapping. NOTE: DO NOT OVER -
TIGHTEN DISCHARGE PIPE INTO PUMP
PLASTIC DISCHARGE FITTING.
These pumps are NOT for use in swimming pools
or fountains.
AIR LOCKING
A sump pump is said to be air locked if water traps
air in the pump and it cannot get out, thus prevent-
ing the pump from operating.
The ME40 Sump Pump has a 1/16" air vent hole
in the impeller chamber to let out trapped air. If this
hole becomes plugged, pump may air lock. As a
secondary precaution a 1/8" hole should be drilled
in the discharge pipe below the check valve. The
check valve should be 12 to 16 inches above pump
discharge. Do not put check valve directly into
pump discharge opening.
PACKAGING
Each pump is packaged separately in a carton
marked with a catalog number and Myers
engineering number.
Cat.
No.
Eng,
No.
HP
V
Ph
Cord
L th.
Type
ME40A-11
25300D000
4/10
115
1
10,
Auto
ME40M-11
25300DO01
4/10
115
1
10'
Manual
ME40A-21
25300DO02
4/10
230
1
10,
Auto
ME40M-21
25300DO03
4/10
230
1
10'
Manual
ME40AC-11
25300DO10
4/10
115
1
20'
Auto
ME40MC-11
25300D011
4/10
115
1
20'
Manual
ME40AC-21
253000012
4/10
230
1
20'
Auto
ME40MC-21
25300DO13
4/10
230
1
20'
Manual
LEVEL CONTROLS
All pumps must use sealed level control switches
for automatic operation. All automatic pumps have
built-in level control float switches. The power cord
has a GROUND PIN that plugs into a grounded
receptacle. The grounded receptacle cannot be
used in the wet sump or basin due to DANGER of
current leakage.
Manual pumps can be made automatic with MLC
or MFLC controls with a series plug. Plug the MLC
or MFLC switch cord series plug into a proper voltage
GROUNDED RECEPTACLE. Then plug the pump
cord plug into the back of the switch cord series
plug. NOTE: The float control must be tethered a
minimum of 4" to pump or discharge pipe. Control
must float free from pump and basin wall.
Qn all duplex units or simplex installations with
ad itional options like high water alarm, the power
cord plug must be cut off and wired into a control
panel or into a sealed junction box if used in wet
sump or basin. The AWS-1 control also acts as a
sealed junction box for connecting power cord to
pump cord.
NOTE: The Model ME40 Sump/Effluent pump
can be easily changed from one style, automatic or
manual, to the other by only interchanging the plug
ends of the float control with the manual plug. The
ball float must be tethered with a cable clamp, as
shown. DO NOT REMOVE THE MOTOR CAP,
DESIGN OF PRESSURE SEWER SYSTEMS
MYERS has available complete computer SOFT-
WARE for designing PRESSURE SEWER SYSTEMS,
This gives pipe sizes to use and gives exact flow
from any pump or group of pumps in the system
when operating simultaneously.
This design DISK for IBM° or COMPATIBLE
computers is available to engineers on request.
MOTOR TYPE
Motors have stators pressed into cast iron housing
for best heat dissipation, 4/10 HP only, 115 volt or
230 volt single phase only, shaded pole,1750 RPM,
overload protected with double sleeve bearings.
Motors have Class A insulation and are oil -cooled
and lubricated. Pump has no starting switch and
requires no control panel for simplex installation.
SAFETY WARNINGS
WARNING: Risk of electric shock. Pumps are
supplied with a grounding conductor and
grounding -type attachment plug on the power
cord. To reduce the risk of electric shock, be
certain that it is connected only to a properly
grounded, grounding -type receptacle. DO NOT cut
off ground pin or use an adapter fitting. DO NOT
use an extension cord with this pump. Entire plug
may be cut off if a control panel is used.
When wiring this pump follow all local electrical
and safety codes and ordinances as well as the
most recent National Electric Code
(NEC-ANSI/NFPA 70).
All pumps have a GROUND WIRE that is
connected to the motor. This wire goes to the
receptacle or control panel which must be
connected to a good outside GROUND such as a
metal water pipe or GROUND STAKE driven at
least B feet into the ground.
23833A245 4

JUNCTION BOX
STRUCT. PLASTIC
30" DIAMETER SIMPLEX ME40'
12 •'
11/2" CONCUIT
i
30" DIA.
CONCRETE WELL
A5 REO'0. ,
PORT
+. v�1.1.IJ0
BRACKET, SST
30" DIA. BASIN COVER
VALVE EXTENSION HANDLE
AS REO'O.
LIF"i-OUT ROPE
•1 2�
O I SCHARGE
2Y
•, 2" GATE VALVE, BRASS
AS REQ'0, INLET HUB •'
2
(AS REQ'O.)� t
DI5CHARGE PIPE, PVC
ME40 AUTOMATIC
ErFLUENT SEWAGE PUMP
i:i \ I mi I `F
T+♦�, �Ti �J�•Ir Yr •,
GUIDE RAILS, 3/4" GALV,
HIGH WATER "ALARM" LEVEL
PITLESS DISCONNECT, BRASS
Zf
SWING CHECX VALVE,
23833A245 6

UL, CSA AND ETL APPROVAL
All pumps have UL, CSA and ETL approval
pending. Myers is a SSPMA certified pump
member.
INSTALLATION
WARNING: Basin or tank must be vented in
accordance with local plumbing codes. These
pumps are not designed for and CANNOT be
installed in locations classified as hazardous in
accordance with the National Electric Code
ANSI/NFPA 70.
CAUTION: Never enter pump chamber after
sewage or effluent has been in basin. Sewage water
can give off methane, hydrogen sulfide and other
gasses which are highly poisonous.
For this reason, Myers recommends installing
effluent pumps with a quick removal system. The
quick removal system may be a union or Cam-lok'
coupling if the pipe or discharge hose is within
reach from the surface, or a rail system type quick
disconnect on deeper installations. See installation
drawings for suggested installation.
The dosing tank or pumping chamber must be
constructed of corrosion resistant materials and
must be capable of withstanding all anticipated
internal and external loads. It also must not allow
infiltration or exfiltration. The tank must have
provisions for anti -buoyancy. Access holes or
covers must be of adequate size and be accessible
from the surface to allow for installation and
maintenance of the system. Access covers must be
lockable or heavy enough to prevent easy access
by unauthorized personnel. The pumping chamber
holding capacity should be selected to allow for
emergency conditions.
The discharge pipe must be the same size as the
pump discharge (1-1/2 inches) or larger. In order to
insure sufficient fluid velocity to prevent any
residual solids from collecting in the discharge
pipe, it is recommended that a minimum flow of 2
feet per second be maintained. (12 GPM through
1-1/2" pipe, 21 GPM through 2" pipe and 46 GPM
through 3" pipe.) It is recommended that PVC or
equal pipe is used for corrosion resistance. A full
flow (ball or gate) shut off valve must be installed
to prevent back flow of effluent if the pump must
be removed for service. A check valve must be
installed on pressure sewer systems and on other
systems where conditions allow to prevent
backf low and to reduce wear on the pump system.
A high water alarm must be installed on a
separate circuit from the pump circuit. The alarm
should have the ability to be tested for proper
operation.
POINTS TO CHECK IF PUMP DOES NOT
RUN OR DOES NOT RUN PROPERLY
(1) Pump does not run or start when water Is up In
tank.
(a) Check for blown fuse or tripped circuit breaker.
(b) Check for defective level switch.
(c) Where control panel is used be sure H-O-A
switch is in the AUTO position. If it does not
run, turn switch to the HAND position and if the
pump runs then the trouble is in the automatic
electrical system. Have ELECTRICIAN make
electrical checks.
(d) Check for burned out motor. Occasionally
lightning can damage a motor even with
lightning protection.
(e) Where plug-in cords are used be sure contact
blades are clean and making good contact. DO
NOT USE PLUG-IN CORDS INSIDE A SUMP
OR WET WELL.
(f) Level control ball or weight may be stuck on
side of basin. Be sure it floats freely.
(2) Pump runs but does not deliver flow.
(a) Check for air lock. Start and stop pump several
times, if this does not help it may be necessary
to loosen a union in the discharge line to relieve
air lock.
(b) Check valve may be installed backward. Check
flow arrow on valve body. Check shut-off valve.
It may be closed.
(c) Check vertical elevation. It may be higher than
pump can develop. (See pump curve.)
(d) Pump inlet may be plugged. Remove pump to
check.
CAUTION: ALWAYS UNPLUG POWER CORDS OR
TURN OFF ALL MAIN AND BRANCH CIRCUIT
BREAKERS BEFORE DOING ANY WORK ON THE
PUMP, If control panel is remote from pump,
disconnect lead wires to motor so that no one can
turn the circuit breaker back on.
