WQ0040369_Regional Office Historical File Pre 2018

FILE
'NORTH CAROLDIA-
October 31, 2018
Mr. Ron Perera, Vice President, Development
Bainbridge-GCA Mallard Creek Owner, LLC
401 Harrison Oaks Boulevard, Suite 250
Cary, NC 27513
Subject: Permit No. WQ0040369
Bainbridge-GCA Mallard Creek Owner, LLC
Bainbridge Research Park
- . •Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Perera:
In accordancewith your application received October 16, 2018 and additional information received
October 29, 2018, we are forwarding herewith Permit No. WQ0040369 dated October 31, 2018, to
Bainbridge-GCA Mallard Creek Owner, LLC (Permittee) for the construction and operation upon
certification 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the date of issuance until rescinded and shall be subject to the conditions and limitations as specified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 the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4:
Condition 11.7:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 02T .0403 or any individual system -wide collection system
permit issued to the Permittee.
Upon completion of construction and prior to operation of these permitted facilities, the
completed Engineering Certification form with checklist attached to this permit shall be
submitted with the required supporting documents to the address provided on the form.
North Carolina Department of Environmental Quality l Division of Water Resources 1 Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 3011 Mooresville. North Carolina 28115
704-663-1699

is
Bainbridge-GCA Mallard Creek Owner, LLC
Permit. No. WQ0040369
Permit modifications are required for any changes resulting in non-compliance with
this permit, regulations, or the Minimum Design Criteria. [15A NCAC 02T.0116]
It shall be the responsibility of the Permittee 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 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 Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
DocuSigned by:
A14CC681AF27425...
for Linda Culpepper
Interim Director, Division of Water Resources
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Matthew Mobley, P.E. (e-copy)
Charlotte Water (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
Page 2 of 8

NORTh
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
Bainbridge-GCA Mallard Creek Owner, LLC
Mecklenburg County
for the construction and operation of approximately 2,120 linear feet of 8-inch gravity sewer to serve 304
apartments, 11 townhome units, and a 134 person pool as part of the Bainbridge Research Park project,
and the discharge of 44,470 gallons per day of collected domestic wastewater into the Charlotte Water
existing sewerage system, pursuant to the application received October 16, 2018 and additional
information received October 29, 2018, 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
Environmental Quality 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.
—DocuSigned by:
•
—A14CC681AF27425...
for Linda Culpepper
Interim Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0040369
Permit Issued: October 31, 2018
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Bainbridge-GCA Mallard Creek Owner, LIC 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 Charlotte Water Mallard Creek
Wastewater Treatment Plant in accordance with Permit Number NC0030210.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 02T; 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 and any Special
Conditions identified below.
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 44,470 gallons per day, 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. [15A NCAC 02T,0304(b)]
This permit shall become voidable unless the agreement between Bainbridge-GCA Mallard Creek
Owner, LLC and Charlotte Water for the collection and final treatment of wastewater is in full force
and effect, [15A NCAC 02T.0304(g)]
II.. STANDARD CONDITIONS
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. [1.5A NCAC 02T.0116-, G,S 143-215.1(d3)]
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions 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 unless specifically mentioned herein. 115A NCAC 02Ts0110]
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [iSA NCAC 02T .0110]
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
Page 4 of 8

operation and maintenance of these facilities as required by 15A NCAC 02T .0403. If an individual
permit is not required, the following performance criteria shall be met:
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.
5. The Permittee shall report by telephone to a water resources staff member at the Region Regional
Office, telephone number (XXX) XXX-XXXX, as soon as possible, but in no case more than 24 hours,
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 550 and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface -water
Page 5 of 8

Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [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, [G.S. 143-215.1C(a I)]
6. 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. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form with checklist 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:
a. 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 applicable design calculations including pipe and pump sizing, velocity,
pump cycle times, and level control settings, pump station buoyancy, wet well storage, surge
protection, detention time in the wet well, and force main, ability to flush low points in force
mains with a pump cycle, and downstream sewer capacity analysis. If a portable power source or
pump is dedicated to multiple stations, an evaluation of all the pump stations' storage capacities
and the rotation schedule of the portable power source or punnp, include travel timeframes, shall
be provided.
c. Changes to the project that do not result n noncompliance 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 but not limited to pipe length changes of 10% or
greater, increased flow, pump station design capacity design increases of 5% or greater, and
Page 6 of 8

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. 115A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the individual permit and construction record drawings shall be maintained on file by the
Permittee for the life of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 02T; the
Division's Gravity Sewer Design Criteria adopted February. 12, 1996 as applicable; the Division's
• " Design Ctite:tia 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. [15A NCAC 02T .0108(b-c)]
11. 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.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. 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 the Division any other Federal, State, or Local
government agencies which have jurisdiction or obtaining other permits which maybe required by the
Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

CERTIFICATION
To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.0116.
Certifying Engineer: _
Certification Review Date:
Project Name: _
VVQOQ Project County:
I) Has permittee information changed since the permit was issued (or last modified): change of mailing address,
change mfownership, transfer from developer toH0A/RJA,etc. --Yes E]No
~ If yes, please provide either u change of ownership form or new contact information. Note that transfer of
permits from the developer to the HOA/POA must occur with the first certification.
2) Have the as -built drawings have been signed, sealed, and dated by an N,C, PE? I 'I Yes I I No
3) Final Engineering certification? LJ Yes __No
� If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, what was previously certified (if mpp|icab|e),and what is left to be certified.
4 Adequate information related tosewer lines: -- Yes ' | No N/A
° Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
e, Minimum diameters for gravity s.ewers are 8-inches for public lines and 6-inches for private lines.
* Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall be4feet (48-inches).
5) Adequate information related to pump stations:
Yes | | No | N/A
Ensure power reliability option was selected per l5A`m[ACO2T.0305(h).
6) Was project construction completed in accordance with all of the following:
|
{
..
* 15AN[A[02T Minimum Design Criteria (MDC) for the permitting of Gravity Sewers (latest version), and MDC
for the Permitting ofPump Stations and Force Mains (latest version)?
|fnot, avariance approval iorequired inaccordance with ISA N[A[Q2T.Ol05(b)'prior tucertification and operation.
° Contact the Contra( Office to discuss the variance to determine a course of action,
• Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent information tothe Central Office (one hard copy, one digital copy).
• The central office will review the variance request' and if upprova6|e' specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter. A copy of the
reissued permit with variance language or the variance letter must he maintained with the oh8loa| documents.
_
7) Does the project contains high ph[� priority �� Yes No
� If yes, ensure that the permit already contains the necessary condition related to high priority lines 1SA NCAC
02T.0403 (a)(S). if the permit does not include this language, the Fast Track reviewer wil I reissue the permit with
the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit (including but not
limited topipe length changes cfIO96orgreater, change inflow, puxnpstation design capadtydesign change of596n,
grepte�and/or change inthe nunnber�ypeofconnections)? -- Yes | No
* if yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior tocertification and operation,
State "eNorthCarolina |En`tro=="Wc*�ty|Water Resources | Water Quality Regional Operations
Mooresville Regional offi""/ammrCenter ^ venue, yu�tem,|Mooresville, North r°roLmzmu

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Bainbridge-GCA Mallard Creek Owner, LLC
PERMIT #: WQ0040369
PROJECT: Bainbridge Research Park
ISSUE DATE: October 31, 2018
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 certificatio`ns 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.
PERMITTEE'S CERTIFICATION
- I, 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
1, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (n periodically, ❑ weekly, ❑ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the following construction:
2,120 linear feet of 8-inch gravity sewer to serve 304 apartments, 11 townhome units, and a 134 person
pool; 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 Professional Engineer's Seal w/signature & date:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality I Water Resources 1 Water Quality Regional Operations
Mooresville Regional Office' 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1599

