WQ0037341_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, 111
Governor Secretary
Mr. Neil Kapadia
Brookline Residential, EEC
3800 Pomfret Lane
Charlotte, NC 2821 1
Subject
September 18, 2014
Permit No. WQ0037341.
Brookline Apartments
Wastewater Collection System Extension
Mecklenburg County, NC
Dear Mr, Kapadia:
In accordance with your complete application received September 17, 2014, we are fOrwarding herewith
Permit No. WQ0037341, dated September 18, 2014, to Brookline Residential, EEC for the construction
and operation of the subject wastewater collection system extension. This perrnit 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 perrnit and are therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
ConditioDII.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 Brookline Residential., LTC to ensure that the as -constructed project meets
the appropriate design criteria and rules. Failureto 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 15013 of North Carolina General
Statutes, and filed with the Office of ,Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-67'14. Unless such demands are made, this permit shall be final and binding,
1E11 Mali Service Center, Raleigh, North Carolina 27699-1611
Location,: 512 N, Salisbury Si Ralegh, North Carolina 215-14
Phone! 919-607-6300 FAX [phone]
Internet vivivy,nowaterResaurces,orq
An Equal Oppotinily Ah.rnaVve Action Employer

Mr. Neil Kapadia
September 18, 2014
Page Two
If you need additional information concerning this matter, please contact Michael Parker at (704) 235-
2194 or via e-mail at [e-mail].
for Thomas A. Reeder
Division of Water Resources
by Michael L. Parker
Surface Water Protection Supervisor
Mooresville Regional Office
Electronic copy: Steven S. Wilson, P.E.
cc: Mooresville Regional Office, Surface Water Protection Section
Water Resources Central Files
PERCS (e- copy)
Barbara Gross (e-copy)
Willis Horton (e-copy)

r
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
Brookline Residential, LLC
for the construction and operation of approximately 2,167 linear feet of 8-inch gravity sewer to serve the
Brookline Apartments development, and the discharge of 44,200 gallons per day of collected domestic
wastewater into the McAlpine Creek WWTP existing sewerage system, pursuant to the complete
application received September 17, 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.
ermit issued this the 18th day of September, 2014.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037341

SUPPLEMENT TO PERMIT COVER SHEET
Brookline Residential, 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 McAlpine Creek Wastewater
Treatment Facility 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
15A NCAC 2T; the Division of Water Resources (Division) 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., ROO 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
1. If; at any time, the additional wastewater flow vohune 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 property allocate the subject wastewater flow.
2. No .flow in excess of the quantity permitted herein, 44,200 .CiPD, 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
1. 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 Perrnittee, 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; 15.A. NCAC 2T; the Division of Water Resources (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as appii.cabl.e; 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.
3. 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 I5A NCAC 2T ,0403, If an individual permit is not required, the
following performance criteria shall be ,net as provided in 15A NCAC 2T .0403:

I
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 (i.e. 365 days per
year). Pump stations that are connected to a.telemetry system shall be inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -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.
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. Noncompliance Notification:
The Permittee shall report by telephone to a Water Resources staff member at the Mooresville Regional Office,
telephone number [phone], as soon as possible, but in no case more than 24 hours or on the next
working day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any 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 perrnissihle, 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 (800) 858-O36.8 or (919) '733-3300, Persons reporting any of the
above occurrences shall file a spill report by completing and submitting Part 1 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 11 of Form CS-
SSO (or the most current Division approved form) can also be completed to show that the SSO was beyond
control,
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,
7. Per I5A NCAC; 2T_01 ] 6, upon completion of construction and prior to operation of these permitted 'facillities,
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 dorm 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 entityfi 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 followinl;i
One copy of the project construction record drawings (plan &. profile views of sewer lutes & forcemains)
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 defned as the design drawings that are marked up or annotated
with after construction information and ,shorty required butf"ers, separation distances, material changes, etc:
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 tk'ris project.
Changes to the project that do not result in non-compliance' vvtith this permit, regulations, or the Minirunt
Design Criteria should be clearly identified on the record drawings, on the certiitication in the space
provided, or in written sutnunary form.
Prior to Certification (final or Partial.): Permit modifications are required for any changes resulting iut 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 nurn.ber/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,
A copy of the construction record drawings shall be maintained on file by the Perniitt.ee for the life of the
wastewater collection facilities.

