WQ0036237_Regional Office Historical File Pre 2018

NCDENR
Norti Carolina Department of Environment and Natural Resources
Division of Water Duality
Beverly Eaves Perdue Charles Wakild, P, E,
Governor Director
November 21, 2012
Bowman Development Group, Inc.
Mr, Robert Bowman, President
13815 Cinnabar Place
Huntersville, North Carolina 28078
Dee Freeman
Secretary
Subject: Permit No, WQ0036237
Mallory Apartments at Vermillion
Wastewater Collection System Extension
Mecklenburg County, North Carolina
f)ear Mr. Bowman:
In accordance with your application received on November 8,2012. we are forwarding herewith
Permit No.WQ0036237, dated November 21., 2012, to .Bowman Development (3roup, 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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 NCA.0 2T .0403 or any
individual system -wide collection system perrnit issued to the Perinittee.
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 1.2., 1.996, 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 §1.43-215,6A through §143-215.6C, construction of additional or replacement wastewater
collection .facilities, and/or referral of the North Carolina-licen.sed Professional Engineer to the licensing
board.
Mooresville Regional Office 610 East Center Ave,, Suite 301 Mooresville, NC 2811.5
Internet wiiminemwaterqualiniorg Customer Service: 1-877-623-6748
An Equal Opportunity/Affimialive Action Employer - Recycled/10% Pont Consumer Paper
NprthCarolina
Aaturally
Phone i [phone] Fax [phone]

„.„.„
Robert Bowman' t2,
page 2 wett2,2,t 222,00t,
November 21 2212
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 Bowman Development Group, Inc. for the construction and operation of approximately 84,31 linear
feet of 6-inch gravity sewer and the discharge of 1,080 gallons per day of collected domestic wastewater
into The Water and Sewer Authority of Cabarrus County (WSA.CC) and to the Charlotte -Mecklenburg
Utility Department existing sewerage system, pursuant to the application received November 8, 2012,
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
ofPump 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.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of (WSACC). (WSACC) must utilize whatever tracking
tools necessary for planning additions of sewer flow in order to maintain compliance with the
WWTP permitted limits and the WQCS00009 permit requirements.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of Charlotte -Mecklenburg Utility Department (CMU). CMU
must utilize whatever tracking tools necessary for planning additions of sewer flow in order to
maintain compliance with the WWTP permitted limits and the WQCS00001 permit requirements.
The Operational Agreement between the Perrnittee 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 143-215BA to 143-215.6C for violation of or failure to act in
accordance with the terms and conditions of this permit.
The sewage and wastewater collected by this system shall be treated in the Rocky Rker WWTP
(NPDES No.NC0036269) prior to being discharged into the receiving stream,
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 ofthis
permit. This request must be in the form of a written petition, conforming to Chapter -1.50B 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 info anon concerning this matter, please contact Samar Bou-Ghazale at
[phone].
Sincer
for Charles Wakild, P.E.

Robert Bowman
Page 3
- November 21,1u i2
cc: Mooresville Regional Office, Collection System Permit File
Surface Water Protection Central Files
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT (MODIFICATION)
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 21- .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 §143-215.1 C.
1

0
4. This permit shall not' be transferable.- Ii 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 spifls occurriiib outside noirnal business hours may'aiso be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. 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 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 21st day of November, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
4EEEfor Charles Wa P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0036237
3

Fast Track Engineering Certification
Permit No: tjV0.0O36237
November 21, 2012
Owner/WWTP/WQCS
Bowman Development Group, Inc.
13815 Cinnabar Place
Huntersville, NC 28078
PE
Jeffrey D. McCluskey
Mc2 Engineering, Inc.
2110 Ben Craig Drive, Ste 400
Charlotte, NC 23262
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
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Mallory Apartments at Vermillion, a
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:
t
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 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.

0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Perrnittee:
la, Bowman Development Group, Inc.
Full Legal Name (company, municipality, HOA, utility, etc.)
Robert Bowman President
Application Number:
(to be completed by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2T .0l06 (b)
or au
horized signing officials
The legal entity who will own this system is:
0 Individual ❑ Federal 0 Municipality 0 State/County 0 Private Partnership El
Cinnabar Place
ailing Address
h
Ste
1h. 704-875-9704
Telephone Facsimile
2. Project (Facility) Information:
2a. Mallory Apartments at Vermillion
Brief Project Name (permit will refer to this name
Contact Person:
Jeff McCluskey — Mc2 Engineering — Engineer of Record
Name and Affiliation of Someone Who Can Answer Questions A- bout this Application
3b. 704-510-9797 3c. [e-mail]
e. Huntersville
orporation ❑ Other (specify):
City
1 g. 28078
Zip Code
jearnhardtinewv
E-mail
2b. Mecklenburg
liort.com
County Where Project is Lo
ed
Phone Number E-mail
Project is New 0 Modification (of an existing permit
2. Owner is ❑ Public (skip to item B(3))
2a. If private, applicant will be:
Private (go to item 2(a))
2b. If sold, facilities owned by a (mus
Retaining Ownership (i.e. store, church, single office, etc.) o
Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to item B(2b))
0 Public Utility (Instruction C)
0 Homeowner Assoc./Developer (Instruction D)
Water and Sewer Authority of Cabarrus County (WSACC)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Projec
4a. Roocky River Waterwater Treatment Facility
4b. NC0036269
Name of WWTF WWTF Permit No.
5a. Charlotte -Mecklenburg
Utilities
Owner of Downstream
5b. 8" ai Gravity
:Receiving Sewer Size ❑ Force Main 5c. 205-583
Permit #
6. The origin of this wastewater is (check all that apply):
• Residential Subdivision
Apartments/Condominiums
0 Mobile Horne Park
0 School
0 Restaurant
0 Office
O Retail (Stores, shopping centers)
0 Institution
O Hospital
0 Church
❑ Nursing Horne
• Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: 1,080
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
• Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
Downstream Sewer tlnstruction E
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
gallons per day
FTA.12JO7

vPERMIT INFORMATION1 CONTINUED
f '� x
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item, B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
8 Apartments x 135 gpd/unit = 1,080 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
6
84.31
Gravity
11. Summary of Pump Stations wlassociated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow
(MGD)
I Power Reliability Option
Operational Point! 1 - permanent generator w/ATS;
GPM @TDH ! 2 - portable generator w/MTS
i
Force Main Size
Force Main Length
Pump Station Location ID (self chosen -
as shown on plans/map
for reference)
Design Flow
(MGD) ;Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
jlE
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Operational Point
(MGD) GPM @TDH
I
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
1
12.
•
Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Yes ►1 No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13.
Does
Mains
applicable?
1
the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
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
FTA12/07

4. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No
{ Stormwater?
j15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
® N/A
® N/A
❑Yes CI No ®N/A
jCheck if Yes: D and provide details
-vI
11. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, _Robert Bowman , attest that this application for Mallory Apartments
1 understand
and
statement,
include
at Vermillion has
I been reviewed by me and is accurate and complete to the best of my knowledge.
this application are not completed and that if all required supporting documentation
this application package is subject to being returned as incomplete. Note: In accordance
Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
-• 1 certification in any application shall be guilty of a Class 2 misdemeanor, which may
as well as ivil penalties up to $25,000 per violation.
that if all required parts of
attachments are not included,
with North Carolina General
representation, or
a fine not to exceed $10,000
1a. /v/ 0 �
I ing Official Sign ture / ate
.'ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
•. APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
c"- TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z 1
-0.i
H2. Professional Engineer's Certification: (Signature of Design Engineer and Project
U ,,i 1, _Jeffrey D McCluskey , attest that this application for_ Mallory
Name)
Apartments
in the
that
Gravity
the
accordance
package,
143-215.6B,
be guilty
at Vermillion has
•U_, been reviewed by me and is accurate, complete and consistent with the information
r ,,,i and all other supporting documentation to the best of my knowledge. 1 further attest
(r I proposed design has been prepared in accordance with the applicable regulations,
W--;i for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for
O Stations and Force Mains adopted June 1, 2000 and the watershed classification in
Although other professionals may have developed certain portions of this submittal
V _ 1 under my signature and seal signifies that l have reviewed this material and have judged
proposed design. Note: In accordance with NC General Statutes 143-215.6A and
makes any false statement, representation, or certification in any application shall
which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000
engineering plans, calculations,
to the best of my knowledge the
Sewer Minimum Design Criteria
Fast -Track Permitting of Pump
with Division guidance.
inclusion of these materials
it to be consistent with the
any person who knowingly
of a Class 2 misdemeanor
violation.
`'2a. Jeffrey D. McCluskey
.
E c.-
T. n
�T'(C'
�•a,�
i 'F1
5i seillr r `
A IIysr
I Professional Engineer Name
11.,,..°,• Pp
°.
• °°OFESS/Q •may
SEAL �cc
1 29606 s 4
° ` a
° _,,„" ..�:�`M a
• bIf ti i1IiG 6 ; ..4 j
H085111 o i Z II Z.-
NC PE Seal, Signature & Date
2b. Mc2 Engineering, inc.
j_ Engineering Firm _��_
---_-._. __— _ -
2c. 2110 Ben Craig Drive, Suite 400
Mailing Address
�..12e. NC Y � f. �28262�
- 2d.
City
y i--� State j Zip
, 2g.704-510-9797 2h. 704-510-9787 2i. [e-mail] 1
Telephone I Facsimile I E-mail i
FTA12/07

