WQ0024150_Regional Office Historical File Pre 2018

OF WArF Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 26, 2004
Mr. Michael Clardy, Manager
Bluefield Partners 1, LLC
Post Office Box 577
Indian Trail, North Carolina 28079
Subject: Permit No. W00024150
Bluefield Partners 1, LLC
Morlake Executive Suites
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr. Clardy,
In accordance with your application received on July 14, 2004, we are forwarding herewith
Permit No. WQ0024150, dated July 26, 2004, to Bluefield Partners 1, LLC 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 2H .0227 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 2H .0200; 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.
*Lt
Mooresville Regional Office Internet http://h2o.enr.state.nc.us1
919 N. Main Street, Mooresville, NC 28115 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]

Mr. Michael Clardy
Page 2
July 26, 2004
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 Bluefield Partners 1, LLC for the construction and operation of approximately 771 linear feet
of 8-inch gravity sewer to serve a bowling alley and office space as part of the Morlake Executive
Suites project, and the discharge of 8,500 gallons per day of collected domestic wastewater into the
Town of Mooresville's existing sewerage system, pursuant to the application received July 14, 2004,
and in conformity with 15A NCAC 2H .0200; 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 Town of
Mooresville's Rocky River WWTP (NPDES No. NC0046728) prior to being discharged into the
receiving stream.
This permit shall become voidable unless the agreement between Bluefield Partners 1, LLC and
the Town of Mooresville for 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 to 143-215.6C 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 150E 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 Williams at (704)
663-1699.
Sincerely,
for Alan W. Klimek, P.E.
cc: Iredell County Health Department
Mooresville Regional Office, Water Quality Section (WWTF Permit No. NC0046728)
Dan Brewer, Chas. H. Sells, Inc.
Water Quality Central Files
NDPU 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 2H .0200; 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 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
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
consideredon 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. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A 'NCAC 2H .0200; 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Department of Environment
and Natural Resources, Division of Water Quality, 919 North Main Street, Mooresville, N.C. 28115.
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 2H .0200; 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 a!I
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.
2

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.
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 1
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 II of Form CS-SSO (or the most current Division approved form)
can also be completed to show that the SSO was beyond control.
Permit issued this the 26th day of July, 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek0.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0024150
3

Fast Track Engineering Certification
Permit No. W00024150
July 26, 2004
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 Morlake Executive
Suites, Iredell 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 2H .0200; 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
WATER QUALITY
MOORESVILLE REGIONAL OFFICE
919 N. MAIN STREET
MOORESVILLE NC 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.

CK APPLICATION for GRAB T i 7r S
RS, PL.t rIP STATIONS, AND FORCE MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ)
Owner
1 a, Bluefield Partners t LLC
Full Legal Name (company, municipality, HOA, unlit
Z 1b
0
ichael H. Curdy, Manager
Signing
a1 Name and Tithe (Please review
5A NCAC 2H .0206(b) fo
1 c. The legal entity who will own this system is:
0 Individual ❑ Federal ©, Municipality © State/County Q Privet
I d. PO Box 577
Street Address
N
State
111. 704-821-7011
TelephoneWm�
2. Project (Facila«ty) Infom
704-847-5135
Facsimile
Morlake Executive Suites
Brief Project Name (permit will refer
Contact Parson:
3a, Dan E, Brewer, PE
his name)
uthorized signing o
ials!
PAGE 3
Partnership Q Corporation Other (specify):
e, Indian Trail
City
g. 28079
Zip Code
E-mail
2b. Iredell
County Where Project is
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b, 704-662-0100
2a,
Phone Number
Project iNew [1 Modifi'cation (o
Winer is Public ( kip to Item B(3))
if private, applicant will be.
3c. [e-mail]
E-mail
an existing permit)
Private
El Retaining Ownership (i.e. store, church, single office, ei
El Leasing units (lots, townhomes„ etc, - skip to Item B(3))
® Selling units. (lots, townhomes, etc, - go to Item B(2b))
Town of Mooresville
ner of Wastewater Treat
Town of Mooresville
Owner of Downstream
m Sewer
The origin of this wastewater is
nt Facili
Residential Subdivision
Apartments/Condominiums
0 Mobile Home Park
© School
Restaurant
Office
Volume of waste
TF) Tre
If Modification, Permit No.:
ng Waste
15b. 8-inch
Receiving Sewer
k eil ttoat apply):
tt
2b. If sold, a
ned by a
© Public Utility (Instruction III)
Z Homeowner Assoc./Developer (Instruction IV)
From This Project
4b. NC9046728
WWTF Permit No.
ize Permit Number of Downstream Sewer (it known
© Car Wash
0 Institution
0 Hospital
0 Church
© Nursing Home
Other (specify): Bo in All
d in this project: 8,500 gallons per day
100 % Domestic/Commercial
Industrial
% Other (specify).
If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted is subsequent permits that connect to this tin
©, Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03

TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
E. PERMIT INFORMATION (CONTINUED)
9. Provide the wastewater flow calculations
.0219(1) for Item B(7) or the design flow for
that in 15A NCAC 2H .0219(I)(1-2) must
the Division of Water Quality, Non -Discharge
accordance with 15A NCAC 2H .0219(I)(3).
used in determining the permitted flow in
line or pump station sizing if zero flow in
be approved prior to submittal of this application.
Permitting Unit, 1617 Mail Service Center,
x 25 gal/emplday) + (40 lanes x 50 gal/lane/day)
accordance with 15A NCAC 2H
the space below. Values other than
Submit a separate request to
Raleigh, NC 27699-1617 in
(65 employees per building x 4 buildings
= 8,500 gpd
10. Summary of Sewer Lines to be Permitted
(attach additional sheets
Length (feet)(pull
if necessary)
Size (inches)
Gravity or Force Main
down menu)
8 771
Gravity
Gravity
Gravity
Gravity
Gravity
Gravity
Gravity
ENTER TOTAL LINE LENGTH IN MILES 0.146
11. Summary of Pump
Location ID
(as shown on plans)
Stations to be Permitted
(attach additional sheets
Operational Point
GPM @ TDH
as necessary)
Power Reliability Option
(dual line feed, permanent generator w1ATS,
portable generator w/telemetry, wet well storage)
Design Flow
(MGD)
N/A
12. 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?
® Yes ■ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOtJR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
■ Yes • No l:, NIA
® Yes • No • N/A
0 Yes ❑ No
►l NIA
FTA 02/03

=TRACK APPLI
Use the Divisions guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORMFTA02/03
(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
waterbody, AND,
A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody,
TIONforG
Location ID Name of
on Map Waterbody
V1T '' SEW EI , PUMP STATIONS, AND FORCE MAINS
County
Submit the 8.5" x 11 m topographic map as rage
Applicant's Certification:
River Basin
PAGE 5
Waterbody Stream Waterbody
Classification
Index
d in Instruction VI regardless of whether a classification is provided!
I, Michael 14, Clardy, attest that this application for Morlake Executive Suites 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 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,
Signing Official S
nature
Professional Engineers Certification;
hat this application for Morlake Executive Suites 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 Criteria for Gravity Sewers
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting 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 1 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, 6B, 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 $110,000 es well as civil penalties up to $25,000 per violation,
2a. Dan E. Brewer, P E.
Professional Engineer Name
2b. Chas. H', Sells, Inc.
Engineering Firm
2c, 128 Overhill Drive,
Address
2d, Mooresville
City
2g. 704-662-0100
Telephone
a
2h. 704-662-0101
Facsimile
2e. NC 2f. 28117
State Zip
2i, dbrewer@chashse
E-mail
Seam, Signature
FTA. 02.03