rir
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 all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Brookline Residential, LLC Permit No. WQ0037341
Project: Brookline Apartments - Mecklenburg County Issue Date: 09/18/2014
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 re wired for an chap es resultin in non -corn fiance with this omit re ulations or
minimum design criteria. Modifications should be submitted prior to c+rt€fication.
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 hi hl recorxrended that this certification
be sent _in_a manner that provides roof of receipt by the Division.
PERMITTEE'S CERTIFICATION
Io 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
Partial ❑ Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of 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 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
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
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
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions. i
DWQ Use. Only:
Flow from this pa

STATE OF NORTHAROLINA �� �t�3 �`�
COUNTY OF P O(e fl h .1Permit No. /
DEV(( ELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d 1) and entered into this /.. +11 day of
A V (J SI) 2,o i , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
�jf'ool�.��r�' P-e5i oil / / Li (� , a corporation/general partnership registered/licensed to do
business in the State ofNorth Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands Iying in //Irby-IC'I hart. County, upon
which it is erecting and will erect dwelling units and other improvements, said devil opment to be known
as 81-061,4(!l1 e (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.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 hands through filing of a Declaration of Unit Ownership (hereinafter DecIaration), pursuant to Chapter
47C or47F 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 J i i g1cC�QKLIJJE AprgrM&-Jt> HOA (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
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 ofthe 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 1 of 2

4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance dale system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance,
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund he 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 andlor disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this
representative of the parties hereto
FOR THE ENVIRONMENTAL
GEMENUOMMISSION
omas A. Reeder, Director
Division of Water Resources
(Date)
.e7
FORM: DEV 08-13
agreement was executed in duplicate originals by the duly authorized
on the day and year written as indicated by each of the parties named below:
,a5 kG ".. sW5v 9
Name of DEVELOPER
B
(Signature)
/ve,t /c:77.re,"�
Print Name and Title
(Date)
Page 2 of 2

/.
la.
0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Application Number:
(to be completed by DVVR)
X373
Owner/Permittee:
Brookline Residential, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
Neil Kapadia, Owner
Signing Official Name and Title (Please review 15A NCAC 2T .0106.1t) for authorized signing officials)
The legal entity who will own this system is.
El Individual E Federal El Municipality Ej State/County El Private Partnership El Corporation Other (specify).
Q 1d. 3800 Pomfret Ln
U— Mailing Address
lf, NC
State
O ih 704-995-4180 li. 704-972-2699
- Telephone Facsimile
2. Protect (Facility) Information:
..jt 2a Brookline A artments
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Tom Grasse
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-972-2673 3c Torn Brasse@f&soncorn
___ le, Charlotte
City
19. 282.11
Zip Code
1j, snkapadiaA2mail„com
E-mail .
2b. Mecklenburg
County Where Project is Located
Phone Number E-mail
1 Project is El New D Modification (of an existing permit) If Modification, Permit No.:
2, Owner is 0 Public (skip to Item B(3)) Z Private (go to item 2(a))
2a, If private, applicant will be;
0 Retaining Ownership (i,e. store, church, single office, etc.) or
[El Leasing units (lots, townhomes, etc. - skip to Item 8(3))
13 Selling units (lots, townhomes, etc. - go to Item B(2b))
2b. If sold, facilities owned by a (must choose one)
Ej Public Utility (Instruction D)
Z Homeowner AssoODeveloper (Instruction E)
3. _Charlotte-Meckjenburg Utilities_ _ _
Z..... Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
L)
4a. McAlpine VVWTP 4b. NC0024970
Name of WWTF WWTF Permit No
5a. CMUD t5b, 8 tg Gravity },5c, 202-568
,
Owner of Downstream Sewer iReceiving Sewer Size 0 Force Main , Permit # of Downstream Sewern n F
6. The origin of this wastewater is (check all that apply):
LJ Residential Subdivision
El Apartments/Condominiums
Ej Mobile Home Park
0 School
o
Restaurant
D Office
7 Volume of wastewater to be at or
fl Retail (Stores, shopping centers)
0 Institution
ED Hospital
El Church
0 Nursing Home
El Other (specify):
100% Domestic/Commercial
% Industrial
(Attach Description)
% Other
(Attach Description)
ed for this particular project: 44,200 gallons per day
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
1:1 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
D Rehabilitation or replacement of existing sewer with no new flow xpected
(see 15A NCAC 02T 0303 to determine if a permit is required)
FTA 08-13 APPLICATION
Page 4 of 6

Provide the wastewater flowcalculations used in determining the permitted flow in accordance with 15A NCAC 2T2T t4 for
the value in Item B(7) ANDIOR 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).
320 apartments @ 135 gpd + 100 person amenity area @ 10 gpd = 44,200 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8 2,167
z
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
z
Pump Station Location ID
Longitude:
New Gravity or Additional
Force Main
New gravity
z
0
0
(self chosen - as shown on plans/map for reference)
Latitude:
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
Pump Station Location ID:
hosen - as shown on plans/mance)
Longitude: Latitude:
Design Flow Power Reliability Option
(MGD)3perational Point 1 - permanent generator w/ATS; Force Main Size Force Main Length
GPM @TaH 2 - portable generator w/MTS
Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Q Yes No If Yes, permit number of 2"tl 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 Jot the Permitting of bump Stations and ForceI ains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable??
I.dl Yes © No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT Two COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 08-13 APPLICATION Page 5 of 6

14. Have the folio permits/certifications been submitted for approval for the system or project to be served?
Wet/and/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver'
Storrnwaler?
15. Does this
manholes
project Include any high priority Tines
? These t1n s.�vjlt_be consider d t
eck if Yes: 0 and provide details:
Owner/Permittee's Certification: (Signature of
1, Neil Kaoadia
has been reviewed by me and is accrete an«
parts of this application are not completed art
included, this application package is subject to
General Statutes 143-215. ¢A and 14, 3-,215,68,
certification in any application shalt be guilty of
es well as civil penalties up to $25,000 per viola
Signing Ciffieittt Signet: e
1 SA NCAC 02T .f 4
O Yes El No [ NIA
Yes D No ©N/A
[ Yes [J No NJA
IN Yes O No D N/A
aerial lines,
d onceever
Signing Official and Project Name)
, attest that this cheek rtkn for Brookaate Apartments
1 complete to the best of my knowledge. l understand that if all required
d float if all required supporting documentation and attachments are not
being returned es incomplete_ Note: In accordance with North Carolina
any person who knowingly makes any false statement, representation, or
a Class 2 misdemeanor, which may include a fine not to exceed $10,000
Lion.
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
Z TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
n - Wilson ,attest that this application for Bropkline Apartments
been reviewed by me and is accurate, cornplete and consistent with the information in the engineering plans„
ulations, and all other supporting documentation to the best of my knowledge, I further attest that to the best of my
knowledge the proposed design has bean 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 materiels under my signature and seal signifies that f have reviewed this material and have judged it to
be consistent with the proposed design, Note: In accordance with NC General Statutes 143-,215,5A and 143-215.6B, any
person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
, _`4 Cpn�Eh�
2a, Steven 5. Wilson `r"tA CAP
fessionai Engineer Name
2b. Landworks design Group P,A,
Engineering Firm
2c. 7621 Little AvemueSuite 1
Mailing Address
2d. Charlatt 2e. NC 2f. 28226
City State Zip
2g_ 704-841-16fi4 2h. 704-841-1604 2i. swiison landworkspa.com
E-mail
Telephone Facsimile
FTA 08-13 APPLICATION
Page 13of6

a
Statement;
i t" certify to the best of my knowledge that. the addition of
the voluatte ofiwastewater t. a be permitted in this project has been evaluated along the route to the
receiving wastewater treatment Iaciand 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 norn3al 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 Fisted above in Sections 1 and 1.1
plus all attached planning assessment addendunis for which I am the responsible party,
Signature of this form indicates acceptance of this wastewater flow,
2 of 6
VISE 08-I

