WQ0036838_Regional Office Historical File Pre 2018

NCDEWit
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
at McCrory Thomas Aa Reeder
Governor Director
November 21, 2013
James L. Donaldson, Senior Vice President
Double Oaks Development, LLC
4601 Charlotte Park Drive, Suite 350
Charlotte, NC 28217
Subject: Permit No. WQ0036838
Brightwalk—Phase 5 Multi Family
Wastewater Collection System Extension
Mecklenburg County
Dear Mr. Donaldson:
John E. Skvaria, III
Secretary
In accordance with your application received on November 15, 2013, we are forwarding herewith to
Permit No. WQ0036838, dated November 21, 2013,.to the Double Oaks Development, LLC for the
construction and operation of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations
as specified therein. This cover letter and supplement shall be considered a part of this permit and are
therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this per
Condition 11,4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be responsibility of the Double Oaks Development, LLC to ensure that the as -constructed project
meets the appropriate design criteria and rules, Failure to comply may result in penalties in accordance
with North Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional
Engineer to the licensing board.
If any parts, requirements, or 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 1508 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,
Mooresville Regional ©Mice
Location: 610 East Center Ave. Suite 301 Mooresville, NC 28115
Phone: [phone] Fax: [phone] Customer Service. 11-877-823-6745
Internet www,ncwaterquality.orj
An Equal Opportunity tAffirmative Action ErnphOyxr
One
NNorthCaroli a
Naturally

Double Oaks Development, LLC
WQ0036838
If you need additional information concerning this matter, please contact Sujatha Nagulapally at
235-1699 or via e-mail at [e-mail],
Sincerely,
for Thomas A. Reeder
Division of Water Resources
by Michael Parker
Regional Supervisor
Water Quality Regional Ope
Mooresville Regional Office
Cc: Mooresville Regional Office
Frank McMahan P. E., Engineer, Land Design(e-copy)
Water Resources Central Files
PERCS (e-copy)
ions Section
704)

I
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
Double Oaks Development, LLC
Mecklenburg County
for the construction and operation of approximately 752 linear feet of 6-inch gravity sewer to serve the
Brightwalk- Phase 5 Multi Family project and the discharge of 9,500 gallons per day of collected
domestic/commercial wastewater into the Irwin Creek Wastewater Treatment Facility existing
sewerage system, pursuant to the application received November 15, 2013, and in conformity with 15A
NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this 21st day of November, 2013.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036838

SUPPLEMENT TO PERMIT COVER SHEET
Double Oaks Development, 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 Irwin Creek, Wastewater
Treatment Facility (NC0024945) 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's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions.
I. SPECIAL CONDITIONS
If, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permitted herein, a modification shall be requested for this permit from the Division of
Water Resources to properly allocate the subject wastewater flow.
2. No flow in excess of the quantity permitted herein, 9,500 GPD, shall be made tributary to the subject sewer
system until an application for permit modification for an increase in flow has been submitted to and
approved by the Division of Water Resources.
II. STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection facilities to change
ownership, or there is a name change of the Permittee, a formal permit request shall be submitted to the
Division accompanied by documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request shall be considered on its merits and may or may not be approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials unless
specifically mentioned herein.
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data,

4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 27 .0403. If an individual permit is not required, the
following performance criteria shall be met as provided in 15A NCAC 27.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters, and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (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 28 .0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system.

Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional Office,
telephone number 704 663-1.699, as soon as possible, but in no case more than 24 hours or on the next
working day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this 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.
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 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. 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 fullyexecuted and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected) for any pump stations permitted as part of this project.

IV.Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or yariances to the Minimum Design
Criteria will be reviewed on a case -by -case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After -construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification & activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the fife of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the
licensing board.
10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those as rriay 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: Double Oaks Development, LLC Permit No. WQ0036838
Project: grightwalk —Phase 5 Multi Family Issue Date: 11/21/2013
Complete and submit this form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format, Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria Modifications should be submitted prior to certification..
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
, the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name. Titl
Signature
Date
ENGINEER'S CERTIFICATION
fl Partial ❑ Final
t, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (Lj periodically, El weekly, 0 full time) the construction of the subject project
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
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.
DWR Use Only:
Flow from this pi 'ect is trip

STATE OF NORTH CAROLINA
COUNTY OF Mecklenburg
Permit No. I` `NOOJ�'Jd'
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this day
, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Charlotte Mecklenburg Housing Partnership , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNES SETH:
1. The DEVELOPER is the owner of the certain lands Iying in Mecklenburg County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Bghtwalk Phase 5 Multi -Family (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to
serve the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (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 Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration. .
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 02/03 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 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 shallprovide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration
is fled and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of
the Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year wr
FOR THE ENVIRONMENTAL
MANAGE N \COMMISSION
Charles W I iI I,"P E Director
Division of Water Quality l �leF
(Date)
as indicated by each of the parties named below:
Charlotte Mecklenburg Housing Partnership
Namq of DEVELOP
By:' tt' I
(Signature
Jim Donaldson-Devel
Print Name and Title
FORM: DEV 02/03 Page 2 of 2

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee:
a Double Oaks Development, LLC
Full Legal Name (company, municipality, HOA, utility, etc )
1b. James L. Donaldson, Senior Vice President
Signing Official Name and Title (Please review 15A NCAC 2T ,0
ld
1f.
The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality 0 S
4601 Charlotte Park Drive, Suite 350
Mailing Address
North Carolina
State
0 lh, 704-342-0933
Telephone
704-342-2745
Facsimile
2. Project (Facility) Information:
2a. Brightwalk - Phase 5 Multi -Family
Brief Project Name (permit will refe
Contact Person:
Frank McMahan, Engineer
Name and Affiliation of Someone
3b. 704-333-0325
Phone Number
Project is New ❑ Modification
Application Number:
(to be completed by DWQ) t/
authorized
officials!
e/County ❑ Private Partnership • Corporation ❑
rqvisioN
his name)
Can Answer Que
of an ex
2. Owner is ❑ Public (skip to Item B(3))
If private, applicant will be:
n
Charlotte
City
lg. 28217
Zip Code
.donaldson
E-mail
2b, Mecklenburg
County Where Project is Located
About this Application
3c, fmcmahan@a LandDesign. o
ing permit) If Modifi
E-mail
tion, Permit No.:
Private (go to Item 2(a))
old, facilities awned by a (must choose one
Retaining Ownership (i.estore, church, single office, etc.) or
Leasing units (lots, townhomes, etc. - skip to Item 8(3))
Selling units (lots, townhomes, etc. - go to item B(2b))
Charlotte -Mecklenburg Utilities _
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Irwin Creek WWTP 4b, NC0024945
.��.....�. � � .. ._..�_............_ _ .-..m..w...__
Name of WWWWTF TF'Permit No,
5a.Charlotte-Mecklenburg Utilities '5ILL nch Gravity
Owner of Downstream Sewer Receiving Sewer Size Force Main permit of Downstream Sewer {instruction E)
❑ Public Utility (Instruction C)
Homeowner Assoc.IDevelope
ion D)
6. The origin of this wastewater is (check al
Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
Restaurant
❑ Office
that apply)
❑ Retail (Stores, shopping centers)
[] Institution
❑ Hospital
0 Church
❑ Nursing Home
0 Other (specify):.
Volume of wastewater to be allocated or permitted for this particular project:
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why.
100 % DomesticfCommercia
9/0 Industrial (attach
description.)
(RO. contact your Regional Office
Pretreatment staff)
% Other (specify).
JQ
gallons per day
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T 0303 to determine if a
permit is required)
12I07

9, Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T ,0114 for,
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T 0114 (b) and (c) must be supported with actual water or wastewater use!
data in accordance with 15A NCAC 2T ..0114 (f).
nhomes x 190 (gpd/unit) m 9,500 gpd
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
6 752
Summary of Pump Stations wl assoc
New Gravity or Additlona!
Force Main
New Gravity
d Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow
(MGD)
Operational Point Power Reliability Option
GPM TDH 1 - permanent generator MATS;
2 - portable generator wIMTS
Force Main Size Force Main Length
Pump Station Location ID
Design Flow
(MGD)
chosen - as shown on planslmap for re
Operational Point Power Reliability Option
GPM ©TDH 1 - permanent generator w/ATS; Force Main Size
2 - portable generator wIMTS
Force Main Len
h
Pump Station Location ID
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference
Operational Point Power Reliability Option
GPM rn_TDH t - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator wIMTS
12, WII the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
CJ Yes I&4 No If Yes, permit number of 2nd treatment facility
(RO — if'yes" to B,12 please contact the Central Office PERCS Unit)
Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
Yes a 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
FT'A 1?r07

