WQ0036997_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and N
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder
Governor Director
ch 11, 2014
Darren Sutton, Manager/Member
Bonterra Builders, LLC
5615 Potters Road
Mathews,NC 28104
Subject: Permit No, W00036997
Steel Gardens Phase II
Wastewater Collection System Extension
Mecklenburg County
Dear Mr, Sutton:
:urai Resources
John E. Skvarla, ill
Secretary
In accordance with your application received on March 06, 2014, we are forwarding herewith to Permit
No. W00036997, dated March 11, 2014, to the Bonterra Builders, 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 and supplement shall be considered a part of this permit and are therefore
incorporated therein by reference,
Please pay particular attention to the following conditions contained within this permit:
Condition 11,4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be responsibility of the Bonterra Builders, LLC 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.
If any parts, requirements, or Iimitations 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..
tvlooresvii Reg ia rtal Office
Location: 610 East Center Ave,, Suite 301 M1ooresviI o, NC 23115
Phone: (704) 663-'16991 Fax: [phone] Custct' er Service: 1-377-623-6748
intemet: �wv w,arawat rouality.ct
An Equal Opportunity T Affirmative Action .Eaoipluyer
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nterraBuilders, LGC
WQ0036997
If you need additional information concerning this matter, please contact Sujatha Nagulapally at (7O4j
663-1699 or via e-mail at [e-mail],
Sincerely,
for Thomas A. Reeder
Division of Water Resources
by Michael Parker
Regional Supervisor
Water Quality Regional operations Section
Mooresville Regional Office
Cc: Mooresville Regional Office
Mathew Mobley, P.E., Design Resource Group (e-copy)
Water Resources Central Files
PERCS

ATA
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
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
Bonterra Builders, LLC
Mecklenburg County
for the construction and operation of approximately 936 linear feet of 8-inch gravity sewer to serve the
Steel Gardens Phase II project and the discharge of 10,260 gallons per day of collected
domestic/commercial wastewater into the Charlotte Mecklenburg Utilities sewerage system, pursuant
to the application received March 06, 2014, and in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this 11`h day of March, 2014.
for Thomas A. Reeder
. Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036997

SUPPLEMENT TO PERMIT COVER SHEET
Bonterra Builders, LLC is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Sugar Creek Wastewater
Treatment Facility (NC0024937) prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 1SA NCAC 2T; the division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; 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.
Construction and operation is contingent upon compliance with the Standard Conditions.
I. SPECIAL CONDITIONS
If, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permitted herein, a modification shall be requested for this permit from the Division of
Water Resources to properly allocate the subject wastewater flow,
2. No flow in excess of the quantity permitted herein, 10,260 GPD, shall be made tributary to the subject sewer
system until an application for permit modification for an increase in flow has been submitted to and
approved by the Division of Water Resources.
II. STANDARD CONDITIONS
This permit is not 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.
2. 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'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 materials unless
specifically mentioned herein.
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data,

4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required, the
following performance criteria shall be met as provided in 15A NCAC 2T .0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters, and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been 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 shall be inspected at least once per
week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. 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.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system.

Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional Office,
telephone number 704 663 -1699, 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 SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shaft 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 [phone], Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most
current Division approved 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. 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.
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,
7. Per i5A 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. 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,
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable, Supporting documentation shall include the following:
One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc,
b. one copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, 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.

IFFr
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design
Criteria will be reviewed on a case -by -case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After -construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification & activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. 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, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the
licensing board.
10. 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.
11. 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.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Bonterra Builders, LLC Permit No. WQ0036997
Project: Steel Gardens Phase It Issue Date: 3/11/2014
Complete and submit this form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
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. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
, the undersigned agent for the Permittee, 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 Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof,
Printed Name, Title
Signature
Date
ENGINEER'S CERTIFICATION
Q Partial J Final
I, , as a duly registered Professional Engineer in the State of North Carolina,
havingbeen authorized to observe periodically,
{� p y, ED weekly, El full time) the construction of the subject 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 02T; 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 materials.
North Carolina. Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
DIVISION OF WATER RESOURCES
WATER QUALITY REGIONAL OPERATIONS SECTION
MOORESVILLE REGIONAL OFFICE
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
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

STATE OF NORTH CAROLINA
COUNTY OF Mecklenburg
Permit No. Vi C1)003tp9! 7
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this 3rd day
of
January 2014 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Bonterra Builders, 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 Mecklenburg County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as steel Gardens Phase 11 (hereinafter the DeveIopment).
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-
2I 5. I 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 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 law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources 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.
FORM: DEV 08-13 Page [ of 2

4. The DEVELOPER shall providein 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 commonelement, 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 Developm.ent'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(i s) 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:
Bonterra Builder, LLC
FOR THE ENVIR.ONMENTAL
AN GE/tENT cOMMISSI Name of DEVELOPER
Thomas A. Reeder, Director
Division of Water Resources
FOR1s4. DEV 08 13
(Signa
2.
(Date)
me and Titi
Page 2 of 2

z
0
z
0
0
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0
4tr.
ai
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD Application Number: kip
(to be completed by DWR) 00
Owner/Permittee:
la Bonterra Builders, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Darren Sutton - Manager/Member
Signing Official Name and Title (Please review 15A NCAC 2T .0106131 for authorized signing officials)
c. The legal entity who will own this system is:
0 Individual 0 Federal 0 Municipality 0 State/County Z Private Partnership 0 Corporation 0 Other (specify):
ld. 5615 Potters Road 1 e. Matthews
Mailing Address City
if NC lg. 28104
State Zip Code
1h. 704-821-8020 11. 704-821-6045 1j.
Telephone E-mail
2, Project (Facility) Information:
2a, Steel Gardens Phase II 2b. Mecklenburg
Brief Project Name (permit will refer to this name)County Where Project is Located
Contact Person:
3a, Matthew Mobley
Name and Affiliation af Someone Who Can Answer Questions About this Application
3b, 704-343-0608 3c Matthew dr9rp,com
Phone Number E-mail
1, Project is New 0 Modification (of an existing permit) If Modification, Permit No.:
Facsimile
2. Owner is 0 Public (skip to item B(3)) Private (go to Item 2(a))
2a. If private, applicant will be:
0 Retaining Ownership (i.e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
Selling units (lots, townhomes, etc - go to Item B(2b))
2b. If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction D)
Homeowner Assoc./Developer (Instruction E)
3. Charlotte Mecklenburg UtilitypepartmentiCMUD)
Owner of Wastewater Treatment Facrlity (WWTF) Treating Wastewater From This Project
4a Sugar Creek Waste Water Treatment Plant 4b. NC0024937
Name of WWTF WWTF Permit No,
5a. CMUD _ 5b. 8 E Gravity 5c
Owner of Downstream Sewer Receiving Sewer Size Force Main Permit # of Downstream Sewer (Instruction F)
6, The origin of this wastewater is (check all that apply),
0 Residential Subdivision
Apartments/Condominiums
O Mobile Home Park
O School
O Restaurant
O Office
0 Retail (Stores, shopping centers)
• Institution
LI Hospital
0 Church
0 Nursing Home
0 Other (specify):
100% Domestic/Commercial
% Industrial
(Attach Description)
Other
(Attach Description)
7 Volume of wastewater be allocpted or permitted for this particular project. 10,260 gallons per day
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
O Pump Station, Outfall or Interceptor Line where flow will be permitted in 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
(see 15A NCAC 02T .0303 to determine if a permit is required)
FTA 08-13 APPLICATION Page 4 of 6

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T 7fl114 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).
NA
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
936
New Gravity or Additional
Force Main
New Gravity
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID: NA
Longitude:
Design Flow
(MGD)
Pump Station Lo
Longitude:
n ID:
(self chosen - as shown on plans/map for referen
Latitude:
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Latitude:
elf chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPM TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12, Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
El Yes © No If Yes, permit number of 2' treatment facility :
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design_ Criteria fer,the Perrnittinaef Pump Stations end Farce Mains
(latest version), the Gravit, Sewer Minimum l es_ign Criteria (latest version) and 15A NCAC Chapter 21 as applicable?
Yes ID 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
FTA 08-13 APPLICATION
Page 5 of 6