Submit a planni
Capacity is < 0,
FTSE PI:,ANNING ASSESSMENT AI'DENDUM (PAA)
assessment addendum for each pump station
Pump Station (Natrae crr Number):
Given that,
a. The proportion and amount of Obligated, Not
3 . s °4 and : s
d in Section II where Available
Tributary Daily Flow (C) accounts for
MCI) ofthe Available. Capacity (E) in Purnp Station
Paw Creek ; and that
of activation cif this obligated, not yet tributary capac
1 s 1+ It. I) per year; and that
c. A funded Capital Project that will provide the required planned capacity. namely
"', tr .A "t.ac,renc is in design or under construction we
planned completion in e,r -
d. The following applies:
cMUT Capital
24' fora main. with a .larger 36'° d.iautete,eemain, and a 5 million gallon Cl2 basi at Long Cr k
Pump St: ,g. . 'Long Creek and Paw Creek pump stations. operate as a system u:tinq SCaDA data to
ll
has a]
and/or
7k,
y' approximately
aw Creek
determine the rate of flow delivered from the upstream pump station, Long Creek, to Paw
Creek the downstream facility. Long Creek pump station has the abili.ty to transfer flows
tanks during peak flow events and then meter nut flow to Paw Creek as
to flow equal
flow cond#.t,iars :azl .. In addition, the basin„s for both static na rs.rt. large and result a daily
peaking factor of 2.06 at Paw Creek Pusip Station, which allows the stations to operate
safely
thee. 404 of the firth pumping nat-tanity.
Therefore:
Given reasonably expected conditions and planning information, there is suf1icient justification
to allow this flow to be permitted., without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143--215.670) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
//!
Date
6

BROOKLINE APARTMENTS SITE
NOTES: USGS Color Topo for FTA 08-113
Downstream Sewer Info:
GMUD owned, 8" Gravity SS, Permit #202-568
Open in The National Map Viewer
9/2/14 9:36 AM

Polaris 3G Map Mecklenburg County, North Carolina
Brookline Apartments
Date Printed: 9/2/2014 `t :03:43 AM
port rs pr epare. or t e nventory c rea property wit rn eckle nburg Coiirify and rs comp ed flora repor ed
aps, and other public records and data. Users of this map or report are hereby notified that the aforementioned pu
primary i
or verfication. Mecklenburg County and its mapping contractors assume no legal responsibility for the information canter
ps survey
urces

FORM WSCAS 08-13
WATERSHED CLASS F CATION ATTACHMENT
FOR SEWER SYSTEMS
nt Name
Brookline RAsidential. Lt-C
ProfeeSional trtgineer Name
Steven S. Wilson
Location
ID
T
Pro ect Name
Apartments
ineering Firm Name
prks n Group. PA
River Waterbody Stream Waterbody
Name of Waterbodyl County Basin Index No. Classification
TriltetSty Leng Oteek Mtitt4044-eg
111-12040-5)
1 II unnamed, indicate "unnamed tributary to X", where X is 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 ***
FORM: WSCAS 08-13
Page
f

Landworks Design Group, PA
7621 Little Avenue, Suite 111
Charlotte, NC 28226
Memorandum
Date: September 3, 2014
To: NCDENR
From: Landworks Design Group, PA
Steven S. Wilson, PE
Project: Brookline Apartments
Job* 13046
Re: Brookline Apartments Private Sanitary Sewer Narrative
Telephone: [phone]
Facsimile: 704-841-1604
The proposed Brookline Apartments will be a planned multi family residential apartment
development serving 320 apartment homes including a community clubhouse/pool amenity
area.
This project will consist of approximately 2,167 LF of 8" private gravity sewer and related
appurtenances, which will connect to an existing 8" public gravity sanitary sewer trunk.
The estimated sewage flow from this project is 44,200 GPD based on the following calculations,
320 apartments © 135 gpd + 100 person amenity area @ 10 gpd = 44,200 gallons per day.
Landworks Design Group, P.A.
Steven S. Wilson. PE
P:42Q13 Jnbs113046 Brookline ApartmentsDocurnentsISEWER AND WATER FORMS AND DATA ovate sewer water app/ications4D WQ -
Fast Track Narrative.docx

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: ,and P ks Des±gn Group
Project. Name for which flow is being requested: Brookline
More than one FTSE may he required/or a single prciject if the owner of the is no. es. PLC.
stations along the route qf the proposed wastewater flow,
1. 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. WWII) Facility Permit NC0021970, NC002494 5, NC0024937
c. WWTP facility's permitted flow
Wows are in GD
99.0
d. Estimated obligated flow not yet tributary to the WWTP 10.192
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
7
0_057
77.034
h. Percent of permitted flow used 77,0$
11, Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
1„,ist pump stations located between the project connection point and the WWTP:
(Al (Ft) (C) (D)---(B+C) (E)(A-I))
Design Obligated,
Pump Average Daily A.pprox, Not Yet Total Current
Station Firm Flow** Current Avg., Tributary Flow Plus
(Name or Capacity.* (Firm I pt), Daily Flow. Daily Flow, Obligated Available
Number) MGD MGD MOD MGD Flow Capacity***
Long CreI 1,0,100 1.01sis 0,154 3.622 0.417
Paw Creek 11.300
4.52 4.352
* The Firm Capacity
0.175
ny pump station is defined as the maxi u
-0=007
ped flow
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 is < O.
Page I of 6
)8- 3