4. Have the following perrnitslcertifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? E] Yes ❑ No P! NiA
Sedimentation and Erosion Control Plan? I1 Yes ❑ No ❑ NIA
Stormwater? ® Yes ❑ No ❑ N/A
5. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)J involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: Eland provide details
1a
OwnerlPermittee's Certification: (Signature of Signing Official and Project Name)
1, James L. Donaldson , attest that this application for_Brightwalk - Phase 5 has been reviewed by me
and is accurate and complete to the best of my knowledge. I understand that if all required parts of this application are
not completed and that if all required' supporting documentation and attachments are not included, this application
package is subject to being returned as incomplete. Note: in accordance with North Carolina General Statutes 143-
215.6A and 143-215.68, 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
pe alties up yfo 25, 000 per yrolatiofL..--_._
igning Official Signa
ure
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROX
co TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
0
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
TY
1, Frank J, McMahan , attest that this application for Brightwalk - Phase 5 has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations,, Gravity Sewer Minimum Design Criteria for Gravity Sewers
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the proposed design.'
Note: In accordance with NC General Statutes 143-215.6A 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 violation.
2a. Frank J. McMahan
Professional Engineer Name
2b, LandDesign, Inc.
Engineering Firm
223 N. Graham Street
Mailing Address
2d. Charlotte
City
2e. NC 2f. 28202
State Zip
2g, 704-333-0325 2h. 704-332-3246 2i. [e-mail]
Telephone Facsimile E-mail
NC PE Seal Signature & Date
FTAI2/07

CHARLOTTE
CHARLOTTE-M ECKLEN BU RG
UTILITY DEPARTMENT
October 16, 2013
Mr. Mason Greeson
LandDesign, Inc.
223 N Graham Street
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
DOUBLE. OAKS — BRIGHTWALK PHASE 5
TAX PARCEL# 075-113-08, 075-123-01
C-MU TRACKING# 600-13-631
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte -Mecklenburg Utility Department agrees to accept the gravity sewage flow of 9,500 gallons per
day (50 townhome units x 190 gpd/unit) from this project for transmission to the Irwin Creek Wastewater
Treatment Plant; NPDES permit number NC0024945, for treatment. This acceptance of flow is based on
the existing capacity of the designated publicly owned treatment works. Please see attached FTSE form.
Charlotte -Mecklenburg Utility Department agrees to furnish water to the subject project. The water quality
to the subject project is regulated by the State Drinking Water Act Amendments of 1986, and The Water
Supply Management Plan, PWS ID # 0160010, on file with the Public Water Supply Section of NCDENR.
However, C-MUD cannot guarantee a constant pressure or quality of flow,
Charlotte -Mecklenburg Utility Department does not expect any of the above conditions to preclude water
or sewer service to the subject site, However, the applicant should understand that due to the
involvement of other agencies and continuing growth of the water and sewer system, the ability to provide
service for future projects cannot be guaranteed nor reserved. Connection to the Charlotte -Mecklenburg
Utility Department system is accepted on a first come, first served basis.
The applicant should understand that this Vetter is not authorization to construct private water and 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 (1) year of
uan e ofthis fi w acceptance letter: and payment for an service connections has not been received
within f) vear of issuance of this flow acceptance letter, this flow acceptance approval shall be rescinded
and a nes flog' acceptance study must be made. If you have any questions, you may contact me at (704)
432-5801,
y,
a Gross
Engineering Assistant
CHARL©TTE.MECKLENBURG UTILITY DEPARTMENT
Engineering l ivision • Installation & Development Services
www.cmutilities, Ofl
700 North Tryon Street.
Charlotte, NC 28202
Ph: 704/432-5801
Fax: [phone]

'''Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: LandDesign, Inc.
Project Name for which flow is being requested: Double , oaks,. Bright:walk Phase 5
More than one FTSE may be required for a single project if the owner of the WJYTF is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek WWTP
b. WWTP Facility Permit #: NC002497.0, NC0024945, NC0024937
All flows are in MGD
99.0
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f.. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
11.273
66.8.
0.0095
77.011
77.8%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection • point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow, , Obligated Available
Number) MGD MGD MGD ' MGD Flow Capacity***
* The Finn Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
*,Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pi) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the °W\VTP where the Available Capacity is <'O.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
T {^ tjear, Ka 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 wa tewater 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 addenduins for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Page 2 of 6
FTSE 08-13

DER1TA, N.C.
2010

urban design planning civil engin
November 05, 2013
Mooresville Regional DENR Office
Division of Water Quality
610 E. Center Ave.
Mooresville, NC 28301
RE Brightwaik Phase 5 Multi -Family
LandDesign PN: 1013201- (BW1008278)
Dear Sir/Madam,
bra rtdinrt tandsc
hit
Charlotte Mecklenburg Housing Partnership, is in the process of developing and constructing 50
Multi -family lots. It will be served by 752 of 6" PVC. We are estimating 9,500 gallons per day of
gravity sewage. Attached is a letter from CMUD agreeing to accept our flow to the Irwin Creek
WWTP. Also attached are developer's agreement, FTA-12J07 form, and a check for $480.
We respectfully request your review and welcome any questions or comments. Thank you for
your assistance with this project. Please feel free to contact me directly via telephone at
704.376.7777 or email at mgreeson(a�landdesign.com should you have any questions and/or
comments.
Respectfully Submitted,
Mason L. Greeson
Manager
LandDesign Charlotte NC
223 North Graham Street, Charlotte„ NC 28202
V: 704.333,0325 I F: 704.332, 3246
Po Box 36959 Charlotte. NC 28236-6959 223 North Graham Sweet Charlotte, NC 28202 V 704.
784DcicsyBrightw'all Phase 5CPennittinfi;Permili':i"ectn 'Sev er'NCDEN1( Ewa 'F ac
/04376,8235
er.doe

North Carolina Secretary of State Page I of
Account Login Register
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF TAT
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 11/18/2013
Click here to:
View Document Filings I File an Annual Report
Print a Pre -populated Annual Report Fillable PDF Form I Amend A Previous Annual Report
Corporation Names
Name
NC DOUBLE OAKS DEVELOPMENT, LLC
Limited Liability Company Information
Name Type
LEGAL
SOSID:
Status:
Effective Date:
Citizenship:
State of Inc.:
Duration:
Annual Report Status:
Registered Agent
0928511
Current -Active
7/18/2007
DOMESTIC
NC
PERPETUAL
CURRENT
Agent Name:
Office Address:
Mailing Address:
Principal Office
CHARLOTTE-MECKLENBURG HOUSING
PARTNERSHIP, INC.
4601 CHARLOTTE PARK DRIVE SUITE 350
CHARLOTTE NC 28217
4601 CHARLOTTE PARK DRIVE SUITE 350
CHARLOTTE NC 28217
Office Address:
Mailing Address:
Officers
4601 CHARLOTTE PARK DRIVE, SUITE 350
CHARLOTTE NC 28217
4601 CHARLOTTE PARK DRIVE, SUITE 350
CHARLOTTE NC 28217
Title:
Name:
Business Address:
MANAGER
PATRICIA G GARRETT
4601 CHARLOTTE PARK DRIVE, SUITE 350
CHARLOTTE NC 28217
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1987
htip:/Iwww.secretary.state.nc.us/corporations/Corp.aspx7PitemId=8263198 11/18/2013

Central Files: APS SWP
11/20/13
Permit Number WQ0036838
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sujatha.nagulapally
Coastal SW Rule
Permitted Flow
9500
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Brightwalk - Phase 5 Multi -Family
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Double Oaks Development LLC Non -Government
Dates/Events
Owner Affiliation
James L. Donaldson
4601 Charlotte Park Dr
Charlotte NC 28215
Orig Issue
11/20/13
App Received Draft Initiated
11/15/13
Scheduled
Issuance
Public Notice Issue Effective
11/20/13 11/20/13
Regulated Activities Requested/Received Events
Subdivision
Wastewater collection
Outfall NULL
Additional information received
Additional information requested
Expiration
Waterbody Name Stream Index Number Current Class Subbasin