r STATE OF NORTH CAROLIN,A
COUNTY OF _Mecklenburg. Permit No.
DEVELOPERS OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S,143-21.5.1 (di) and entered into this _2nd . day of
October ,. — 2012 , by and between the North Carolina Environmental.
Management Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION;
and Bowman 'Development Group, Inc. , a corporation/general partnership registeredilicensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETE-
1.
The DEVELOPER is the owner of the certain lands lying in _ Mecklenburg. County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Mallory .Apartments at Vermillion (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 he formed or will cause he time of filing of the
.Declaration, the Mallory Apartments at Vermillion (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for th.e 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:
The .DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the CO.MMISS1ON, 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.
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.

rt.
The DEVELOPER 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 coma on 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.
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
MANAGEMENT COMMISSION
_Bowman Development Group, Inc.
Name of DEVELOPER
Bye
(Signature)
Charles Wakild; P.E., Director
Division of Water Quality
(Date)
_Robert Bowman - President
Print Name and Title
(Date)

CLOTTE.
CHARLOTTE-M ECKLENBURG
UTILITY DEPARTMENT
October 31, 2012
Mr. Jeff McCluskey
Mc2 Engineering
2110 ben Craig Drive
Suite 400
Charlotte, NC 28262
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
MALLORY APARTMENTS AT VERMILLION
TAX PARCEL ID# 019-054-89
C-MU TRACKING # 600-12-634
In response to your request, a flow acceptance study of the subject site has been completed and the
following has been determined:
Charlotte -Mecklenburg Utility Department agrees to accept the total gravity sewage flow of 1,080 gallons
per day (8 apartment units x 135 gpd/unit) from this project for transmission to the Rocky River
Wastewater Treatment Plant; NPDES permit number NC0036269, located in Cabarrus County, for
treatment, This acceptance of flow is based on the existing capacity of the designated publicly owned
treatments works, Please see the attached FTSE forms,
Charlotte -Mecklenburg Utility Department 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 tD # 0160010) on file with
the Public Water Supply Section of NCDENR, However, CMU cannot guarantee a constant pressure or
quality of flow,
Charlotte -Mecklenburg Utility Department does not expect any of the above conditions to 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 CMU system is
accepted can a first come first served bads.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. 'lithe appropriate
authorization to construct permits are not obtained and construction has not ,started within one (1) year of
issuance of this mtlow acceptance and payment for any service connection(s) has not been received within
one (1) year of issuance of this flow acceptance, this flow acceptance approval shall be rescinded anda
new flow acceptance request must be made. If you have any questions, please do not hesitate to contact
me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UT!
TY DEPARTMENT
Engineering division • Installation & eveloprnent Services
www.cmuti'Idties.com
700 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax: [phone]

State of North Carolina.
Department of Environrrtent and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE - 10/07)
Jurisdiction Requesting Flow Acceptance for Collection System:
LjCity of Concord.
EjCity of Kannapolis
D I'own of Harrisburg
©Town of lvFt. Pleasant
CiarlotteMecklenburg Utilities
Project Nance, Description, and Number of Lots/Unit:
Name: .Mallmy ,ipartrnents at Vermillion located on Warfield Avenue in Huntersville NC.
Description: 8 ap:arhnentunits _a 135 zpd/unit
What is the quantity of flow that will be discharged? l )8O GPD
Flow type:
Domestic 100 °o ® Commercial ran ❑ Industria
Section I - List the Jurisdiction's pump stations located between the project connection point and
the WSACC Interceptor connection point. (For each existing pump station to be impacted by this
proposed sewer extension project, list each pump station name; approximate pump station firm (design)
capacity and approximate current average'flow (previous 12 months) for each pump station. Include the
proposed flow for this project and other flows that have been approved for the pump station but are not yet
tributary.)
Approx. Capac
MGD
(Finrv'Desi
Approx. Current Avg.
Daily Flow, MGD
Section II, Jurisdiction's Certification Statement:
I, gev $ ccrt,I certify that, to the best of my knowledge, the addition of the volume of wastewater
to be permitted in this project has been evaluated along the rouse the receiving WSACC interceptor and
that the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows or
overburden any downstream pump station en route to the receiving WSACC interceptor. This analysis has
been preformed in accordance with local established policies and procedures using the best available data.
This certification applies to those items listed above in Section I for which, to the best of my knowledge
will not adversely affect the downstream sewer capacity. Signature of this form indicates acceptance of
this wastewater flo
risdictiori 's '/ ni an Qj` rc tti� Si i ttrr
Date

WATER & SEWER AUTHORITY
OE CABARRUS COUNTY
October 25, 2012
Ms. Tarbara Gross
Engineering Assistant - New Services Section.
Charlotte -Mecklenburg Utilities
700 North Tryon Street
Charlotte, NC 28202
Subject. Flow acceptance Request
Sanitary Sewer to Serve Mallory Apartments At'Vern till'on
CMU Job Number 600-12-634
Dear Ms.
1`ltis is arra approval for flow acceptance received by the Wales and Sewer Authority of Cabal -rids
County (WSACC) for Charlotte Mecklenburg Utilities (C1W1Ll) on October 24, 2012. WSA.CC
has or will have capacity at the Rocky River Regional Wastewater Treatment Plant and
a:ppropriatc s.»e v°er interceptors to transport and treat the domestic wastewater from the proposed
project entitled Mallory Apartments at Vermillion located along Wartieid Avenue just east of the
intersection vvith 1luntersvillc-Concord Road in .1lu.ntersvillc. The project will include the
construction of eight apartment units. WSACC agrees to accept 1,f)80 gpd of wastewater from
this ptoject.
Please note that if construction of this project is not started within two (2) years of the date of
this approval, the approval is rescinded and a second request and approval will he required.
Please notify WSACC in ing when construction of this project .is initiated.
If you have any questions, please call me at [phone], extension 228.
cc: harry Shearin, P.E./CMU
Coleman Keefer
Mark ,Lomax
Chad VonC.annon, P.17
Sincerely,
a w4a,
Thomas A. Bach, P.E.
Utility Systems Engineer

State of North Carolina
Department ofEnvirontneni and Natural Resources
Division of Water Quality
Flow TrackingiAcceptance for Sewer Extension Permit Applications
(FTSE —1 0/07)
Tory Apartments at Vertion Project
Section 1. Name cx
stewater treatment facility (WWTF) recc
Rocky River Wastewater Treatment Facility Permit No: NC0036269
E Muddy Creek Wastewater Treatment Facility Permit No: NCO1081621
WWTP facility pert
:d obl
WWT
Total flow for this
Total actual and ob
Percent
ow, MOD
ibuttar to the WWTP, MGD
tool T daily fltt�w, lv
liecific request, MGD
licl Vows to the fac
d Iiow used
26.500
0.869
14.62 (55 17% ofiermit)
58.45c
Section I1_. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
(For each existing pump station to be impacted by this proposed sewer extension project;, list each pump
station name, approximate pump station firm (design) capacity and approximate current average Flow
(previous 12 months) for each pump station. Include the proposed flow for this project and other flows that
have been approved for the pump station but are not yet tributary.)
Pump Station Name:
1PS
Approx. Capacity, MGt)
(Firm/Design)
t Avg.
aD
Sec-tia
ACC Cert
s A; Bach , cet if that, tta the hest of my knowledge, the addition of the
c.r to be permitted in this project has been evaluated along the route from the
connection to the interceptor to the receiving wastewater treatment facility and that the flow from this
project is not anticipated to cause any capacity related sanitary sewer overflows or overburden any
downstream pump station en route to the receiving treatment plant. This analysis has been preformed in
accordance with local established policies sand procedures using the hest available data, This certification
applies to those items listed above in Section 1 and Section 11 for which, to the best of my knowledge, will
not adversely affect the downstream sewer capacity. Signature of this form indicates acceptance of this
wa,ewaats r 11