14, Have the following permitslcertifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? © Yes [ No N/A
Sedimentation and Erosion Control Plan? Yes © No 0 NIA
Trout Buffer Waiver? Yes © No N/A
Stormwater? rig Yes D No 0 N/A
15, Does this project include any high priority fines (15A NCAC 02T .04O2 I2)) involve aerial lines, si crrls, or In rfe
manholes)? The e Lines will be considered E• h priority and must be co ck
Check it Yes [] and provide details:
OwnerfPermittee's Certification: (Signature of Signing Official and Project Name)
Y f C f7 tit- " f� ?.., , attest that this application for 1? f ...l i f Cik J T? t�— has been
reviewed by me and is accurate and complete to the best of my knowledge. 1 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 143:215,6/l and 143-2155_6B, any person who knowingly makes any false statement, representation, or
certification in any appficall shall be guilty of a Class 2 misdemeanor„ which may include a fine not to exceed $10,000
civil penalties up t��'pr violation.
g Offictial Signature
ENGINEERING DESIGN DOCUMENTS MUST E3E COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITYi
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC= REFER TO 15A NCAC 01 F 3O5
2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1„ Matthew Mobley,attest Mal this application for Steel Gardens Phase I)
_ hes 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 other professionals may have developed certain portions of this submittal package,
inclusion of these materials under my signature and seal signifies that l have reviewed this material and have judged it to
be consistent withthe proposed design. Note: In accordance with NC General Statutes 143.215, A and143-215,6B,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 $10,000 as well as civil penals up to $25,000 per
2a_ l4tatfheMobley
Professional Engineer Name
2ba Design Resource Group
Engineering Firm
2 .2459 Wilkinson Boulevard@ Suite 2fl
2d.
y
2g. 704 w343 b6©8 2h 704.358 3093 2i matthew acdrgrp corn
Telephone Facsimile Email
2e. NC 2f. 28054
FTA 08-1 3 APPLICATION
State Zip
Page 6 of 6
NC PE Seat. Signature & Date

DW
Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Desicrn Resource Group, PA
Project Name for which flow is being requested: steel Gardens Phase II
More than one FTSE may be required for a single project if the owner of the WtV P is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek WWTP
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.0
11.127
66.8
0.01026
76.866
77.6%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations Iocated between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity Ls < 0.
Page I of 6
FTSE 08-13

III. Certification Statement:
I f r tI certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route 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 under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing Offs ial Signature
Page 2 of 6
Date
FTSE 08-13

CH iRLOTft .
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
September 11, 2013
Mr, Matthew Mobley
Design Resource Group, PA
2459 Wilkinson Boulevard
Suite 200
Charlotte, NC 28208
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE.
STEEL GARDENS -- PHASE II
TAX PARCEL# 091-097-01
C-MU TRACKING# 600-13-612
A flow acceptance study of the subject site has been completed and the fallowing has been determined:
Charlotte --Mecklenburg Utility Department agrees to accept the gravity sewage flow of 10,260 gallons per
day (54 single-family lots x 190 gpdflot) from this project for transmission to the Sugar Creek Wastewater
Treatment Pant„ NPDES permit number NC0024937, for treatment. This acceptance of flow is based on
the existing capacity of the designated publicly owned treatments works, Please see attached NC DENR
flow tracking form.
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, PWS ID # 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 on a first come, first served basis.
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, ff the a
a, u horiiz t° n to con t uct emits ar not o fined an on tr ion ha not started within one `t ear of
issuance of this flow acceptance; and a meat for arr se vlc onnectr"on(s) have not been re of ed
rltfrin, 1) year of issuance of this flow gceptance, tfrl flow aooe tame a royal shaft be re efnded and
or�v acre lance re uest must be made. If you have any questions, please do not hesitate
me at t704) 432-5801.
a n
con
Sinc
ely,
Barbara Gross
Engineering Assi
a
CHARLOTTE-tlrtECKLENBURG UTILITY DEPARTMENT.
Engineering Division • Installation & Development Services
www.cm utiliti'es.c©m
700 North Tryon Street
Charlotte„ NC 28202
Ph: 704/432-5801
Fax: [phone]

FORM WSCAS 08-13
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Matthew Mobley
fessional EngineerNarne
Location
ID Name of I!aterbod
Unnamedo r.tttte
Sugar Cruet
Project Name
Steel Gardens Phase II
Engineering Firn Name n._
Design Resource Group
River
Basin
Catawba
4laterbody Stream
dex No.
If unnamed, indicate "unnamed tributary to ,X"°, where Xis the named waterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS 08-13 ***
Waterbody
Classificatio
FORM: WSCAS 08-I3
Page l of I.