BEFORE DISMANTLING PUMP FOR
REPLACEMENT OF PARTS
Clean pump thoroughly. Knock off all scale and
deposits. Submerge complete unit in Clorox
solution for one hour before taking apart.
23833A245

TO REPLACE POWER CORD OR
AUTOMATIC CONTROL FLOAT
(1) Use a wrench to loosen and remove thermoplastic
nut from the cap socket. Use your fingers to pull
and wiggle the cord end connector from the
socket.
(2) To replace either the power cord or automatic
control float, align the half circle notch on the
cord end connector with the half circle key in the
socket. Press the connector into the socket all the
way.
(3) Slide the thermoplastic washer onto the top of the
cord end connector.
(4) Screw the thermoplastic nut into the socket.
Tighten the nut snugly, but do not over -tighten.
The nut may be tightened a little more after the
connector has set over a period of time.
(5) If replacing automatic control float be sure to
tether float approximately 3-5/8".
FOR SHAFT SEAL ONLY REPLACEMENT
(1) Remove the six screws from top thermoplastic
cap and bump cap with plastic hammer to loosen.
(2) Lay the cap back, do not disconnect wires from
the cap. Pour all the oil from the pump. If the old
seal failed there may be water in the oil and the
old oil should be discarded.
(3) Remove the eleven machine screws holding the
volute halves together. Separate lower half volute
from the upper half by using a rubber hammer
and/or prying lightly with a screwdriver.
(4) Lay pump on its side. Place a flat screwdriver in
the slot in the bottom of the shaft and turn the
impeller counterclockwise to remove it from the
shaft. A blow from a rubber hammer may be
necessary to loosen the impeller.
(5) The rotating part of the seal can be easily pulled
from the shaft.
(6) Using two flat screwdrivers, work the old ceramic
seal from the seal cavity of the motor housing.
(7) To assemble the new ceramic seat into the
housing, clean the seat cavity thoroughly and
apply grease to the O.D. of the rubber seal around
the ceramic seat. Use fingers or rod of soft
material to push the ceramic seat into the housing
cavity. Clean seat face to remove any dirt and
apply a coating of light oil. NEVER USE OLD
SEAL PARTS. USE ONLY COMPLETELY NEW
SEALS.
(8) Make sure the shaft surface is clean and lightly
oiled. Press by hand the rotating half of the shaft
seal onto the shaft. Be sure the rotating carbon
washer is positioned adjacent to the ceramic seat.
(9) Screw the impeller clockwise onto the shaft using
a screwdriver to hold the shaft from turning and
tighten impeller.
(10) Check HUVA cup seal in volute case inlet. if worn,
replace.
(11) Place pump upright on top of lower volute half. Be
sure mating parts are together and reassemble the
eleven machine screws and tighten.'
(12) Check that the impeller turns freely.
(13) Replace oil in motor housing using only Myers
submersible transformer oil. The oil should be
about 1/2" above the upper surface of the bearing
plate.
(14) Reinstall the top thermoplastic cap, making sure
the O-ring is in position on the cap. Tighten the
top six screws snug, but do not over -tighten.
(15) Plug pump into receptacle to test operation.
Pump must run quiet and free of vibration.
TO REPLACE MOTOR STATOR
HOUSING ASSEMBLY AND SEAL
(1) Stator assembly includes housing, stator, rotor
with shaft, thrust washers and metal bearing plate.
(See repair parts list.)
(2) Remove the six screws from top thermoplastic
cap and bump cap with plastic hammer to loosen,.
(3) Disconnect the four motor lead wires from the cap
pin terminals and remove cap. Pour all the oil
from the pump.
(4) Remove the eleven machine screws holding the
volute halves together. Separate lower half volute
from the upper half by using a rubber hammer
and/or prying lightly with a screwdriver.
(5) Lay pump on its side. Place a flat screwdriver in
the slot in the bottom of the shaft and turn the
impeller counterclockwise to remove it from the
shaft. A blow from a rubber hammer may be
necessary to loosen the impeller. Discard old seal
part.
(6) Remove the four flat head screws holding the
upper half of volute to housing. Note position of
discharge in relation to switch clamp.
(7) To assemble the new ceramic seal seat into your
new stator housing assembly, clean the seat
cavity thoroughly and apply grease to the O.D. of
the rubber seal around the ceramic seat. Use
fingers or rod of soft material to push the ceramic
se@t into the housing cavity. Clean seat face to
remove any dirt and apply a coating of light oil.
NEVER USE OLD SEAL PARTS. USE ONLY
COMPLETELY NEW SEALS.
(8) Assemble the upper half of the volute to housing
with the four flat head screws. Position discharge
the same as before in relation to switch clamp.
(9) Make sure the shaft surface is clean and lightly
oiled. Press by hand the rotating half of the shaft
seal onto the shaft. Be sure the rotating carbon
washer is positioned adjacent to the ceramic seat.
23833A245 8

MYERS
LIMITED WARRANTY
F. E. MYERS, A Pentair Company, warrants that its products are free from defects in material and
workmanship for a period of 12 months from the date of installation or 18 months from the date of
manufacture, whichever occurs first.
During the warranty period, and subject to the conditions hereinafter set forth, F.E. MYERS will
repair or replace to the original user or consumer parts which prove defective due to defective
materials or workmanship of MYERS. This remedy is exclusive and is the only remedy available to
any person with respect to such MYERS product. Contact your nearest authorized MYERS distribu-
tor or MYERS for warranty service. At all times MYERS shall have and possess the sole right and
option to determine whether to repair or replace defective equipment, parts or components.
Start-up reports and electrical system schematics may be required to support warranty claims,
This warranty is effective only if MYERS supplied or authorized control panels are used.
LABOR, ETC. COSTS: MYERS shall IN NO EVENT be responsible or liable for the cost of field
labor or other charges incurred by any customer in removing and/or reaffixing any MYERS product,
part or component thereof.
THIS WARRANTY WILL NOT APPLY: (a) to defects or malfunctions resulting from failure to proper-
ly install, operate or maintain the unit in accordance with printed instructions provided; (b) to
failures resulting from abuse, accident, or negligence; (c) to normal maintenance services and the
parts used in connection with such service; (d) to units which are not installed in accordance with
applicable codes, ordinances and good trade practices; or (e) if the unit is moved from its original
installation location, and (f) unit is used for purposes other than for what it was designed and
manufactured.
RETURN OR REPLACED COMPONENTS: any item to be replaced under this Warranty must be
returned to MYERS at Ashland, Ohio, or such other place as MYERS may designate, freight prepaid.
PRODUCT IMPROVEMENTS: MYERS reserves the right to change or improve its products or any
portions thereof without being obligated to provide such a change or improvement for units sold
and/or shipped prior to such change or improvement.
WARRANTY EXCLUSIONS: as to any specific MYERS product, after the expiration of the time
period of the warranty applicable thereto as set forth above. THERE WILL BE NO WARRANTIES,
INCLUDING ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR ANY
PARTICULAR PURPOSE.
Some states do not allow limitations on how long an implied warranty lasts, so the above limitation
may not apply to you. No warranties or representations at any time made by any representative of
MYERS shall vary or expand the provisions hereof.
LIABILITY LIMITATION: IN NO EVENT SHALL MYERS BE LIABLE OR RESPONSIBLE FOR
CONSEQUENTIAL, INCIDENTAL OR SPECIAL DAMAGES RESULTING FROM OR RELATED IN
ANY MANNER TO ANY MYERS PRODUCT OR PARTS THEREOF.
Some states do not allow the exclusion or limitation of incidental or consequential damages, so the
above limitation or exclusion may not apply to you.
This Warranty gives you specific legal rights and you may also have other rights which vary from
state to state.
Direct all notices, etc. to:
Warranty Service Department, F. E. Myers, A Pentair Company, 1101 Myers Parkway, Ashland, Ohio
44805,
MWZSO
F.E.Myers, A Pentair Company
1101 Myers Parkway, Ashland, Ohio 44805-1923
419/289.1144, FAX:[phone], TLX: 98-7443
Printed in V,S A. 2/92
23833A245

(10) Screw the impeller clockwise onto the shaft
using a screwdriver to hold the shaft from
turning and tighten impeller.
(11) Check HUVA cup seal in volute case inlet. If
worn, replace.
(12) Place pump upright on top of lower volute half.
Be sure mating parts are together and reassem-
ble the eleven machine screws and tighten.
(13) Check that the impeller turns freely.