State of North Carolina.
Department of. Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Applicnbei
All items must be completed or the a
(to he completed h
be returned
APPLICANT INFORMATION:
1. Applicant's name: 3afnbridge-C C':A ,ner, LLCM (company, mualityy, HOA, utility, ete.)
Applicant types Individual Corporation Clerteral'Partnership LJ Privately -Owned 'Public Utilii r
© Federal Q State='CountyMunicipal Other — Gt-G
3. Signature autltiorit °.s name: Ron. Perera per 15ANCAC 02T .0106(1
Citle. Vice President Development
4. Applicant's mailing address: 401 Flarrison. Oa lts Boulevard. Suite 250
City: Cary State: NC Zip: '7513-
5. Applicant's contact information:
Phone number: (919) 451; 209.3 Email Address ertra(it bairnbtt ete, tr
PROJECT INFORM %TION:
1.. Project name: Bainbridge Research Park
� Application Project status:
Proposed (New Permit)
E1 Existing Permit/Project
If a modification, provide the existing permit numb_ r:' Q00 and issued date:
Lftre�wcottstruction but part of a [raster plan, provide the existing permit number: Y O00 —.
3. County where project is located: ,Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.3 19928' Longitude: -8d ,147151"
5. Parcel ID (if applicable). 04713107
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
1. Professional Engineer: Matthew Mobley License Ntsnaber: 034267
k i°tt: Design Resource Group.
Mailing address: 2459 A\`ilkinson Boulevard, Sint,+
City: Charlotte State: NC Zip: 28208-
Phone member: [phone] Email Addtcss' 'lrttthews'<r drtrp.com
W AS''FE\ 'ATER TREATMENT FACILITY (WV%T1) INFOR\1a,TION:
I. Facility Name: Malllard Creek '(1 WTP Permit Number: NC0030210
Ow ner Nacre: Charlotte Water
RECEIVING DOWNSTREAM SEWER INFORMATION Of different Haan 4A`AA''1
I. Permit Number(s): Downstream (Receiving) Sewer Size: _..
System Wide Collection System Permit Numbers? (it'applical�le : 1s1'QCS
Owner aNatne(s).
FIRM: ETA 04-1.

VI. GENERAL REQUIREMENTS
1. tithe Applicant is a Privately -Owned Public Utility", has a Certificate, of Public Convenience and Necessity beei attached?
© Yes ONo
2. lfihe Applicant is a' Developer of lots to be sold, It w a Developer's Operational. Agreement (FORM: DEV) been attached?
If the Applicant is
44 C ri in of vsastessa.
y Owners" A
: (check all that apply';
❑ Residential Owned.
Residential Leased
❑ School .£ preschool, r`
❑ Food and drink lac'
❑ Businesses / offices
Ell Yes ❑No
iption, has an 0'
❑ Yes No
NIA
Eational Anreement {FORM: l).OA) been attached?
NIA
El Retail (stores, centers, malls
❑ Retail with food preparation/
❑ Medical/ dental/ veterinary
El Church
[� Nursing Home
Nature of wastewater : 100 °�`n Domestic/C:'orumercir;
©Jig Commercial
Industrial (See 15A NCAC 2 f° .0103(20))
��.)►Is there a Pretreatment Program in effect?
Ca. Flas a flow" reduction been .approved under
i Lf vest provide a copy of flow reduction approval lettel
'. Summarize wastewater generated by project:
Establishment Type {see I12,'T.0114(f1)
i partrnents
Pool
ones
'AC 02T
❑ Car
❑ Hotel andlor Motels
M. Swimming Pool rClubhouse
❑ Swimming Pool;`Filter. Backwash
❑, Other (Explain in Attachment)
Daily Design How
135 gal/day
10 gal'person
190 gallday
gat
gal/
gall
304
41,040 GPD
134
1310 GPD
(iPD
GPD
GPD
GPD
a See 1SA NCAC 02T .0114(0,(4 (e,)(1) and ( for caveats
dwelling; proposed unknown non-residential development uses: pu
and residential property located south or east of the Atlarnie Intracoastal
in G.SL42A-4).
b Per I5A NCAC 02T .01l4(c), desigi
stablishments not iden'tilied in
determined using available flow data, water using ti'taares, occupancy or opera
a
lude future flows or previously permitte
aTed by project: 44,470 GPI) (per 15A NCAC 02T .0114)
ions
44,470 GPD
(i.e,„ minimum flaw per
ated near high public use areas,
d as vacation rentals as defined
ble 15A'NCAC 02T,01141 shall be
tents, and other measured data.
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where. Bow will he permitted in subsequent permits that connect to this line
El:Flow has already peen allocated in Permit Number:
❑i Rehabilitation or replaces
❑ Other (Explain).
n new flow expected
FORM: ETA 04-16
Page 2 of 5