Landworks Design Group, P.A.
7621 Little Avenue, Suite 111
Charlotte, NC 28226
Memorandum
Date: September 15, 2014
To: Mike Parker
NCDENR — Mooresville Regional Gffice
610 E. Center Ave.
Mooresville, NC 28115
From: Landworks Design Group, PA
Steven S. Wilson, PE
Project: Brookline Apartments
Job #: 13046
Re: Brookline Apartments Private Sanitary Sewer
Dear Mike,
Telephone, 704-841-1604
Facsimile: 704-841-1604
On behalf of Brookline Residential, LLC, NC we are submitting revised Fast -Track Application (FTA C18-
13) for gravity sewers along with Private Sewer Plans for the construction of "Brookline Apartments"
private sanitary sewer and related appurtenances.
(2) Copies of application FTA 08-13, narrative, operational agreement, flow tracking worksheet,
maps and watershed classification form. Appropriate forms have been signed by Neil Kapadia
We look forward to your favorable review and approval of the proposed construction. Should you have
any questions or if we may aid in your review, please feel free to contact me at 704.841,1604.
Yours very truly,
Landworks Design Group, PA.
Steven S. Wilson, PE
P.42013 Jobs113O46 - Brookline Apartments\Bocuments4SEWER AND WATER FORMS AND OATA1priivafe sewer water a ppllcatrons4DENR
Submittal Memo 9.15.14.docx

Central Files: APS — SWP _
9/18/2014
Permit Number WQ0037341 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
michael.parker
Coastal SWRuIe
Permitted Flow
44,200
Facility
Version Permit Classification
1.00 individual
Permit Contact Affiliation
Facility Name
Brookline Apartments
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Brookline Apartments LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Neil Kapadia
3800 Pomfret Ln
Charlotte
NC 28211
Orlg Issue
9/18/2014
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
9/8/2014 9/18/2014 9/18/2014
Regulated Activities Requested /Received Events
Apartment complex Additional information requested 9/9/14
Condominium Additional information received 9/17/14
Wastewater collection
Out -fall
Waterbody Name Streamlndex Number Current Class Subbasin

RECF V DINCOENB!DWR
FAST TRACK 'ENGINEERING CERTIFICATION
Permittee: Brookline Residential; LLD , Permit No, WQ0037341
Project: Brookline Apartments — Mecklenburg County CEf i E issue Date: 0.9/1812014
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
n odtfications re re t (r d. for anv, changes resuttl in orr o
rninirraurrs dttsirrt criteria, Modifications should be ubrr►ltted trig
d drawings or in written summary form, Permit
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
Pe sent In a maker that provides proof of receipt by the Division
PERMFTTEE'S CERTIFICATION
ij the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuan to the appiicable standards & requirements, the Professional Engineer below has j
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, r,,
.440144(1 ill ii-
Title
S t ts, © Partial Final
I,„ �+ as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (N periodically, 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 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,
NGINEER'
CERTIFICATION
Date
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOW4NG ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
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
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions
DAA,0 Use Offiy:
How from this p•oj, ct is tribui,: rto:

Landworks design Group, P.A.
7621 Little Ave., Suite 111
Charlotte, NC 28226
Transmittal
Date: 5/19/15
To: NCDENR Surface Water Protection Supervisor -Michael Parker
Address: 610 East Center Avenue, Suite 301
Mooresville, NC 28115
Re: Brookline Apartments — Wastewater Collection System Certification
Proj.No:13048
Via: Fedex
Telephone: [phone]
Facsimile: 704-841-1604
RECEI1/EDINCDENPIDWR
21 '015
*OROS
MOORESWDLLE REGIONAL OFFICE
Far Approval As Requested _Return for Corrections
El For Review Approved as Submitted Resubmit Copies for Approval
For Review & Comment j Approved as Noted 0 Submit Copies for Distribution
Copies Date No. Description
1 5%15/15
1 5,114/15
1 5/19/15
1 Page
3 Sheets
Fast Track Engineering, Certification — W00037341
As -Built Plans & Profiles (L-600, 602, 603)
CD w/ PDF of Complete Certification Package
Remarks:
From: Steve Wilson
Cc: