WQ0037969_Regional Office Historical File Pre 2018

I
AVA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
August 20, 2015
Mr. James L. Donaldson, Senior Vice President
Double Oaks Development, LLC
4601 Charlotte Park Drive, Suite 350
Charlotte, NC 28217
Subject: Permit No.WQ0037969
Brightwaik— Phase 7B
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Donaldson:
In accordance with your application received August 12, 2015, we are forwarding herewith Permit
No.WQ0037969 dated August 20, 2015, to Double Oaks Development, 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This permit shall be effective from the date of issuance until rescinded, and shall be subject to the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 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] \ Fax [phone] \ Customer Service 1-877-623-6748
Internet: www.ncwaterqualitv.org
An Equal Opportunity \ Affirmative Action Employer— Made in part by recycled paper

I
Double Oaks Development, LLC
Permit No.WQ0037969
If you need additional information concerning this matter, please contact Ori Tuvia at [phone] or
via e-mail at [e-mail].
Sincerely,
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources, NCDENR
by Michael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDENR
cc: Frank McMahan P.E. (electronic copy)
Barbara Gross (electronic copy)
Regional Office Files
Water Resources Central Files
PERCS (electronic copy)
Page 2 of 8

ATI
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 316 linear feet of 6-inch gravity sewer to serve 17
single family units, and the discharge of 3,230 GPD of collected domestic wastewater into the Charlotte
Water existing sewerage system, pursuant to the application received August 12, 2015, and in
conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted March 4,
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
ecified conditions and limitations contained therein.
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources, NCDENR
By Authority of The Environmental Management Commission
Permit Number: WQ0037969
Permit Issued: August 20, 2015
Page 3 of 8

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 Charlotte Water McAlpine
Creek Wastewater Treatment Facility in accordance with Permit Number NC0024937.
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 March 4, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules..
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECiAL CONDITIONS
This permit shall become voidable unless the agreement between Double Oaks Development, LLC
and Charlotte Water for the collection and final treatment of wastewater is in full force and effect.
[15A NCAC 02T.0304(h)]
2. No flow in excess of the quantity permitted herein, 3,230 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. [15A NCAC 02T.0304lb)]
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 02T10104; G.S 143-21.5.1(d3)j
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 March 4, 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]
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
Page 4 of 8

I
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)1:
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.
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, following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

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 Il 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)]
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:
One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
Page 6 of 8

I
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested
modifications or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis
and each on its own merit. Please note that variances to the Minimum Design Criteria should be
requested and approved during the permitting process prior to construction. After -construction
requests are discouraged by the Division and may not be approved, thus requiring replacement or
repair prior to certification & activation. [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 ali 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 March 4, 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
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(6)]
Page7of8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERM|TTEE: Double Oaks Development, LUC
PERMIT #: VVQ0037969
PROJECT: BriKhtwaUk,Phase 78
ISSUE DATE: August Z0,201S
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 to 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 Perrnhtee is responsible for tracking all partial certifications up
until final certification is received, AFina| [ertificadonIshaU be complete set ofrecord drawings and
design calculations regardless ofwhether partials have been submitted.
PEwxxm7Es^5CEnnF|c4T|Om
|, the undersigned ogentha/thePennittee,herebystatethatthisprojecthasbeencons1ructedpoouamt
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 orportions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CEnnp|Cmr0w
as duly registered Professional Engineerinthe State of North Carolina,
having been authorized to observe U | periodically, [ weekly, �lfull time) the, construction Qfthe
project name and location as referenced above for the above Permittee hereby state that, to the bestof
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; 16ANC4CO2T; the
Division ofWater Resources' (Division) Gravity Sewer Minimum Design Criteria adopted K@arch4, 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 vv/signatune &date:
F-1 Final — Partial (include description
Certification Comments/Qualifiers if necessary):
wCuvVR-Water Quality Regional Operations Section 61UEast Center Avenue, Svhe3Oz Mooresville, NC28Jl5