GRAVITY SEWER DESIGN CRITERIA
Summarize gravity sewer to be permitted:
Size (inches)
Applicable) -
Length (fe
2120
Gravity Sewers):
PVC
r Section 1[ . lfi of the MDC for Permitting of Gravity' Sewers rontttins itafirrrrration related to design criteria
• Section IL I contains information related to r , nimum dopes for gravity sewer(
Oversizfn limes tag meet minimum slope requirement is not allowed and a violation of the MDC
UMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & MDCIPunpStations/Force Mains
).
COMPLETE FOR EACR PUMP STATION INCLUDED IN:THIS PROJECT
l . Pump station number or name:
Approximate Coordinates (Decimal Degrees): Latitude:: Lon rite k Design flow of the pump station: millions gallons per (ay Ginn capacity)
4. Operational point(s) of the pump(s): gallons per mai.nele at feet total dvn tic head (11»1)
5. SSumniarize the force main to be permitted (for this Pump Station):
riches)
Length (feet)
Power reliability in accordance with 15A NCACCl 'l`.0 r(( D:
El Standby power source or pump with automatic
• Required for all pump stations ci
• Must he permanent to facility
Or if the pump station has an average dailv fl
or
average
ivation and telem
A NCAC 02T ,0305(h)
:flow greater than or equal to 15,000 gallons per day
an 15,000 gallons per day:
Portable power source with manual activation, quick-corulection receptacle and telemetry - I5A NCAC 02T
.0305(h.)(1)(C)
lacortable pu ping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T ,0305(h)(1)(C):
i� 1t shall be demonstrated. to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
• If the portable power source or pump is dedicated to multiple pump stations, art
capacities and the rotation schedule oftlte portable power source or pump, including, travel timselrames, shall be provided
in the case ofa multiple station power outage,
uation of all the pump stations' storage
FOR).: FTA 04-16