rth Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT or THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 (919}807-200O
Date: 11/9/2012
Click here to:
View Document Filings j File an Annual Report 1
Print a pre -populated Annual Report Form I Amended A Previous Annual Report
Corporation Names
Name Name Type
NC BOWMAN DEVELOPMENT LEGAL
GROUP, INC.
Business Corporation Information
SOS1D: 0215428
Status: Current -Active
Effective Date: 9/22/1987
Annual Report Due Date:
Citizenship: DOMESTIC
State of Inc.: NC
Duration: PERPETUAL
Annual Report Status: CURRENT
Registered Agent
Agent Name:
Office Address:
Mailing Address:
Principal Office
RUFF JR, THOMAS C
8310 UNIVERSITY EXEC PK
STE 520
CHARLOTTE NC 28262
8310 UNIVERSITY EXEC PK
STE 520
CHARLOTTE NC 28262
Office Address: 13815 CINNABAR PL.
HUNTERSVILLE NC 28078
Mailing Address: 13815 CINNABAR PL.
HUNTERSVILLE NC 28078
Officers
Title: PRESIDENT
Name: ROBERT BOWMAN
Business Address: 13815 CINNABAR PL,
HUNTERSVILLE NC 28078
Stock
Class Shares No Par Value Par Value
COMMON 100000 1
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
3654
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=4963208 11/9/2012

Fr
Permit Number IiN60036237
Central Files: APS SWP
11/21/12
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
'Extensions
Primary Reviewer Permit Contact Affiliation
michael.parker
Coastal SW Rule
Permitted Flow
1080
Facility
Facility Name
Mallory Apartments at Vermillion
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Bowman Development Group Inc
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Robert Bowman
President
13815 Cinnabar PI
Huntersville
Orig Issue
11/21/12
App Received Draft Initiated
11/08/12
Scheduled
Issuance
Public Notice Issue
11/21/12
NC 28078
Effective Expiration
11/21/12
Regulated Activities Re • uested/Received Events
Additional information requested
Additional information received
Apartment complex
Condominium
Wastewater collection
Outfall NULL
Waterbody Name
Stream Index Number Current Class Subbasin

ENGINEERING
Transmittal
Mc2 Engineering, Inc.
2110 Ben Craig Dr.., Ste. 400
Charlotte, NC 28262
Phone [phone]
Fax 704.510,9787
Jeff @Mc2eng.com
To: NCDENR
610 East Center Ave., Ste. 301
Mooresville. NC 28115
Attention: Dee Browder
Project:
704,663.1699
al
ry Apartments at Ver
Project #: 12-031
Date: 11 /2/ 12
For Your
As Requested
For YourApproval.
For Your Review
ion — Huntersville, NC
1 0/3/12 Fast Track Application — Gravity SS
10/3/12 Application p fee of $480
10/3/12 Operational Agreement
10/31/12 . .. u., Downstream, WWTF Flow Tracking
Color USGS Map
10 3/12 Certifications
Comments: het me know if you need any additional information.
errs- y
President
CC:
RE,
P:I12--031 rvlallory Apts\Con.esponder ce1TransniittahNeDE.NR.doe

FAST TRACK SEWER ENGINE
NG CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Bowman Development Group Inc.
W00036237
Mallory Apartments at Vermillion
11/21/2012
RECErVE CDENR/LANK
MOOR PSVI REGIO N AI OFFICE
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation, It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received, A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMrUEE'S CERTIFICATION
the undersigned agent for the Perrnittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permlttee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof,
RbISEL1 IS 11 At,k) rktr7- 9
Printed Name, Title
Signature
ENGINEER'S CERTIFICATION
Date
Jeff McCluskey
, as a duly registered Professional En neer in the State of North Carolina,
having been authorize observe (El periodically, 0 weekly, jiJ full time) the construction of the
project name and location as referenced above for the above Perrnittee 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 02T; the
Division of Water Resources' (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 proressional Engineer's Seal w/signature & date:
Ell Final : Partial (include descriptlon)
Certification Comments/Qualifiers (attach if necessary):
•2•
S9EA601-6 )
a Mc
111111%11

Transmittal
Mc2 Engineering, Inc.
2110 Ben Craig Dr., Ste. 400
Charlotte, NC 28262
Phone [phone]
Fax [phone]
[e-mail]
To: NCDEQ
610 E. Center Avenue
Mooresville, NC 28115
Attention: Cori Tuvia
704-235-2190
Project #: 12-031
Date:
7/23/19
moO 'OU„.,_
For Your Information
As Requested
for Your Approval
For Your Review.
Project: Mallory Apartments at Vermillion
/
Comments: Please contact our office
needed,
Bryan D. Murr
Project Engineer
any additional information is
P:\I2-03y Apt
Corres
rKlence\Tr NC.DEQ) - Ashuilts-07.22.191.,doc