USGS 7.5 MINUTE QUADRANGLE
CHARL©I I E EAST, NC
47'30'
design resource group
• landscape architecture
• civil engineering
• urhan design
• land planning
• traffic engineering
• transpnrtan0n planning
245') w3tkirts0n boulevard, scant 200
cl,arloae, Pie 21208
0 304.3.3.0600 € 704 106 3053
RWW.Ci [>$Y[i.4lJnY
Z
Lu
is
z
r
Z0
SCALE NTS
PROJECT a_ 409-002
ORAWN 8Y KY
CHECKED 60 0333
USGS MAP
DATE, DECEMBER 30, 2013
REVISIONS
EXHIBIT 1
Copyr1{ tsk t 'Ztik3 tses
solely for She use
c' uuaci Group. PA "f$tis EsiG
the recltient noted. N
drawing
ird party
accompanying
r modification is
hout
c
the property of Design Resource Group, PA;
orizotion,

4"4
„,1,41,22
VISene,,,Ne
fi
. • „
•••••:,..-" •
ll I
ttttt
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Copyright 2013 lesIsii If aiource Creep, PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group, PA; and ore intended
solely for 'the use of the recipient noted, No third party use or modification is permitted without written authorization,
design resource group
• landscape archilecture
• cool erlyineerin
• urban de,si:yn
• land planning
• traffic r 1g6r1e.erina
• tra n s portation plarinmq
2,459.isAmson Vagevatd, ,tAte, 200
thwietm 2UOg
zo2IX 242,Mos 4.Ase.VIS3
SCAv E Nr
PROJECT 409-002
okAwN
CHt.C2U2142 Fre RANP
STREET MAP
OATE ClF,CEMBER 3 D, 2013
RENISNONS
EXHIBIT 2

design resource group
Date: March 5, 2014
To: Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, North Carolina 281 1 S
From: Tricia Chassen
Re: Private Sewer Application
Job #: 409-002
This application is for a private gravity sewer system for single family
development with 54 dwellings located in City of Charlotte,
Mecklenburg County North Carolina
• 2 Revised FTA 08--1 3 Application
Please let me know if you need anything else. I can be reached at 704-
343-0608.
Sincerely,
Tricia Chassen
Associate
landscape architecture urban des land plane
2459 wiikl 3 on boulevard, suite 200
charlotte, nc 28208
p 704-343-0608 f 704-358-3093

North Carolina Secretary of State Page 1 of 1
Account Login Register
Elaine F Ma s
Secretary
Wadi Carolina
IJEP TM E � Or THE
aC:,r R ,REF RY OF YE. T
S ice ; 22 t t. NG 2?e2Q-0(01:iiWW0.7-2f Q
Date: 3/6/2014
Click here to:
View Document Filings I File an Annual Report I
Print a Pre -populated Annual Report Fillable PDF Form I Amend A Previous Annual Report
Corporation Names
Name Name Type
NC BONTERRA BUILDERS, LLC LEGAL
Limited Liability Company information
SOSID: 0607808
Status: Current -Active
Effective Date: 10/19/2001
Citizenship: DOMESTIC
State of inc.: NC
Duration: PERPETUAL
Annual Report Status: CURRENT
Registered Agent
Agent Name:
Office Address:
SUTTON, DARREN L
5615 POTTERS ROAD
MATTHEWS NC 28104
Mailing Address: 5615 POTTERS ROAD
MATTHEWS NC 28104
Principal Office'
Office Address:
Mailing Address:
Officers/Company Officials
5615 POTTERS ROAD
MATTHEWS NC 28104
5615 POTTERS ROAD
MATTHEWS NC 28104
Title: MANAGER
Name: R DEAN HARRELL
Business Address: 5615 POTTERS ROAD
MATTHEWS NC 28104
Title: MANAGER 1 MEMBER
Name: DARREN SUTTON
Business Address: 5615 POTTERS ROAD
MATTHEWS NC 28104
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
2476
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=5382487 3/6/2014

Central Files: APS _ SWP
3/10/2014
Permit Number WQ0036997 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions 1.00 Individual
Primary Reviewer
sujatha.nagulapaily
Coastal SWRule
Permitted Flow
10,260
Facility
Permit Contact Affiliation
Facility Name
Steel Gardens Phase II
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Bonterra Builders LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Darren Sutton
5615 Potter Rd
Wesley Chapel
NC 28104
Orig Issue App Received Draft Initiated
3/7/2014 3/6/2014
Scheduled
Issuance
Public Notice Issue
3/7/2014
Regulated Activities Requested !Received Events
Apartment complex
Condominium
Wastewater collection
Outfall
Effective
3/7/2014
Expiration
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin