WQ0019809_Regional Office Historical File Pre 2018

r WAr&R Michael F. Easley, Governor
QGWilliamG. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
or
"" „,. �` Y Alan Division lof Water Quality
imek, P.E.,
�w'
Coleen H. Sullins, Deputy Director
Division of Water Quality
November 13, 2003
Mr. Chris Granelli, Vice President
The Mulvaney Group, Ltd.
7301 Carmel Executive Park, Suite 102
Charlotte, North Carolina 28226
Subject: Permit No. WQ0019809 Modification
The Mulvaney Group, Ltd.
Kingstree
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Granelli:
in accordance with your application received on October 30, 2003, we are forwarding herewith
Permit No. WQ0019809, dated November 13, 2003, to The Mulvaney group, Ltd. for the construction
and operation of the subject wastewater collection system extension. This permit shall be effective from
the date of issuance until rescinded, shall void Permit No. WQ0019809 issued April 23, 2001, and shall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. The modification includes the
reduction of 851 linear feet of 8-inch gravity sewer line and the reduction of 6,840 gpd of flow that was
previously permitted.
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.
NCDENR
Mooresville Regional Office Internet http://h2o.enr.state.nc.us/
919 N. Main Street, Mooresville, NC 28115 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]

VVMr.
Chris Granelli
Page 2
November 13, 2003
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 The Mulvaney Group, Ltd. for the continued construction and operation of approximately
7,736 linear feet of 8-inch gravity sewer to serve 416 three -bedroom residences as part of the Kingstree
project, and the discharge of 79,040 gallons per day of collected domestic wastewater into Charlotte
Mecklenburg Utilities' McAlpine Creek WWTP (NPDES No. NC0024970) existing sewerage system,
pursuant to the application received October 30, 2003 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.
This permit shall become voidable unless the agreement between The Mulvaney Group, Ltd.
and Charlotte Mecklenburg Utilities 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 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 Williams at (704)
663-1699.
Sincerely,
f
for Alan W. Klimek, P.E.
cc: Mecklenburg County Health Department
Mecklenburg County Water Quality Program
Mooresville Regional Office, Water Quality Section (WWTF Permit No. NC0024970)
Steven Wilson, DPR Associates, Inc.
Water Quality Central Files
NDPU Files

I
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 prior to January 1, 2004 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 (Le.
365 days per year). Pump stations that are connected to a telemetry system shalt 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.

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. 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 Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
S. 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 ail
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.

r11 Noncompliance Notification:
The Permittee shall report by telephone to 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.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
Permit issued this the 13th day of November, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, RE., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0019809

rNov
Fast Track Engineering Certification
Permit No. W00019809 Modification
November 13, 2003
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
1, , 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 Kingstree,
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 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
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.

( APPLICATION for GR,AT ' SEWERS, PUMP STATIONS, AND FORCE 9't'CA1NS
PAGE 3
0
tL
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner:
a The Mulvaney Group LTD
Full Legal Name (company, municipality„ HOA, L
lb. Chris Granelli, VP
y
Application Number:
(to be completed by DWQ) VV 00
Signing Official Name and Title (Please review 15A NCAC 2H .02:06(b) for authorized signing officials!)
lc. The legal entity who will own this system is.
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership
d 7301 Carmel Executive Park, Suite 102
Address
North Carolina
1h. 704-926-3229 1i. 704-375-4785
Telephone Facsimile
.......................
2. Project (Facility) Information.
2a, Kingstree
Brief Project Name (permit will refer to this name)
Contact Person:
Steven S. Wilson, Design Engineer— DPR Associates, Inc.
le. Charlotte
Corporation ❑ Other (specify):
City
28226
Zip Code
E-mail
213. Mecklenburg_
County Where Project is located
Name and Affiliation of Someone Who Can Answer Questions About this Application
Cb. 704-332-1204
Phone Number E-mail
1. Project is ❑ New Modification (of an existing permit) If Modification Permit No,. WQO019809
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. 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 1 Public (skip to Item 8(3)) Private (go to Item 2(a))
2a. If private„ applicant will be. 2b. If sold, facilities owned by a (must choose one
El Retaining Ownership (i.e. store, church, single office, etc.)
❑ Leasing units (lots, townhomes, etc. - skip to Item 8(3))
Selling units (lots, townhomes, etc. - go to Item B(2b*')
Charlotte Mecklenburg Utilities
Owner of Wastewater Treatment Facility (
McAlpine Creek 0OA1 m
Name of WWTF
5a. Charlotte Mecklenburg Utilities 5b. 8"
Owner of Downstream Sewer Receiving Sewer Size
6. The origin of this wastewater is (check all that apply):
Residential Subdivision ❑ Car Wash
❑ Apartments/Condominiums ❑ Institution
❑ Mobile Home Park ❑ Hospital
School ❑ Church
Restaurant 0 Nursing Home
❑ Office ❑ Other (specify):
3c. [e-mail]
Volume of wastewater to be permitted in this project: 79,040 gallons per day
❑ Public Utility (Instruction III)
2'Homeowner Assoc./Developer (Instruction V)
TF) Treating Wastewater From This Project
4b. NC0024970
WWTF Permit No,
Permit Number of Down
m Sewer (if known)
100 % Domestic/Commercial
% Industrial
% Other (specify):
If the permitted flow is zero, indicate why. N/A
0 interceptor Line - Flow will be permitted is subsequent permits that connect to this line
❑ Flow has already been allocated In Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected
PTA n2r61 . r eN.. ti nisi;

K APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
I Z,
0
Q°
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(1)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3).
416 units x 190 gpd/unit
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
8"
7,736
Gravity
ENTER TOTAL LINE LENGTH IN MILES
1.47
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary) N/A
Location ID
(self chosen - as shown on
plans for cross-reference)
Design Flow
(MGD)
Operational Point
GPM c TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator w1ATS; 3-
portable generator wltelemetry; 4-wet well storage)
2. 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? 1
[.7(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 YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No/A
Sedimentation nt"'e and Erosiruyv.A6vi Control �a5 eia Yes ❑ Nc ❑NIA
Stormwater? �p,Jl�ut aturiny styli t11,60(ihft 1 'Yes ❑ No ❑ NIA
011166 `� 51k
PTA rl2l111 -Rp., 1 116/111

CK APP1r1CATION for GRAVITY SEWERS, Pis
ONS, AND FORCE MAINS PAGE 5
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(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 140 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.
Location ID on Map
(self chosen - as shown on
map for cross-reference)
Water Body #1
Name of
Waterbody County River Basin
Reedy Creek Mecklenburg Yadkin
aterbody Stream Waterbody
Index Classification
13-17-8
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant" Certification:
1, Chris Granefli, attest that this application for Kingstree
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
pads 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, 6B, any person who knowingly makes any false statement, representation, or
certification in any appllcatjefl)shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10, 000
as well as -civil p ltiep a $25, 000 per violation.
Ing Gffici
essiona Engineer"s Certification:
I attest that this application for Kingstree 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. 1 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 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 $1 d 000 as well as civil penalties up to $25, 000 per violation.
2a, Steven S. Wilson
Professional Engineer Name
2b. DPR Associates, Inc.
Engineering Firm
2c. 420 Hawthorne Lane
Address
2d, Charlotte
City
2g. 704-332-1204
Telephone
2h, 704-332-1
Facsimile
2i,
e. NC
State
.................
sswllst
E-mail
2f. 28204
Zip
prassociates.net
��© n2/111. _ r��.1

FirTATE OF NORTH CAROLINA
COUNTY OF Mecklenburg Permit No. 1n10,00 l 9 SO 9
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this 23rd day of
October 2003 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
, a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNES SETH:
1. The DEVELOPER is the owner of the certain lands Iying in Mecklenburg County,
upon which it is erecting and will erect dwelling units and other improvements, said development to be
known
as Kin_stree (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 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 Kingstree HOA (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.
b. 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 COMIVIISSION 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 staffof
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.
unDArT. rl01I rYliri, T1,,,.,, 1 ..Fr1

The DEVELOPER shaII 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.
5. 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.
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.
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.
9. The agreements set forth in numbered paragraphs 1, 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 The Mulvaney Group, LTD.
MANAGEMENT COMMISSION
Name ofLOPER
D, By:
Alan W. Klimek, .E., Direct r (Signature)
Division of Water Quality
(Date)
l l / 13/2-003
Chris Granelli, V.P.
Print Name and Title
`°( 63
(Date)
Dnraair. TlCXr ,v r..... -X-n

1 1 /13/03
Permit Number WQ0019809
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.williams
Permitted Flow
0
Facility
Permit Tracking Slip
Status Protect Type
In review Major modification
Version
Permit Classification
Individual
Permit Contact Affiliation
Chris Granelli
1330 East Fourth St Ste
Charlotte NC 28204
Facility Name
Mulvaney Prop -Kingstree Priv.
Location Address
Owner
Major/Minor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
The Mulvaney Group, Ltd.
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Chris Granelli
7301 Carmel Executive Pk
Charlotte NC 28226
Scheduled
Orig Issue App Received Draft Initiated Issuance
04/23/01 10/30/03
Regulated Activities
Condominium
Subdivision
Wastewater collection
Outfall NULL
Public Notice Issue Effective
Requested/Received Events
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number
Current Class Subbasin

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
October 17, 2003
Mr. Steve Wilson
DPR Associates, Inc.
420 Hawthorne Lane
Charlotte, NC 28204
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
KINGSTREE -TAX ID 108-061-03 (REVISED)
Dear Mr. Wilson:
liSCCSIMED
OCT 2 0 2003
DPR ASSOCIATES
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that the discharge from this project does not transmit through areas of SSO concern by
the NCDENR, Division of Water Quality.
Upon completion and acceptance of all necessary sewer lines to serve the subject site, Charlotte -
Mecklenburg Utilities agrees to accept the sewage flow of 79,040 gallons per day (416 units x 190
gpd/unit) from this project 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.
Upon completion and acceptance of all necessary water mains, 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 January 2000,
(WSMP # 00-00251 & PWS ID # 0160010) on file with the Public Water Supply Section of NCDENR.
However, C-MU 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 C-MU system is accepted on a first come,
first served basis.
If you have any questions, please contact me at [phone].
Sincerely,
CHARLOTTE-MECKLENBURG UTILITIES
Ntizi
Steven K. Miller
Engineering, New Services
CHARLOTTE-MECKLENBURG UTILITIES
Engineering Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

'26 527
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH
AND NATURAL RESOURCES
RALEIGH, NORTH CAROLINA.
.4854 ! SW
528 (HARRdS13URG) 529
4 (.)'
MINT HILL, N. C.
N 35©7.5-W8037.5/7.5
1971
PHOTOREVISED 1980
DMA 4854 11 NW —SERIES V842

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