WQ0041867_Owner (Name Change)_20220218

DocuSign Envelope ID: 2B06D716-97F0-4830-B2C6-6C7F96278489
R.OY COOPER.
Governor
ELIZABETH S. BISER
Secretary
S. DANIEL SMITH
Director
NORTH CAROLINA
Environmental Quality
2/18/2022
Andrea Dirkschneider, Declarant
Redwood Rookery Townhome Association, Inc.
425 E. Catawba Street
Belmont, NC 28012
Subject: Change of Ownership Approval
Permit: WQ0041867
Redwood Rookery at the Vineyards
Mecklenburg County
Dear Ms. Dirkschneider:
Division personnel have reviewed and approved your permit modification request for Permit No.
WQ0041867. This modification is to change ownership from Brookline Homes, LLC to Redwood Rookery
Townhome Association, Inc. and Redwood Rookery Townhome Association, Inc. is now responsible for the
continued operation and maintenance of the subject wastewater collection extension. Our database has
been revised to reflect the ownership change. This cover letter shall be considered a part of this permit and
is therefore incorporated therein by reference.
The Permittee shall maintain compliance with its individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0400 and G.S 143-215.9B. If you
have any other questions regarding this matter, please contact Kristin Litzenberger at [phone]
[email: [e-mail]].
Sincerely,
1- DocuSigned by:
hotAltlate
"-C464531431644FE...
for S. Daniel Smith, Director
Division of Water Resources, NCDEQ
enclosures: Permit No. WQ0041867
.0403 supplement
Operational Agreement
cc: Mooresville Regional Office, Water Quality Regional Operations Section
Municipal Permitting Unit Files (electronic copy)
NORTH
oewrtmoot or Envimemmmi oeei`
North Carolina Department of Environmental Quality Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
919.707.9000

DocuSign Envelope ID: 2B06D716-97F0-4830-B2C6-6C7F96278489
STATE OF NORTH CAROLINA
wQo°
COUNTY OF Mecklenburg Permit No. 41867
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this 15 day of
February 2022 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Brookline Homes. LLC , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Mecklenburg County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Redwood Rookery Townhomes (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S.
143-215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C 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 Redwood Rookery Townhome Association, Inc. (hereinafter Association), a
non-profit corporation organized and existing under and by the virtue of the laws of the State of North
Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties hereto,
the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER'S
successor.
FORM: DEV 01-20 Page 1 of 2

DocuSign Envelope ID: 2B06D716-97F0-4830-B2C6-6C7F96278489
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 of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element, which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance funds allocated for the facility and shall be part
of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction, repair,
and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for special
assessments to cover such necessary costs. There shall be no limit on the amount of such assessments, and
the Declaration and Bylaws shall provide that such special assessments can be made as necessary at any
time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall provide
in the Association Bylaws that the Association shall not enter into voluntary dissolution without first having
transferred its said system and facilities to some person, corporation or other entity acceptable to and
approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs I, 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
Assoc iation.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
tMv110410eORMENT COMMISSION
ItiLi a t illLotnit,kt e
'-C464531431644FE...
S. Daniel Smith, Director
for
Division of Water Resources
2/18/2022
Brookline Homes, LLC
Name DEVEL R
By:
(Signature)
Andrea Dirkschneider, Manager
Print Name and Title
2/15/2022
(Date) (Date)
FORM: DEV 01-20 Page 2 of 2

DocuSign Envelope ID: 2B06D716-97F0-4830-B2C6-6C7F96278489
15A NCAC 02T .0403 PERMITTING BY REGULATION
(a) Collection systems having an actual, permitted or Division approved average daily flow less than
200,000 gallons per day are deemed permitted pursuant to Rule .0113 of this Subchapter provided
the system meets the criteria in Rule .0113 of this Subchapter and all specific criteria required in this
Rule:
(1) The sewer system is 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.
(2) A map of the sewer system has been developed and is actively maintained.
(3) An operation and maintenance plan including pump station inspection frequency,
preventative maintenance schedule, spare parts inventory and overflow response has been
developed and implemented.
(4) Pump stations that are not connected to a telemetry system (i.e., remote alarm system) are
inspected by the permittee or its representative every day (i.e., 365 days per year). Pump
stations that are connected to a telemetry system are inspected at least once per week.
(5) High -priority sewers are inspected by the permittee or its representative at least once every
six -months and inspections are documented.
(6) A general observation by the permittee or its representative of the entire sewer system is
conducted at least once per year.
(7) Overflows and bypasses are reported to the appropriate Division regional office in
accordance with 15A NCAC 02B .0506(a), and public notice is provided as required by G.S.
143-215.1C.
(8) A Grease Control Program is in place as follows:
(A) For publicly 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 for new
construction and retrofit, if necessary, of 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.
(B) For privately owned collection systems, the Grease Control Program shall include at
least biannual distribution of grease education materials to users of the collection
system by the permittee or its representative.
(C) Grease education materials shall be distributed more often than required in Parts
(A) and (B) of this Subparagraph if necessary to prevent grease -related sanitary
sewer overflows.
(9) Right-of-ways and easements are maintained in the full easement width for personnel and
equipment accessibility.
(10)Documentation shall be kept for Subparagraphs (a)(1) through (a)(9) of this Rule for a
minimum of three years with exception of the map, which shall be maintained for the life of
the system.
(b) Private collection systems on a single property serving an industrial facility where the domestic
wastewater contribution is less than 200,000 gallons per day shall be deemed permitted.
(c) The Director may determine that a collection system should not be deemed to be permitted in
accordance with this Rule and Rule .0113 of this Subchapter. This determination shall be made in
accordance with Rule .0113(e) of this Subchapter.
History Note: Authority G.S. 143-215.1(a); 143-215.3(a); 143-215.9B;
Eff. September 1, 2006.

DocuSign Envelope ID: 2606D716-97F0-4830-B2C6-6C7F96278489
ROY COOPER
Goverrnor
MICHAEL S. REG P N
SerrNaary
S. DANIEL SMITH
airecror
Mr. Scott Dirkschneider
Brookline Homes, LLC
425 E. Catawba Street
Belmont, NC 28012
NORTH CAROLINA
Environmental Quality
August 11, 2020
Subject: Permit No. WQ0041867
Brookline Homes, LLC
Redwood Rookery at the Vineyards
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Dirkschneider:
In accordance with your application received July 31, 2020, we are forwarding herewith Permit No. WQ0041867
dated August 11, 2020, to Brookline Homes, 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: 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.
Condition 11.7: 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. 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
1".4:Cr)
a
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

DocuSign Envelope ID: 2B06D716-97F0-4830-B2C6-6C7F96278489
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,
1— DocuSigned by:
"— A14CC681 AF27425...
for S. Daniel Smith
Director, Division of Water Resources
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Enclosure: Operational Agreement
cc: Robert E. Tripp, IV, P.E. (e-copy)
Brookline Homes, LLC (e-copy)
Charlotte Water (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
Page 2 of 10

DocuSign Envelope ID: 2B06D716-97F0-4830-B2C6-6C7F96278489
NcwrH L:A2D_INA.
Enurronmen ut Clual iy
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
Brookline Homes, LLC
Mecklenburg County
for the construction and operation of approximately 285 linear feet of 6-inch gravity sewer and
approximately 1,692 linear feet of 8-inch gravity sewer as part of the Redwood Rookery at the Vineyards
project, and the discharge of 14,820 gallons per day of collected domestic wastewater into the Charlotte
Water existing sewerage system, pursuant to the application received July 31, 2020, 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:
`—A14CC681 AF27425...
for S. Daniel Smith
Director, Division of Water Resources
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
By Authority of The Environmental Management Commission
Permit Number: WQ0041867
Permit Issued: August 11, 2020
Page 3 of 10

DocuSign Envelope ID: 2B06D716-97F0-4830-B2C6-6C7F96278489
SUPPLEMENT TO PERMIT COVER SHEET
Brookline Homes, 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 Charlotte Water McAlpine Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024970.
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.
I. SPECIAL CONDITIONS
1. No flow in excess of the quantity permitted herein, 14,820 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)]
2. This permit shall become voidable unless the agreement between Brookline Homes, LLC and Charlotte
Water, for the collection and final treatment of wastewater is in full force and effect. [15A NCAC
02T.0304(g)]
3. The Operational Agreement between the Permittee and the Environmental Management Commission
is incorporated herein by reference and shall be a condition of this permit. Noncompliance with the
terms of the Operational Agreement shall subject the Permittee to all sanctions provided by North
Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to act in accordance
with the terms and conditions of this permit. [15A NCAC 02T.0115]
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 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. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable;
and other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
Page 4 of 10

DocuSign Envelope ID: 2B06D716-97F0-4830-B2C6-6C7F96278489
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A 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 operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
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
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 26.0506(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.
Page 5 of 10

DocuSign Envelope ID: 2B06D716-97F0-4830-B2C6-6C7F96278489
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 Mooresville
Regional Office, telephone number [phone], 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 SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this 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 (919)
733-3300. 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 11 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(a1)]
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 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.
Page 6 of 10

DocuSign Envelope ID: 2B06D716-97F0-4830-B2C6-6C7F96278489
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 pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the
certification in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including but not limited to pipe length changes of 10% or
greater, increased flow, pump station design capacity design increases of 5% or greater, and
increases in the number/type of connections), regulations, or the Minimum Design Criteria.
Requested modifications or variances to the Minimum Design Criteria will be reviewed on a case -
by -case basis and each on its own merit. Please note that variances to the Minimum Design Criteria
should be requested and approved during the permitting process prior to construction. After -
construction requests are discouraged by the Division and may not be approved, thus requiring
replacement or repair prior to certification & activation. [15A 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 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 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.
[15A NCAC 02T .0104; 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
Page 7 of 10

DocuSign Envelope ID: 2B06D716-97F0-4830-B2C6-6C7F96278489
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 8 of 10

DocuSign Envelope ID: 2B06D716-97F0-4830-B2C6-6C7F96278489
LLB K 1 it'CATION CHECKLIST
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:
WQ00 Project County:
1) Has permittee information changed since the permit was issued (or last modified): change of mailing address,
change of ownership, transfer from developer to HOA/POA, etc. n Yes n No
• If yes, please provide either a 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? n Yes n No
3) Final Engineering certification? n Yes n No
• If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, what was previously certified (if applicable), and what is left to be certified.
4) Adequate information related to sewer lines: n Yes n No n N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers 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 be 4 feet (48-inches).
5) Adequate information related to pump stations: n Yes n No n N/A
• Ensure power reliability option was selected per 15A NCAC 02T.0305(h).
6) Was project construction completed in accordance with all of the following: n Yes n No n N/A
• 15A NCAC 02T, Minimum Design Criteria (MDC) for the permitting of Gravity Sewers jlatest version), and MDC
for the Permitting of Pump Stations and Force Mains (latest version)?
If not, a variance approval is required in accordance with 15A NCAC 02T.0105(b), prior to certification and operation.
• Contact the Central 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 to the Central Office (one hard copy, one digital copy).
• The central office will review the variance request, and if approvable, 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 be maintained with the original documents.
7) Does the project contain high priority lines (15A NCAC 02T .0402(2))? ❑ Yes ❑ No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5). If the permit does not include this language, the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Permit modifications required for any changes resulting in non-compliance with this permit (including but not
limited to pipe length changes of 10% or greater, change in flow, pump station design capacity design change of 5% or
greater, and/or change in the number/type of connections)? ❑ 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 to certification and operation.
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

DocuSign Envelope ID: 2B06D716-97F0-4830-B2C6-6C7F96278489
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Brookline Homes, LLC
PERMIT If: WQ0041867
PROJECT: Redwood Rookery at the Vineyards
ISSUE DATE: August 11, 2020
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation.
It should be submitted in a manner that documents the Division's receipt. Send the required
documentation the Regional Supervisor, Water Quality Regional Operations Section at the address at
the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
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
I, , 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
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:
285 linear feet of 6-inch gravity sewer and 1,692 linear feet of 8-inch gravity sewer; 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):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]