(14) Guide the four motor wires up through a
common hole in the metal bearing plate and
place the protective plastic tube over the four
motor wires.
(15) Position the O-ring into cap and reconnect the
four motor wires as shown in wiring diagram.
The two green ground wires connect to the
pins nearest the'G' marked on the cap.
(16) Put oil in the motor housing using only Myers
submersible transformer oil. The oil should be
about 1/2" above the upper surface of the
bearing plate.
(17) Reinstall the top thermoplastic cap, making
sure the O-ring is in position on the cap.
Tighten the top six screws snug, but do not
over -tighten.
(18) Be sure the 1/8 NPT pipe plug is in the top cap.
(19) Plug pump into receptacle to test operation.
Pump must run quiet and free of vibration.
NOTE: When replacing top cap with a new one, be
sure the jumper wire and pipe plug are in place.
See wiring diagram. Tether level control to motor
housling with float extended approximately 3-5/8"
WIRING DIAGRAM
SWITCH SIDE FOR AuTOmATlc
POWER CORD SIDE
FOR AUTOMATIC
i PLUG SIDE FOR MANUAL
A MANUAL
/ G
/ G
I {+ t
!1
1 it 1 C' BLACK JUMPER
�+
I_
�+
'0
`I !ID
o111�0`s
�f m
� y+�
IJ
U
NAME PLATE
SUAFACE
MOTOR RESISTANCE CHART
Winding,
Locked
Resistance
Max.
Rotor
HP
Speed
V
Ph
in Ohms
Amps
Amps
4/10
1750
115
1
1.2
12.0
16.0
4/10
1750
230
1
4.3
6.0
8.2
PERFORMANCE CURVE
CAPACITY LITERS PER NINUTE
0 s0 100 150 200 250 300 350
40
35
30
25
;f
ZO
15
H
10
s
0
0 10 20 30 40 50 60 70 e0 90 100
CAPACITY GALL" PER MINUTE
DIMENSIONAL DRAWING
I x' NPr
Duch -ph
1 °
aee '
�--- (144nvn)--�
HAS
12
10
e s
6
4
23833A245 9

ME40 Series
4/10 HP Effluent
and Drain Water Pumps
Performance Curve
40
35
w 30
W
L
Z 25
20
J
15
O
E-
Ed
C
MOOEL ME40 EFFLUENT PUMP
CAPACITY LITERS PER MINUTE
0 50 100 150 200 250 300 350
F.E. Myers, A Pentair Company a 1101 Myers Parkway, Ashland, Ohio 44805-1923
419/289-1144 FAX [phone] Telex 98-7443
12
2
N
K3326 7/91 Printed in U,S.A.

Michael F. Easley, Governor
I William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
e Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
October 28, 2002
CERTIFIED MAIL #7002 1000 0005 6491 9729
RETURN RECEIPT REQUESTED
Mr. T. Cooper James
DG Holdings, LLC
PO Box 10325
Greensboro, NC 27404-0325
Subject: REQUEST FOR STORMWATER -
MANAGEMENT PERMIT APPLICATION
Dollar General Site
Stormwater Project No. SW8021021
Onslow County
Dear Mr. James:
On October 21, 2002, the Wilmington Regional Office received a copy of a Notice of
Violations of the & Sedimentation Pollution Control Act for Dollar General Site. The North
Carolina Administrative Code requires any project that must receive either Sedimentation and
Erosion Control Plan approval and/or a CAMA Major permit to apply for and receive a
Stormwater Management Permit by the Division of Water Quality. Any construction on the
subject site, prior to receipt of the required permit, will constitute a violation of 15A NCAC
2H.1000 and may result in appropriate enforcement action by this Office.
Either a Stormwater Permit Application Package including 2 sets of plans, completed
application form, fee, and supporting documentation, or a written response regarding the status of
this project and the expected submittal date must be received in this Office no later than November
21, 2002. Failure to respond to this request may result in the initiation of enforcement action, and
construction may experience a subsequent delay.
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan
approval letter must NOT be considered the Coastal Stormwater Management Permit, which will be
signed by the Water Quality Supervisor. Please reference the Project Number above on all
correspondence. If you have any questions, please call me at (910)-395-3900.
Sincerely,
�6w
Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATISTORMSUB1021021.Oct
cc: Mitchell Parker, Onslow County Building Inspections
Jim Gregson
L-inda-Lewis',�
Central Files"
NCDENR
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748