1X. SETBACKS & SEPARATIONS — (112I ,0200 & 15.A NCAC 02T .0305(t):):
Does the project comply With all separatie ns found in I5A NCAC 02T .0305(f)&_{'g
1 NCAC 02T,0305(f) contains tr tmmum separations that shalt be provided for sewer systems
water tnains
'Water mains
Reclaimed wwa
Reciaittte
d oth
Setback Parameter*
utilities not listed below (vertical)
rtical-water over er sewer includinga in benched
ntal)
d water
(horizon
ed over
Any private or public Water supply source, including any wells, \VS-1 waters ofClass I tar
ss l impounded re.sersDims used as a source ofdrink a water
classified V S (except. Vs S-1 or'WS-V), 13, SA, ORV1F, HQW. tar SB from normal
high water (or tide elevation) and Wetlands see item IX.2)
stream, lake, impoundment., or ground water lowering and surface drainage
ditches
4 n " btaildin foundation
Anv baetnent
Top slope of embankment or cuts of'? toet. or more w°°err
ainta,,e s stetus and i
in_p000ls
Final earth, grade {vertical.)
15r1 NCAC 02T.0305('g) contains alternatives where separatio
Stream classifications can be identified. using the Division's NC Su f
`r' If noncompliance with Q21..0305(f,) or (g), see Section X of'this application
24 inches.
1.8 inches
10 feet
"nches
achieved.
atiotm wvebpage
Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes
Y See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and constrrtction.
As built documents should reference the location of areas effected
Does the project cataaply with setbacks found in the
basin rules per .1 i'C 1 C 02B ,92
t This would include Trout Buffered Stream~ per A. NCAC. 2B4O202
4. Does the project require coweragelauth.ariration under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
Info>rntatic tt can be obtained from the 4400l.& Buffer .Permitting Branch
Does project comply with I SA NCAC 02T.0105(c)(6) (additional. perrnitsicerttfications)?
Yes
® No
Per 1.5A NCAC 02T.0105(c)(4 directly related environmental permits tar c ertification applications a being prrelatta"ed, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation. control plans, storntwater management plans, etc.)
6. Does this project include may sewver collection'e deemed "high -priority,
Per 1SA NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters si
positioned parallel to streanabanks that is subject to erosion that undermines or deteriorates the sewver.
[ Yes 4 No El NIA
if yes, inekude an attachment with details from each Inc.iincluding type (aerial line, sue, material, and beat'
High priorit
doctunentea
11 be inspected by the permittee or its. representative at least once every six..months and inspections
!CAC 02'° `..0403(a)(5) or the permitee's individual System -Wide Collection permit.
1 C)R\'t. PTA 04-16
Page 4 of 5

X. CERTIFIC TIONS:
1. Does the submitted system comply with ISA NCAC 02'I', the l iinimurtt i esi n criteria far tI1 s liming. of Pump Stations
and f ores PVEain,s (latest version), and the Gravity Sewer Minimum Design C riteria (latest vast^siotyl as applicabte"?
MYes ❑No
natise Design Request application (y,^'ADC 10-14) and supporting documents for
ttratrr to submittal of the Fast 'I"rack Application and supporting documents,
If No, complete and submit
review. Approval of the re
Professional. Engineer's C'erti'ticat'ron:
1,
0
s narac from A`plication
attest that this application for
has been reviewed by me and is accurate, complete and consistent vvith the informationsupplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of"nty 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
Mininntm Design Criteria for Gravity Servers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Purn.p Stations and .Force.Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, 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.
NOS In accordance with General Statutes 143-215.6A and 143-21.5.6B, any person who knowingly snakes any false
statement, representation, or certification in any application package shall be guilty of a (,lass 2 misdemeanor, which may
include a fine not to exceed S I0.000, as well as civil penalties up to S25,000 per violation.
North Caroiir
Professional Engineer's seal, signature, and date:
Applicant's C"erttficaticrrt per 15.A NCA( 02T .0106(b).
PE1 Neveurprr
t:.re Authority "s name & title front Applicati
cnt 13.)
hat this applicati
has been revie-saed b}^ the and is accurate and t.ontplete to the hest of my knoss1edge. 1. understand that if all required parts of
this application are nttt eonslaleted and that iequired supporting doeumentatit n and aua.chrnents are not included, this
application package is being returned at; incomplete, 1 understand that any discharge of wastewater from this non -
discharge system to surface slaters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and'ar criminal prosecution..1 will make no claim against the Division of Water Resources should a condition
of this permit be violated. 1 also understand that if all required parts of this application. package are not completed and.' that if
all. required supporting information and attachments are not included, this application package wilt be returned to me as
trmplete,
NOTE — In accordance with C e.rteral Statttte,.s 143-21?,6a ind 143-215,6_Ef, any person who knowingly makes any false
statement, representation, or certification in any' application package shall be guilty of° a Class 2 misdemeanor, which may
include a fine not to exceed S10,000 as swell as civil penalties up to S25,000 per violation_
Signature:
Date:
FOR FTA 01-16
Page 5 of 5

CHARLOTTE
W6TER
October 10, 2018
Mr. Keplinger L. Kent
Design Resource Group, PA
2459 Wilkinson Boulevard Ste. 200
Charlotte, NC 28208
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
BAINBRIDGE TECHNOLOGY SITE
BEN CRAIG DRIVE AND JN PEASE PLACE, CHARLOTTE, NC
CLTWATER TRACKING # 20181381
After an analysis of the sanitary sewer system associated with the proposed design of project
20181381, BAINBRIDGE TECHNOLOGY SITE, it was determine that there is currently sufficient
capacity to accommodate the sewer flow of 44,470 gallons per day (304 units x 135 gpd/unit, 11
units x 190 gpd/unit, 134 persons x 10 gal/person) at the connection point(s) indicated on the
submitted utility plan for transmission to the Mallard Creek Wastewater Treatment Plant; NPDES
permit number NC0030210, for treatment. This acceptance of flow is based upon the existing
capacity of the designated publicly owned treatments works. Please see the attached NCDEQ FTSE
form.
CLTWater 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 NCDEQ.
However, CLTWater cannot guarantee a constant pressure or quality of flow.
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
CLTWater and sewer 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. If the
appropriate authorization to construct permits are not obtained and construction has not .started
within one (2) year of issuance of this flow acceptance study. and payment for any service
connection(s) has not been received within (2) year of issuance of this flow acceptance letter, this
approval shall be rescinded and a new flow acceptance study must be made. If you have any
questions,. you may contact me at [phone].
Sincerely,
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
•
Operated by the City of Charlotte

Late of North Carolina
Department of k:nvironrnental Quality
Division of Water Resources
Flow "Il rnckang/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Design Resource Group, PA
Project Name for which flow is being requested: Bainbridge Research
;%lore than one VISE n° ' be r arjuirec ti
stations along the route cat"the propoased
a single project if the owner
if the 6f74'TP is not responsibleforall pump
Complete this section only if you are the owner of the waste vater treatment plant.
a. WWTP Facility Narne: Mallard Creek WWTP
b. WWTP Facility Permit #: Ncoo3o O
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the
e. WWTP facility's actual avg. flow
Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All Jii wv are in MGD
2.00
P 0.s7g
9.175
0.0445
9,899
82 4
Complete this section lb
proposed wastewater flo
ach pump station you are responsible for along the route of this
l ist pump stations located between the project connection point and the WWTP':
Pump
Station
(Name or
Number)
Capacity, *
MGD
(A) (B) (C) (D)=(B- O A-D)
Design Obligated,
Average Daily Approx. Not Yet Total Current.
Flow** Current Avg, Tributary Flow Plus
(Finn I pfl. Daily Flow, Daily Flow, Obligated Available
MGD MGD IVIGt') Flow Capacity**'
i he 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 stati
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 WW IP where the Available Capacity is < O.
Downstream. Facility Name (Se
Downstream Permit Number:
,er): Unknown
Not Applicable
divided by a peaking
Page l )f' 6

III. Certification Statement:
Keri Cantrell 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.
10/26/2018
Signing Official Signature Date
Page 2 of 6
FTSE 04- 16

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DESIGN
RESOURCE
GROUP
LANDSCAPE ARCHITECTURE
CNIL ENGINEERING
TRANSPORTATION PLANNING
2459 Monson BIN, Eta 2m C 14119. NC 28709
704.3e7.9809
wew.d'4'Ream
BAINBRIDGE RESEARCH PARK
CHARLOTTE, NORTH CAROLINA
W
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cn N
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USGS QUAD MAP
0
PROJECT #: 432-009
DRAWN tier 10(
CHECKED Be: MN
February 7. 20113
REVISIONS:
EX1.0
Copyrlghl02017 Design Resource Group, PA This plan pr drrwlnp And any 9Mumponse19 documents ormlonallona ere flea propene°, pealpnpeeeunx Group, PA: and are lntendpd solely-9rpW use or themppwnl noted_ No Shed pane use of Medificullul is p0mvrted w1NoulwrYdenlWldixollon

ND BASIN M
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LANDSCAPE ARCHITECTURE
CML ENGINEERING
TRANSPORTATION PLANNING
2459 Wllmm, EOM, 01O 200 ChadoOq NC 2@08
724.9/7.0608
rwr.dogry.Wm
BAINBRIDGE RESEARCH PARK
CHARLOTTE, NORTH CAROLINA
STREET MAP
PROJECT #: 432-409
DRAWN BY. tot
CI1Ed1ED BY; MM
February 7, 2018
REVISIONS:
Cepydghl92017 Design RaaauraeGroup• PAThla pion ordrawln2 and any 00omnpanylna doraimonlo or calculation. a,a lho propadyol Damian Reo 1rco Group. PA; and are Intended edalyfor No ma elite re8F.nC noted. No third party uao orn,XJ 1lon bpanNtlad wlawlwslllon a utorlaalion
EX2.0

7
NORTH CAROLINA'S 17 RIVER BASINS
"Discover Your Ecological Address"
dr
DESIGN
RESOURCE
GROUP
LANDSCAPE ARCHITECTURE
CIVIL ENGINEERING
TRANSPORTATION PLANNING
7/59 V/akns0ll GM, Sto 2 C ChmbCs, NG 2W
7O1,3s0.0668
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BAINBRIDGE RESEARCH PARK
CHARLOTTE, NORTH CAROLINA
RIVER BASIN
MAP
0
PROJECT #: 432-009
DRAWN BY.. KK
CHECKEBBY:- MM
February 7, 2018
REVIS IONS:
Copyright 0 201Y Design ReaourcsGroup, PAThla Alan or drinking and anya®npanstnp documents or olculaliona are Na property or [trim Rotuma Group, PA and are Intondad solely ha td use of therodpled noted. No third party cur ormndiltappn Ia sprinted o,I o,I triton avlho,IoUon
EX3.0

State of North Carolina
Department of the Secretary of State
SOSID: 1735067
Date Filed: 8/3/2018 10:51:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C2018 215 00036
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to §57D-7-03 of the General Statutes of North Carolina, the undersigned limited liability company hereby applies for a
Certificate of Authority to transact business in the State of North Carolina, and for that purpose submits the following:
1. The name of the limited liability company is Bainbridge-GCA Mallard Creek Owner, LLC
and if the Iimited liability company name is unavailable for use in the State of North Carolina, the name the limited
liability company wishes to use is
2. The state or country under whose laws the limited liability company was formed is Delaware
3. Principal office information: (Select either a or b)
a. ❑■ The limited liability company has a principal office.
The principal office telephone number: 561-333-3669
The street address and county of the principal office of the limited liability company is:
Number and Street: 12765 W. Forest Hill Blvd., Suite 1307
City: Wellington State: FL ZipCode:33414 County: PALM BEACH
The mailing address, if different from the street address, of the principal office of the corporation is:
Number and Street: same
City: State: Zip Code: County:
b. ❑ The limited liability company does not have a principal office.
4. The name of the registered agent in the State of North Carolina is; Corporation Service Company
5. The street address and county of the registered agent's office in the State of North Carolina is;
Number and Street:2626 Glenwood Avenue, Suite 550
City: Raleigh State: NC Zip Code: 27608 County;
Wake
6. The North Carolina mailing address, if different from the street address, of the registered agent's office in the State ofNorth
Carolina is:
Number and Street: same
City:
State: NC Zip Code: County:
BUSINESS REGISTRATION DIVISION
P.O. BOX 29622 RALEIGH, NC 27626-0622
(Revised July 2017) (Form L-09)

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2,
7. The names, titles, and usual business addresses of the current company officials of the limited liability company are:
(use attachment if necessary) (This document must be signed by a person listed in item 7)
Name and Title Business Address
Bainbridge Manager, LLC, Manager 12765 W. Forest Hill Blvd., Suite 1307
Wellington, FL 33414
S. Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of state or other official
having custody of limited liability company records in the state or country of formation, The Certificate of Existence must he
less than six months old. A photocopy of the certification crinnot be accepted.
9. If the limited liability company is required to use a fictitious name in order to transact business in this State, a copy of the
resolution of its managers adopting the fictitious name is attached.
10. (Optional): Please provide a business e-mail adds Privacy Redaction
The Secretary of State's Office will e-mail the bu It no cost when a document
is filed. The e-mail provided will not be viewable on the website, For more information on why this service is offered, please see
the instructions for this doeument.
11. This application will be effective upon filing, unless a delayed date end/or time is specified:
This the 2nd day of August , 2018
Bainbridg 1-GCA Mallard Creek Owner, LLC
Signature of Company Ofci
Heather Irving, Authorized Representative of Bainbridge Manager, LLC
1Ype or Print Name and Title Manager
Notes:
1. Filing fee is $250. This document must be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION
(Revised July 2017)
P.O. BOX 29622 RALEIGH, NC 27626-0622
(Farm L-09)

Delaware
The First State
Page 1
I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF
DELAWARE, DO HEREBY CERTIFY "BAINBRIDGE—GCA MALLARD CREEK OWNER,
LLC" IS DULY FORMED UNDER THE LAWS OF THE STATE OF DELAWARE AND IS
IN GOOD STANDING AND HAS A LEGAL EXISTENCE SO FAR AS THE RECORDS OF
THIS OFFICE SHOW, AS OF THE SECOND DAY OF AUGUST, A.D. 2018.
AND I DO HEREBY FURTHER CERTIFY THAT THE SAID "BAINBRIDGE—GCA
MALLARD CREEK OWNER, LLC" WAS FORMED ON THE FIRST DAY OF AUGUST,
A.D. 2018.
AND I DO HEREBY FURTHER CERTIFY THAT THE ANNUAL TAXES HAVE BEEN
ASSESSED TO DATE.
7000052 8300
SR# 20185982029
You may verify this certificate online at corp.delaware.gov/authver.shtml
Authentication: 203177847
Date: 08-02-18

North Carolina Secretary of State Search Results Page 1 of 1
• • File an Anneal F ;.port/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
Add Entity to My Email Notification List • View Filings • Print an Amended a Annual Report form • Print a
Pre -Populated Annual Report form
Limited Liability Company
Legal Name
Bainbridge-GCA Mallard Creek Owner, LLC
Information
Sosld: 1735C67
Status: Current -Active
Annual. Report Status: Current
Citizenship: Foreign
Date Formed: 8/3/2018
State of Incorporation:
DE
Registered Agent: Corporation Service Company
Addresses
Mailing Principal Office
12765 W. Forest Hill Blvd., Suite 1307 12765 W. Forest Hill Blvd., Suite 1307
Wellington, FL 33414 Wellington, FL 33414
Reg Office
2626 Glenwood Ave Ste 550
Raleigh, NC 27608
Company Officials
Reg. Mailing
2626 Glenwood Ave Ste 550
Raleigh, NC 27608
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosnc.govlonline_services/search/Business_Registration_Results 10/16/2018

Date.
To
RESOURCE
S
October 15, 2018
Mooresville Regional Office Water Quality Section
,Attention; Barry Love
61 East Center Avenue
Mooresville, North Carolina 28
Reference; Private Sewer Sub
o
a�
36-027 Bainbridge Research
Chris,
Please find attached the following for the Parkwood Residences
Quantity Date Description
1 10/15/2018 Original application
10/15/2018
1 1 /1 /2018
10/15/2018
10115/2018
1 0/15/2018
1 10115/2018
ate
ain relocation
Copy of application
Business Registration
Charlotte Water Flow Acceptance letter
USGS ap
Basin Map
Street Map
1 10/1512018 Check
If you have any questions or require any additional information, please let e know You can contact me
directly at 704,34,3;0608 x 319.
Sincerely;
DESIGN RESOURCE GROUP PA
Kent leplinger
Associate