UNITED STATES
DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
80 ° q 2' 30„
35°37'30"
3942000rn,N.
3941
3948
39
3936
3 5'
3937
11
c
513
514
515 50'

Ippr'1.3-
w
W./ .LJ; U' 1 rnun-L'J J I t .jNttrtLN1J +1 04-hbG-bn6
TOWN OF
MOORESVILLE
PLANNING &
ENGINEERING
DEPARTMENT
July 13111, 2004
Chas H. Sells, Inc.
Mr. Dan Brewer, PE
128 Overhill Dr.
Suite 105
Mooresville, NC 28117
l-baY F 1/01 U-303
Re: Moriake Executive Suites (Bluefield Partners, LLC) Flow Acceptance Letter
Mr. Brewer.
Derek Slocum, El
Civil Engineer
Town of Mooresville
P. O. Box 878
Mooresville, NC 28115
[phone]
Fax [phone]
The Mooresville Town Board had previously approved the above -referenced residential
development and agreed to provide potable water service to and accept the sewer flow from the
proposed commercial project. The Town of Mooresville's Water System Management Plan
submitted approximately July 30, 2000, was approved and assigned WSMP No. 00-01958.
Mooresville's Water Filter Plant PWS ID# is 01-49-015. Both water and sewer systems are owned
and maintained by the Town of Mooresville. Wastewater will be treated by the Town of
Mooresville's Rocky River WWrP, NPDES Permit No. NC0048728. This projects expected input
into the WWTP is 8,500 gpd.
It is your responsibility, as the engineer of record, to certify to the State that construction has been
completed in accordance with the approved plans and specs. The Town will conduct periodic
inspections during construction and will hold a final inspection prior to accepting the waterlines and
sanitary sewer system into the Town's system, Two reproducible (mylar) copies of the "As -Built"
drawings, on CD (compact disc) format, along with your engineer's certification are required to be
submitted to this office prior to acceptance by the Town Of Mooresville,
We look forward to working with you on this project. Call me at [phone] if you have
questions.
Si ely,
erek Slocum, El
Civil Engineer
CC: Richard McMillan, PE Director of Engineering

�TE OF NORTH CAROLINA
COUNTY OF Permit No. WQ z4 SD
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this 3rd dayof
June 2004 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Bluefield Partnersj LLC , 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 Iredell County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Morlake Executive Suites
(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 Iands through filing of a Declaration of Unit Ownership (hereinafter Declaration), 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
Declaration, the Unit Owners' Association (hereinafter
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 Iaw 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.
T7l171 h X_ 1-1.177 r nn Inn

'TheDEVELOPER shall provide in the Declaration and Association Bylaws 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.
6. In the event the common expense allocation and separate fund 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.
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 Systern and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater,
8, 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 nurnbered 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 COlv[MISSION
Alan W. K iniek, P, z , Director
Division of Water Quality
0
(Date)
Bluefield Partnersl,LLC
Name of DEVELOPER
Clardy, Manager
Print Namne and 'Title
(Date)
O
rrin r^17 1'01 I1\1

07/26/04
Permit Number W00024150
Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
In review New Project
Permit Type F`�''1 TruckVersion Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Individual
Extensions
Primary Reviewer Permit Contact Affiliation
sonja.williams
Permitted Flow
8500
Facility
Facility Name
Morlake Executive Suites
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Iredell
Facility Contact Affiliation
Owner Name Owner Type
Bluefield Partners 1, LLC Non -Government
Owner Affiliation
Michael Clardy, Manager
PO Box 577
Indian Trail
Dates/Events
NC 28079
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective
07/14/04
26 /o 4
Regulated Activities Requested/Received Events
Conirnercial or industrial. other Additional information requested
Wastewater collection Additional information received
Outfall NULL
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

Page 1 of I
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
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Date: 7/23/2004
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Corporation Names
Name Name Type
NC Bluefield Partners 1, Legal
LLC
Limited Liability Company Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0699285
Current -Active
11/18/2003
Domestic
NC
Perpetual
Agent Name: Dickinson, Gregory J.
Registered Office Address: 709 Madras Lane
Charlotte NC 28211-6111
Registered Mailing
Address:
Principal Office Address: No Address
Principal Mailing Address: No Address
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file://C:IDOCUME—IISWILLI-1\LOCALS-11Temp139BMOZEP.htm 7/23/2004

Consulting Engineers, Surveyors
Photogretnmetrists
July 14, 2004
NCDENR, Division of ""rater Quality
91.9 North Main. Street
Mooresville, NC 28115
Reference: Application for Private Sanitary Sewer Extension
To Serve Morlake Executive Suites
Bluefield Road
Mooresville, North Carolina
Ladies and Gentlemen:
7
ATURA1
Lt
PRINCIPALS
STE1/EN',N. SMITfi. W.E.
SUSAN K FASNACPT PE
MOSE N_ P.UONOCORE, PE
rHOMASNO✓ELLIN© C.P,PP°S
SENIORASSQ(;(AIES
DAN E_ BREWER PE
:., POSE, MASSEY_ P.C.
DANPO K. L RUBAKER, P.L.S.
2004
On behalf of Bluefield Partners, LLC, please find enclosed one original and one copy of the Fast -
Track Application for Gravity Sewers, Pump Stations, and Force Mains for the above referenced
project. Also included is a check in the amount of $400 for the permit processing fee.
In summary, the project consists of an 8-inch diameter sanitary sewer extension to serve a 4.6-acre
office park and a future bowling alley on the adjoining outparcel. Based upon the NCDENR
guidelines a flow rate of 8,500 GPD is estimated for the project.
If you have any questions or require additional information, please contact us.
Respectfully submitted,
Chas. H . Sells, Inc.
Donna H. Barbour, EI
Project Engineer
Cc: Mr, Mike Clardy, Bluefield Partners, LLC
Mr. Harry Tsumas, Morlake Executive Suites, LLC

uct rnun—n ZVILL= =J(J111=iNt7
*/04-0t)-UZj
T-517 PL11/01
TOINN OF
MOORESVILLE
PLANNING &
ENGINEERING
DEPARTMENT
July 13th, 2004
Chas H. Sells, Inc,
Mr, Dan Brewer, PE
128 Overhifl Dr,
Suite 105
Mooresville, NC 28117
Re: Morlake Executive Suites (Bluefield Partners, LLC) Flow Acceptance Letter
Mr. Brewer.
Derek Slocum, El
Civil Engineer
Town of Mooresville
P. 0, Box 878
Mooresville, NC 28115
[phone]
Fax [phone]
The Mooresville Town Board had previously approved the above -referenced residential
development and agreed to provide potable water service to and accept the sewer flow from the
proposed commercial project. The Tovvn of Mooresville's Water System Management Plan
submitted approximately July 30, 2000, was approved and assigned WSMP No. 00-01958.
Mooresville's Water Filter Plant PWS ID# is 01-49-015. Both water and sewer systems are owned
and maintained by the Town of Mooresville. Wastewater will be treated by the Town of
Mooresville's Rocky River WWTP, NPDES Permit No. NC0048728. This projects expected input
into the WVVTP is 8,500 gpd.
It is your responsibility, as the engineer of record, to certify to the State that construction has been
completed in accordance with the approved plans and specs, The Town will conduct periodic
inspections during construction and will hold a final inspection prior to accepting the waterlines and
sanitary sewer system into the Towns system, Two reproducible (mylar) copies of the "As -Bur
drawings, on CD (compact disc) format, along with your engineer's certification are required to be
submitted to this office prior to acceptance by the Town Of Mooresville.
We look forward to walking with you on this project. Call me at (704)799-80 7 if you have
questions.
S CUM,
Civil Engineer
CC: Richard McMillan, PE Director of Engineering