WQ0031681_Regional Office Historical File Pre 2018

North Carolina Department of En
May 3, 2007
Mr. Robert Burkett, President
J&B Development and Management, Inc.
9179 Davidson Highway
Concord, North Carolina 28027
haet F Eas
d
n4 G. Ross Jr., Secreu.ry
nt and. Natural Fesourczs
Alan W. Klimek;.„ P E.
sion of W"'ate
Subject: Permit No. WQ0031681
J&B Development and Management, Inc.
Park South Station Phase 2
Wastewater Collection System Extension
Mecklenburg County, North Carolina
C-MU Tracking # 600-05-582
Dear Mr. Burkett:
In accordance with your application received on April 24, 2007, we are forwarding herewith
Permit No. WQ0031681, dated May 3, 2007, to J&B Development and Management, Inc. for the
construction and operation of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000,.as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules, Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Mooresville Regional Office
610 East Center Avenue, Suite 301, Mt resvide, NC 28115
Phone: [phone] J Fax: [phone] Internet: http:/ h2o.enr.state.nc.us
An Equal CppartunityiAffirr alive Action Employer — 50% Recycled/10% Post Consumer Paper
Nne
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Vatura/Iij

reBu'rkeLt
e 2
May 3, 2007
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 J&B Development and Management, Inc. for the construction and operation of approximately
5,054 linear feet of 8-inch gravity sewer; a 120-gallon per minute pump station with duplex pumps, on -
site audible and visual high water alarms, and an on -site generator with automatic transfer switch; and
approximately 1,375 linear feet of 4-inch force main to serve 160 condominium units as part of the Park
South Station Phase 2 project; and the discharge of 30,400 gallons per day of collected domestic
wastewater into the Charlotte Mecklenburg Utilities' existing sewerage system, pursuant to the
application received April 24, 2007, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Charlotte
Mecklenburg Utilities McAlpine Creek WWTP (NPDES No. NC0024970) prior to being discharged into
the receiving stream.
This permit shall become voidable unless the agreement between J&B Development and
Management, Inc. and Charlotte Mecklenburg Utilities for the collection and final treatment of
wastewater is in full force and effect.
The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statutes §143-215.6A through §143-215.6C 143-215.6A for violation of or
failure to act in accordance with the terms and conditions of this permit.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
if you need additional information concerning this matter, please contact Sonja Basinger at
[phone].
Sincerely,
for Alan W. Klimek, P.E.
cc: Mooresville Regional Office, Surface Water Protection (Fast Track Sewer Ext Files)
Ronald K. Hall, P.E., J&B Development and Management, Inc.
Mecklenburg County Land Use and Environmental Services
Surface Water Protection Central Files
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
• DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. if an individual
permit is- not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
1

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
' to the surface waters of the State.
6. Per 15A NCAC 2T .0116, upon completion of.construction and prior to operation of these permitted
facilities, the completed Engineering Certification form attached to this permit shall be submitted
with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection 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
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Voice mail messages or faxed information is permissible, but shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported
to the Division of Emergency Management at telephone number [phone] or (919) 733-
3300. Persons reporting any of the above occurrences shall file a spill report by completing Part I
of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Part it of Form CS-SSO (or the most current Division approved form)
can also be completed to show that the SSO was beyond control.
12. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. If there is a unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting
documentation. This shall be done through a permit modification with fee. Such variance requests
will be evaluated on a case by case basis. Resolution of such request shall be evident prior to
completing and submitting the construction certification.
Permit issued this the 3rd day of May, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0031681
3

rFastTrack Engineering Certification
Permit No. WQ0031681
May 3, 2007
Robert Burkett, President
J&B Development and Management, Inc.
9179 Davidson Hwy
Concord, NC 28027
Ronald K. Hall, P.E.
J&B Development and Management, lnc.
9179 Davidson Hwy
Concord, NC 28027
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification, and all
required supporting documentation, have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, , as a duly registered Professional Engineer in- the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the Park South Station
Phase 2, Mecklenburg County project for the Permittee hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NORTH CAROLINA 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

STATE OF NORTH CAROLINA
COUNTY' OF ' W7c -
Permit No.
W6)0031681
DEVELOPER'S OPERATIONAL AGREEMENT r
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this \ i � day of
r k , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
E..•1 {)Lam c: J yot�ti ' L, c., a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in e County, upon
which it is erecting and will erect dwelling units and other improvements, said -development to be known
as 'c .'r k. (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter DecIaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
tc
Declaration, the y s ion) .-1-- - •n �1 �. IS~->� '+c,.`G(hreinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.

The DEVELOPER shall. provide in the Declaration and Association By Caws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities, The, Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance..
The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System„ beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
In the event the common expense allocation and separate fiend are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7, If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater,
Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved. by the COMMISSION by the issuance of a permit.
The agreements set forth in numbered paragraphs I, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System,
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration
is filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of
the Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
(Date)
Name of DEVELOI
B
(Signatu
Print Name and Title
(Date)

Central Files: APS SWP
05/03/07
Permit Number WQ0031681
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Fast Track Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
sonja.basinger
Permitted Flow
30400
Facility
Facility Name
Park South Station Phase 2
Location Address
Owner
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
J&B Development And Managment Inc Non -Government
Owner Affiliation
Bob Burkett
9179 Davidson Hwy
Concord
Dates/Events
NC 28025
Orig issue
App Received
04/24/07
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective
%A 9-
Regulated Activities Requested/Received Events
Condominium Additional information received
Wastewater collection Additional information requested
Outfall NULL
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

J&B DEVELOPMENT AND MANAGEMENT, INC.
GENERAL ACCOUNT
9179 DAVIDSON HWY.
CONCORD, NC 28027
[phone]
PAY TO THE NCDENR
ORDER OF
Four Hundred and 00/100
NCDENR
610 East Center Ave
Mooresville, NC 28115
MEMO: WQDO 31 to I
PSS phase 2 sewer permit
BANK of
NORTH CAROUNA
66-1203/531
4/18/2007
**400.00
l
1775
DOLLARS
at Security features. Details an back.
po00 17?5u• 1:0SAL L 20391: 109000030Ali•

• 'J & B Development and Management
9179 Davidson Highway
. Concord, NC 28027
11.1AVVIAn oP 1T
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704-782-7800 Fax:704n-782-7839
TO Nt'C, De Nit - N\oo esv'l ��� 1LetQv-NJ 4-
e011 ee; 0" ysTew\r perrnkyt�
WE ARE SENDING YOU
❑ Shop drawings
❑ Copy of letter
APR 242007
NC DEPT. OF ENVIRONMENT
AND NATURAL RESOURCES \
REeINALAFECE cover via
O Prints
O Change order
0 Plans
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THESE ARE TRANSMITTED as checked below:
O For approval
❑ For your use
❑ As requested
❑ For review and comment 0
O FOR SIDS DUE
❑ Approved as submitted 0 Resubmit copies for approval
❑ Approved as noted 0 Submit copies for distribution
❑ Returned for corrections 0 Return corrected prints
0 PRINTS RETURNED AFTER LOAN TO US
REMARKS
k(h V t, 1zDE. bJ Lei C Ck-r.,rt #"or
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COPY TO
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if enclosures are not as noted, kindly notify us at once.

1 at Tina Secretary ©f State
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Elaine F Marsha
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Corporation Names
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NC )&B DEVELOPMENT AND Legal
MANAGEMENT, INC:
usiness Corporation information
SOSIO: 0508846
Status: Current -Active
Date Formed: 10/12/1999
Citizenship: Domestic
State of Inc: NC
Duration: Perpetual
Registered Agent
Agent Name: Burkett, Robert W
Registered Office Address: 9179 Davidson Highway
Concord NC 28027
Registered Mailing Address: 9179 Davidson Highway
Concord NC 28027
Principal Office Address: 9179 Davidson Highway
Concord NC 28027
Principal Mailing Address: 9179 Davidson Highway
Concord NC 28027
Stock
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100000 Yes N/A
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http://www.secretary.state.nc.uslcarporaiions/Cozp.aspx?Piter 1d=4627804 5/2/2007

0
(CM
CHARLOTTE.
CHARLOTTE-IUIECKLEN BU RG
UTILITIES
April 18, 2007
Mr. Ronald Hall
J&B Development and Management, Inc.
9179 Davidson Highway
Concord, NC 28027
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
PARK SOUTH STATION — PHASE II
TAX PARCEL #173-061-01
C-MU TRACKING # 600-05-582
Dear Mr. Hall:
In response to your request, a flow acceptance study of the subject site has been completed and the
following has been determined:
Upon completion and acceptance of all necessary sewer lines, Charlotte -Mecklenburg Utilities agrees to
accept the gravity sewage flow of 30,400 gallons per day (160 residential units x 190 gpolunit) from this
project, by means of the existing 42-inch sewer main, for transmission to the McAlpine Creek Wastewater
Treatment Plant; NPDES permit number NC0024970, for treatment. This acceptance of flow is based on
the existing capacity of the designated publicly owned treatments works; which is contingent upon final
acceptance and issuance of a discharge permit from the appropriate local, State, or Federal Agency,
whichever might have control. Please see attached basin map.
Upon completion and acceptance of all necessary water mains to serve the subject site, Charlotte -
Mecklenburg Utilities agrees to furnish water to the subject project. The water quality to the subject
project is regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply
Management Plan, dated October 2005, (WSMP # 05-01702 & PWS ID # 0160010), on file with the
Public Water Supply Section of NCDENR. However, Charlotte -Mecklenburg Utilities cannot guarantee a
constant pressure or quality of flow. This agreement is also contingent upon approval by the Division of
Environment, Health, and Natural Resources.
Charlotte -Mecklenburg Utilities does not expect any of the above conditions preclude water or sewer
service to the subject site. However, the applicant should understand that due to the involvement of other
agencies and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved. Connection to the Charlotte -Mecklenburg Utilities system is
accepted on a first come, first served basis. If you have any questions, you may contact me at (704) 391-
5129.
Sincerely,
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704i399-2221
Fax: 704i393-2219

klenburg Utilites
VON -P Service Areas with Basins

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AN FORCE MAINS
PAGE :3
z
0
0
LL
If. NC
State
a
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number:
(to be completed by OWQ)
\Ai
Owner:
1a, J&B Development and Management, Inc.
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Robert W. Burkett„ President
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1c. The legal entity who will own this system is:
❑ Individual ❑ Federal 0 Municipality ❑ State/County ❑ Private Partnership
Id. 9179 Davidson H
Mailing Address
1 h. 1704) 782-7800 1' _(704) 782-7839
Telephone Facsimile E-mail
U 2. Project (Facility) Information;
2a, Park South Station Phase 2 2b. Mecklenburg
Ci. Brief Project Name (permit will refer to this name
3. Contact Person.
3a. R. Kevin Hall, Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
le. Concord
City
1 g. 28027
Zip Code
Corporation ❑ Other (specify):
[e-mail]
County Where Project is Located
3b. 1704)782-7800
Phone Number
1. Project is ►1 New ❑ Modification (of an existing permit) If Modification, Permit No.:
3c. khan carolina.rr.co
E-mail
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2_ Owner is ❑ Public (skip to /tem B(3))
2a. If private, applicant will be:
Private (go to Item 2(a))
2b, If sold, facilities owned by a (must choose
El Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
Selling units (lots, townhomes, etc. - go to Item B(2b))
Charlotte Mecklenburg UtilitieslCMU)
❑ Public Utility (Instruction III)
Homeowner AssociDeveloper (Instruction IV)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
McAlpine Creek Wastewater Treatment Plant 4b. NC0024970
Name of WWTF WWTF Permit No.
CMU 5b. 10" Gravity Sc. UNKNOWN
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit Number of D
The origin of this wastewa
(check all that apply):
❑ Residential Subdivision ❑ Car Wash
Apartments/Condominiums 0 Institution
Mobile Home Park 0 Hospital
0 School ❑ Church
❑ Restaurant ❑ Nursing Home
0 Office ❑ Other (specify):
Volume of wastewater to be allocated for this particular project: 30,400 gallons per day
*Do not include previously permitted allocations
100 % Domestic/Commercial
% Industrial
% Other (specify):
If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev, 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
PHASE 2 INCLUDES 160 CONDOITOWNHOME UNITS. 160 UNITS X 190 GPD = 30,400 GPD. (CMU PERMITTED
FOR 190 GPD PER UNIT) J
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8" 5054
4" 1375
Gravity or Force Main
(use the pull down menu)
Gravity
Force Main
LLJ
Z ENTER TOTAL LINE LENGTH IN MILES, 1.22
V11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference) } _ (MGD) F — GPM @ TDH -_ portable generator wltelemetry; 4-wet welt storage)
c PS#1 .059 - L 120 GPM @ 62.5 FT, 2
0
LL
Z - --- -
H _
E12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
W ® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
d i variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
m
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream.Crossings - General Permit or 401 Certification? ® Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ® Yes ❑ No E N/A
F14. Does this project involve aerial lines or siphons? Check if yes ❑
,These lines will be considered hiah priority and must be.checked onceevery six months- .
115. Does this project have gravity sewer lines designed at minimum slopes? El
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

T-TRACK A *PI:,,ICATiON lfo GRA ITy SEV"iIERS, P1 VIP STATIONS, FORCE MAINS PAGE 5
1-
u)
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 0210
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbady; AND,
J A Stream Classification its not needed because the design does not depend an wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on
map for cross-reference)
l a,
#1
Name of
Waterbody
Little Sugar Creek
Trill' itary
County
Mecklenburg
River Basin
Catawba
Waterbody Stream Waterbody
Index Classification
11-137-8 C
Submit the 8.5" x 11" COLOR topographic map as required in Instruction Vi
regardless of whether a classification is provided!
Applicant's Certification:
I, Robert W Burkett, attest that this application for Park South Station Phase 2
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: in accordance with North Carolina
General Statutes 143-215.6A and 143-215,68, any person who knowingly makes any false statement, representation, or
certification in any application shalt be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as vrgtJ,cfviI penalties ups to $ 5 000 per violation.
Signing fficial Signature
Professional Engineer's Certification:
Date
I attest that this application for Park South Station Phase 2 has been reviewed by me
and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. i further attest that to the best of my knowledge the proposed
design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Cnteda for
Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Pennitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance
Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
materials under my signature and seal signifies that i have reviewed this material and have judged it to be consistent with
the proposed design. Note: In accordance with NC General Statutes 143-215 6A and 143-215,68, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
J
2a. Ronald Kevin Hall
Professional Engineer Name
2b, J&B Development and Management, In
Engineering Firm
2c, 9179 Davidson H
Mailing Address
2d, Concord
City State
2g, [phone] 2h. 4) 782-7839 2i. khallec;
Telephone Facsimile E-mail
1, Signature & Date
FTA 02/03 - Rev. 3 04/05

�m�� zs � _ . _ ,�,�

�oZone - USGS Charlotte East (NC) Topo Map
Page 1 of 1
1.8 2.4
0.4 tl.8 .. 1.6 2 i
UTM 17 512327E 3888879N (NAD27)
USGS Charlotte East (NC) Quadrangle 1 t
Projection is UTM Zone 17 NAD83 Datum G=i) .
httn•l/www tnnn7nrw rim/nrint asn7lat=i5 1 445 1 RIlrtin =-ROY .16RRrc=1 f1(1R'ii=4Rrhvpr= 1' /11/N-M6

aat Track Engineering Certification
Permit No. WQ0031681
May 3, 2007
Robert Burkett, President
J&B Development and Management, Inc.
9179 Davidson Hwy
Concord, NC 28027
Ronald K. Hall, P.E.
J&B Development and Manage
9179 Davidson Hwy
Concord, NC 28027
ent, ' Inc. O
DO -Su ce Protect
Complete and submit this form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for r any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification, and all
required supporting documentation, have been received by the Division, Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
artial © Final
1, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe b � periodically, © weekly, Ei full time) the construction of the Park South Station
Phase 2, Mecklenburg County project for the Permittee hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable;. and other
supporting materials.
North Carolina Professional Engineer's
seal, signature, and date.
r 9f),
01 LA- Sx:✓N, - S �w..�x
fl
C v'..,..
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NORTH CAROLINA 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

r& B 'Development and Management
9450 Moss Plantation Ave. NW Suite 201
Concord, NC 28027
704-782-7800 Fax: [phone]
TO
WE ARE SENDING YOU
El Shop drawing
D Copy of Netter
El Attached Under separate cover
LI Prints
l] Change order
Plans
fallowing items:
Samples 0 Specifications
THESE ARE TRA.NSMITT'ED as checked below:.
For approval
1 For your use
v..i As requested
El For review and comment
[ FOR BIDS DUE n w...
REMARKS
El Approved as submitted
0 Approved as noted
1....i Returned for corrections
171
SIGNE
If enclosures are not as noted, kindly notify us at once,
Resubmicopies for approval
Submit_ copies for distribution
Return ... corrected prints
PRINTS RETURNED AFTER LOAN "i't US

East Track Engineering Certificaion
Permit No. W©0031681
May 3, 2007
Robert Burkett, President
J&B Development and Manage
9179 Davidson Hwy
Concord, NC 28027
en
nc,
Ronald K. Hall, P.E.
J&B Development and Management, Inc.
9179 Davidson Hwy
Concord, NC 28027
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form, Perin
modifications are required for any changes es resulting in noncompliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification, and all
required supporting documentation, have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
—r f Partial C Final
I, c+r�� � 45t. N 1 , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe { periodically, ❑ weekly, EJ full time) the construction of the Park South Station
Phase 2, Mecklenburg County project for the Permittee hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, and other
supporting materials,
North Carolina Professional Engineer's
seal, signature, and date.
25 fY\C O
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NORTH CAROLINA 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

Park South Station
Pump Station
Calculations
Prepared by Kevin Hall, P.E.
For
J&B Development and Management, Inc.

\111a 5+-e J a±Csr' ►r i 6 -e Q. ` a 77"v,vyp
Fr
11+3 Flo oo+,�-. -Tao �-, , D�ke.5
I\ 4ere.' a\la 0,; (1 tti
i 9,
) `a 3 link.+5 jC 3C70 6]=D L?n, (05 A 'BB() D
AI efOG�P l'I curly Fib La
Co 5 , z 8o (e214
l I ,r 5 O 146--e�,.-e-
21 L 6`Pk4
95,15 5 &r \ v S6 Lae 611'1V
Talc FLU.,; = (o &Pr k Z i S = 115 brnn
TZellabi(,.
'r(Jrnj 5+61.+itz^ Lve
art C7n •w a f' Y, G/r4
Use 30 •n;". cf' 7ea -Row or. 1 hr a+ .Wera,se ht,.)
-Pot E'xv-, e r r,c y
7 �
�e i� rase. of 3450 a ca. i

Use I b' •decf, � S� We+ mod(, JecP 56 S4-ora3e
\dens , o,,\J i\m-v 461 (.8' dear y JV`
IT (a)T. (.01) x 7, r t ,F
VG a Csa I a6cve, -14w/1\)
Be)
e- -iI CZ, 0 -1. 5.8 x 1 413
= 545 dal
.r; Pe S4"0 ci-t-rCy% )L (I 55
7, 48
rz
d-}'ai 304[6 Q J 3°95 - i6. rn►y;
c - peck Plow
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vsL
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z
Cri-LJ 'Lip "ors
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I V YY� F S4-01"bt o y^1 lZ-V I'1 ' + rrye, 1 Cy (/ P "1"-t sv1e 5
\I Ica I ( (0)
y2a
V =- a-8L k, Ati 1s p C HG"�'IIAC sic»I"e, q�
c- F J(v T o `l a ryL4a. i11�T rn i Jo
row\ Yv7nS
1
A ssume. l;5 Lam`Wecr. mp corn c 4 Piny? 04
ciaf c1,-
ri
7 1/4., p C'1 le

ti
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rjh ` r
1 „_.i cz � 1lvinh popa� wrv� iJIG C f „i[ (1 9„ 97 tit 04A I p ?A )0 v V
91 IPA)
5
1
I.h
o+s, 2A41: "Zz
1-'24 L. 1 T_, j I''9 L'1�
f9 L1b
So 1-,1
v j ' L x 7 _AIL N gi v,
so 14 '40'1
4
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ss
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00
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SZ�
s�� rfl 9 w 4/

cCr( "WA' ,4,r4 ? lt4V 5j) i-41710d\411) dwra
rJCI S '1,0( .r "U.' 7r°:'
,-;i)vs...e.-is 4." oRri -,Ae.t.krel
?irehio1/44 0+ chtArN.
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a sn
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e �g
r
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q
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7
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�? 7M �JR'1�oLw.0 C.s
•
mow.
7q a s 91 1.00'Fa c SZ
-') fc;1QSf X Q
asV9..
ark
c ck L to ,.�: w\c 1 a ll�
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mA' /c) j Q i) o1 ( -- �� ' �� } _ • I I a in
5-cf so°'%Z ' f'i1 X / of (e sm)
c"
7�c NMQ4

Pump Curves for Park South Station. Pump Station (ABS Pump)
and.
System Curves
20 30 40 50 60 70 80 90 100 110 1.20 130 140 150 160 170 180 190 200
Pump Rate
(gpm)
ABS Pump — TDHnew force main 1 TDH©ld force main 1 — TDHnew force main 3 TDH©1d force main 3

f •
Pump performance curves
AFP 1049 60 HZ
Curve number
Reference curve
AFP 1049
Park South PS
Discharge
DN100
Frequency
60 Hz
Density
62.43 Ib/ft3
Viscosity
0.0000169 ftz/s
Testnorm
Hydraulic Institute
Rated speed
1700 rpm
Date
2007-04-05
Flow
128 US g.p.m.
Head
71.2 ft
Rated power
6.35 hp
Hydraulic efficiency
36.4 %
NPSH
0.8 ft
H tL-
[f
90 r
1
85
�♦ 4.:`
80.
\ ...
00
75
_
707
o
-
65
60
55
50=
45:
40
63.n°o
. Hy.r.eff.
35 -
30
25=--
20
*NN-5
15:
10
5
NPSH
jft)s
28
24
20
16
127.
8:
47
"" '"---
P2 jhp]_
-
11_
-
10:
-
r9=--
8_
7-3------
6 }__
--
5:
_
1111
0 50
1111 1111
100 150
ill/
200
1111
250
Ills 1111 Ills 1111
300 350 400 450
liii
500
1-111
550
1111 1111 11/1 1111
600 650 700 750
1111
800
liii
850
111i
11i1 1111
Ct [US g.p
ii
m.]
Impeller size
8.82 inch
N° of vanes
1
Impeller
ContraBlock impeller, 1 vane
Solid size
3 1/8"
Revision 2006-01-24
ABS reserves the right to change any data and dimensions without prior notice and can not be hetd responsible for the use of Information
contained in this software.
At3SEL PRO 1.7.1 / 2005-03-17

w1 slaw.rw.m...°It.
AFP1049 6OHZ
Park South PS
NPSH
P2 [
ULi
90="-
1
B5
Bo:
1.,41>3i
\ v
75 =
sN.
6'i
701
"�
55_
50
55
50'
45 =
I
40 =
63.7°0
ydr.cff.
35
30 -
25 ;
20=
15:
"*.5
10=
5=
25
15-
10=
5-
8J
I l i:IIlII,.I,IIJII1II,I
1111
1411T
1 1 1
1
1 1 1
1
i 1 1
i
1
100
300
500
700
Testncrm
Hydraulic Institute
M.....1
2006-01-24
Operating data specification
Flow
Efficiency
NPSH
Temperature
No. of pumps
128 US g.p.m.
36.4 %
0.8 ft
39 °F
1
Head
Shaft power
Fluid
Nature of system
71.2 ft
6.35 hp
Water
Single head pump
Pump data
Type
Series
N° of vanes
Free passage
Discharge port
AFP 1049 60 HZ
AFP M1-ME3 (1kW-22kW)
1
3 1 /8"
DN100
Make
Impeller
Impeller size
Suction port
ABS
ContraBlock impeller, 1 vane
8.82 inch
4"
Motor data
Rated voltage 460 V
Rated power P2 10.1 hp
Number of poles 4
Power factor 0.854
Starting current 70.5 A
Starting torque 51.6 Ibf ft
Insulation class F
Frequency 60 Hz
Nominal speed 1700 rpm
Efficiency 84.3 %
Rated current 13.1 A
Rated torque 31.1 Ibf ft
Degree of protection 1P68
ABS reserves the right to change any data and dimensions without prior notice and can not be held responsible for the use of information
contained in this software.
ABSEL PRO 1.7.1 / 2005-03-17

• �.,...........
r
'abS
.
Motor performance curve
M75/4D 60HZ
Fre
60 Hz"�
Park South PS
Rated power
10.1 hp
Service factor
Nominal speed
1700 rpm
Number of poles
4
Rated voltage
460 V
Date
2007-04-05
-
1.4
P[hP]
1.3
-
28
_
1.2-
trratn
26
1.1
24
-.
1_-
22
-
_
20
0.9
Ins
--cos
16
_-
0.8-
0.7
/.
/`i
16
-
0.6-
��
7
'2
14
0.5-
12
-
0.4
10
_
-
0.3_
f
8
-
0.2-/
6
T 0.1
4
#
--
2
0
i 1 1
20
1 i I
40
I i I
60
I i I
80
I I i I I I f 1 I 0
100 120 321P32n [%]
Loading
No load
25 %
50 %
75 %
100 %
125 %
P1 [hp]
P2 [hp]
0.7305
0
3.217
2.514
5.945
5.029
8.871
7.543
11.94
10.06
15.71
12.57
I [A]
eff [%]
5.721
0 '
6.349
78.15
8.019
84.59
10.27
85.03
13.08
84.26
16.9
80.02
- cos
n [rpm]
0.1195
1794
0.4743
1781
0.6938
1762
0.8087
1738
0.854
1702
0.8701
1646
•M [lbf ft]
S [%]
0
0.3318
7.416
1.063
14.99
2.096
22.8
3.46
31.04
5.437
40.12
8.557
Tolerance according to VDE 0530 T1 12.84 for
rated power
Starting current
70.5A
B5 th ' hi i
Starting torque
51.61bfft
Moment of inertia
0.247lbft2
eserves a ng o charge any data and dimensions without prior notice and can not Ge hald responsible for the use of Intormallon contained ABSEL PRO 1.7.1 / 2005-03-17
In thls software.

AFP 1 049 60 HZ
Park South PS
AFP/M1-ME3
Robust, reliable ABS submersible sewage pumps from 1.3 to 30 kW
for the dewatering of buildings and sites in private, commercial and
communal areas and in industry.
Water pressure -tight encapsulated fully flood -proof motors in
standard or explosion -proof versions. Hydraulics with CB
(ContraBlock) system or vortex impellers.
Can also be supplied with cooling jacket on request for dry sump
applications.
Capacity up to
Head, max.
820 m3/h
92 m
Type: AFP 1049 60 HZ
Technical data
Delivery rate : 128 US g.p.m.
Delivery head : 71.2 ft
Hydr. efficiency : 36.4 %
Total efficiency : 30.9 %
Shaft power : 6.35 hp
Speed : 1700 rpm
Impeller type : ContraBlock impeller, 1 vane
Motor output : 10.1 hp
Voltage : 460 V
Frequency : 60 Hz
Suction outlet : 4"
Discharge outlet : DN100
ABS reserves the right to change any data and dimensions without prior notice and can not be held responsible for the use of information ABSEL PRO 1.7.1 12005-03-17
contained in this software.

& B Development and Management
9450 Moss Plantation Ave. NW Suite 201
Concord, NC 28027
704-782-7800 Fax: [phone]
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WE ARE SENDING YOU
Shop drawings
El Copy of letter
DATE
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Li Change order
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_the 'following items:
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DESCRVDON
THESE ARE TRANSMITTED as checked below:
For approval LI Approved as submtted Resubmit copies or approval
El For your use LI Approved as noted fij Submit copies for distribution
[1:3 As reduested El Returned tor corrections LI Return _corrected prInts
13 For review and comment
REMARKS
Ll FOR BIDS DUE r..] PRINTS RETURNED AFTER LOAN TO US
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SIGNED:
If enclosures are not as noted, kindly notify us et once,

�WATF9
r
Coleen Sullins, Director
Division of Water Quality
June 11, 2009
Beverly Eaves Perdue, Governor
Dee Freeman, Secretary
North Carolina Department of Environment and Natural Resources
J & B Development and Mgmt.
9179 Davidson Hwy.
Concord, North Carolina 28027
Attn: Robert Burke, President
SUBJECT: Park South Station Phase 2
Permit No. WQ0031 681
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
The Division received a final engineering certification for the subject project on June 8, 2009. A full
review of the certification materials may or may not be conducted. It is assumed that receipt of
this certification indicates compliance with all regulations, design criteria and the permit. Please be
reminded that the Permittee is responsible for keeping a copy of the final record drawings for the
life of the project. If you have not received a copy, please contact your consultant immediately to
obtain a copy.
You are receiving this letter because the Division has you listed as the responsible party. If this
permitted system is no longer owned by you, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from
http://h2o.enr.state.nc.us/ndpu/ndpuapps.html#Sewer.
If you have any questions concerning this document or the completion of Form PNOCF-S (if
necessary), please contact Ms. Dee Browder at the letterhead address or via E-mail at
[e-mail].
Sincerely,
t4-kt
Robert Krebs
Surface Water Protection Regional Supervisor
Enclosure
Cc: Surface Water Protection Section Central Files (certification page only)
Ronald Hall, J & B Development
NonrthCarolina
2atura!!M
Pretreatment, Emergency Response and Collection Systems Unit Internet http:Ilh2o.enr.nc.state.uslndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Telephone [phone] Fax [phone]% recycledl1 D% post -consumer paper

,
Fast Track.Engineerinq Certification
Permit No. WQ0031681
May 3, 2007
Robert Burkett, President
J&B Development and Management, Inc.
9179 Davidson Hwy
Concord, NC 28027
Ronald K. Hall, P.E.
J&B Development and Management, Inc.
9179 Davidson Hwy
Concord, NC 28027
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification, and all
required supporting documentation, have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
,Partial El Final
I,,nol(en" , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (f .periodically, ❑ weekly, ❑ full time) the construction of the Park South Station
Phase 2, Mecklenburg County project for the Permittee hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
▪ `4- SEAL
29921 i 7.
.. • '
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Sri
12.(0 l So, �7 l
522r 4- gir 140(.66 { le,r
oar i
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
a4 1
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NORTH CAROLINA 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

J & B Realty and Development
Date: May 26, 2009
From: J&B 'Development and M.anagement. Inc.
9450 Moss Plantation Ave, NW Suite 201
Concord, NC 28027
To: North Carolina Department of Natural Resources
Mooresville Regional Office — Surface Water Protection
Attentiorr Mc. Dee 'Browder
Subject: Partial Certification for Park South Station Phase 2 - Explanation of Project
Changes (Permit No. WQ0031681.)
Dear Ms, Browder,
The intention of this letter is to explain the changes that occurred on Park South Station.
Phase 2. At the developer's request, lots were temporarily removed from Phase 3
(WQ0031682) and added to Phase 2 of the project. The new sewer configuration is
depicted on sheet 15 of the attached drawing and added approximately 52 If of 8"
sanitary sewer. Once the sewer outfall in Phase 3 is complete, the sewer configuration
will be changed back to the original design. 1 have notified the developer that the total
number of lots in Phase 2 must remain the same as permitted. The developer committed.
to holding back certain lots in Phase 2 until the Phase 3 sewer is complete. At this tirne,
the number of lots certified for Phase 2 is still under the permitted amount.
Please feel free to contact me [phone] if you need additional information or want.
to discuss this issue further. 1 appreciate your help in this matter.
R. Kevin Hall, PE
J&B Development and Management. Inc.
9450 Moss Plantation Ave. NWSuite 201 • Concord, NC 28427
phone [phone] • fax [phone]

TO
J & B Development and Management
9450 Moss Rlantation Ave, NW Suite 201
Concord, NC 28027
704-782-7800 Fax: [phone]
Moore5va4TL
nLr.D e.
WE ARE SENDING YOU El Attached 0 Under separate cover via
L.TI Shop drawings
Copy of letter
E Prints
Change, order
17:1 Plans
d' I
the following itemsi
111 Samples 1 Specifications
1
COPIES DATE
THESE ARE TRANSMITTED as checked below:
approval
LI For your use
LI As requested
Ei For review and comment
11 FOR BIDS DUE
REMARKS
COPY TO _
D ,SCRIPTIorl
r,:i] Approved as submitted
1: Approved as noted
E Returned for corrections
SIGNED:
If enclosures are not as noted, kindly notify us at once,
El Resubmit copies for approvat
7..1 Submit copies for distribution
III] Return corrected prints
PRINTS RETURNED AFTER LOAN TO US

TO
WE ARE SENDING YOU 0 Attached 0 Lintler separate cover via ._
E3 Shop drawings ;:�: i Prints 0 Plans
0 Copy of letter El Change order 0
THESE ARE TRAN SG"l f I ED as checked below
:for approval
0 For your use
El As requested
....„k For review and comment
0 FOR BIDS DUE. m.. _..
REMARKS.
El Approved as submitted
!.. Approved as noted
Returned for corrections
• Sarnpies
DESCRYPTit N
O Resubmit
O Submit
_the following items:
ED Specifications
copies for approval
copies for distribution
corrected print,
PRINTS RETURNED AFTER LOAN TC'.°t US
If enclosures are not as noted, kindly notify us at once.

RECEIVED
DIVISION OF WATER QUALITY
Fhst Track Engineering Certification
Permit No WQ0031681
May 3 2007
Robert Burkett, President
J&B Development and Management. Inc
50 in-Y..5 P4+ A(.1
Concord, NC 28027 +el
SEF 2010
SWP SECTION
MOORESVILLE REGIONAL OFFICE
Ronald K. Hall, P.E,
J&B Development and Management, Inc.
tnaL.S5 Pier,
C 0Jc. Lc7, -1
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operatng point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be dearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification, and all
required supporting documentation, have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
uA 0-‘41(
ENGINEER'S CERTIFICATION
Partial P Final
as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe periodically, [I] weekly, 111 full time) the construction of the Park South Station
Phase 2, Mecklenburg County project for the Permittee hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A. NCAC 21-; the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials.
North Carolina Professional Engineer's
seal, signature, and date,
I lcc,y
s Pv
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NORTH CAROLINA 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received, Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

TO
&, Development and Management
9450 Iv14ss Plantation Ave. NW Suite 201
Concord, NC 28027
704 782-7800 Fax: [phone]
RECEIVE
M TERQ11iAL9TV
S`IVP SECTION
p�C0RESVitLE REGIONAL OF
VVE ARE SENDING YOU Attached Under separate cover via
>
is Shop drawings 0 Prints
`.::a Copy of letter
'i Change order
Cre:' Plans
_the following items:
copies i ? Specifications
THESE ARE TRANSMITTED as checked below:
For approval
fnro� For your use
0 As requested
For review and comment
E I FOR BIDS DUE
REMARKS
Approved as submitted
0 Approved as noted
[I] Returned for correction
Resubmit
Submit
1 Return
copies fair approval
copies for distribution
corrected prints
ID PRINTS RETURNED AFTER LOAN TO US
If enclosures are not as noted, kindly ncrtity us at once,