z
0
•
O
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee:
la. Double Oaks Development, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
lb James L. Donaldson, Senior Vice President
Signing Official Name and Title (Please review 15A NCAC 2T .0
1c. The legal entity who will own this system is:
0 individual 0 Federal 0 Municipality ❑ State/County 0 Private Partnership
1 d. 4601 Charlotte Park Drive
Suite 350
Mailing Address
1 f. North Carolina
State
1 h. 704-342-0933
Telephone
2. Project (Factllttl) lnforrnat(on:
2a. Brghtwalk - Phase 7B
Brief Project Name (permit will refer to this name
3. Contact Person:
3a. Frank McMahan, Engineer
Name and Affiliation of Someon
704-342-2745
3b. 704-333-0325
Facsimile
ho Can Answer
Phone Number
Project is New ❑ Modification
of an existing permit)
2, Owner is 0 Public (skip to Item 8(3))
2a. If private, applicant will be:
Private
Charlotte
Ci
lg. 28217
Application Number:
(to be completed by DWQ)
06 (b) for authorized signing o
Corpori
Zip Code MOORE SVILLE R
jim.donaldsona cmh .o
E-mail'
2b, Mecklenburg
County Where Project is Located
out this Application
3c. fmcmahan c@r7LandDesign,com
E-mail
cation, Permit No.:
go to Item 2(a))
2b. If sold, facilirties owned by a
Retaining Ownership (i.e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
Selling units (lots, townhomes, etc. - go to Item B(2b))
Charlotte Water
O.
ust shoo
❑ Public Utility (Instruction C)
I►:+ Homeowner Assoc./Developer
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Irwin Creek WWTP 4b. NC0024945
OFFICE
netruction D)
Name of WWTF WWTF Permit No.
Charlotte Water `5b. $inch Gravi
Owner of Downstream Sewer Receiving Sewer Size E Force
6. The origin of this wastewater is (check all that apply):
7.
Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
School
Restaurant
❑ Office
5c.
in
Permit # of Downstream Sewer (Instruction
0 Retail (Stores, shopping cente
0 Institution
❑ Hospital
EJ Church
Nursing Home
0 Other (specify):
Volume of wastewater tcs be allofed or to
*Do not include future flows or previously
If the permitted flow is zero, indicate why:
for this particular project:
fitted allocations
100 % Domestic/Commercial
ndustrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
3,230 gallons per day
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.
CI Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 12/07

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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
:
i
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).
17 single family unit x 190 (gpd/unit) = 3,230 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet) -
New Gravity or Additional
Force Main
6
316
New Gravity
0
• p-.
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Z
Design Flow
(MGD}generator
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent p w1ATS;
.2 - portable generator wIMTS
Force Main Size
Force Main Length
Z
I-' PPump
Station Location 1D
(self chosen -
as_ shown
-- -
for_ reference)
INFORIUMA
Design Flow T
(MGD)
Operational Pointl
GPM @TDH
_ _
{ Power Reliability Option
1 - permanent generator w/ATS; .
L 2 - portable generator w!MTS '
_o_n_plans/map
-
Force Main Size
I--
Force Main Length
Tv -
--
H
.ce
PumpStation Location ID _ (self
chosen - as shown on plans/map for reference)
LIS
CO
Design Flow
(MGD)
—^-
Operational Point
GPM @TDH
--_ -
Power Reliability Option
1 - permanent generator w1ATS;
2 - portable generator w!MTS
Force Main Size
Force Main Length
-
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
D Yes ® No If Yes, permit number of 2"d treatment facility
0'13.
(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 0 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
FTA12/07

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14. Have the following permits/certifications been submitted for approval for the system or project to be served?
VVetiandlStream Crossings - General Permit or 401 Certification? ❑ Yes 0 No 0 N/A
Sedimentation and Erosion Control Plan? 0 Yes 0 No ❑ N/A
Stormwater? Yes ❑ No 0 N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] 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: 0 and provide details
la
Owner/Permitt
Certification: (Signature of Signing Official and Project Name)
1, James L. Donaldson , attest that this application for Brightwalk - Phase 78 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 143-215.6B, 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
penaltie up ;4300per-i lion.
Sig ,.' gr'"cial Signature
Date
EN INEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY'`
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC, REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Frank J. McMahan , attest that this application for Brightwalk - Phase 7B 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. i 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 I 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 Firrn
2c. 223 N. Graham Street
Mailing Address
2d. Charlotte
City
2g. 704-333-0325
Telephone
2e. NC 2f. 28202
State Zip
2h. 704-332-3246 2i. [e-mail]
Facsimile E-mail
NC PE Seal, Signature & ©ate
FTA12/07

CHARLOTTE
WLTER
July 22, 2015
Mr. Aaron Wagoner
LandDesign, Inc..
223 N Graham St,
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
DOUBLE OAKS — BRIGHTWALK PH 7B
1233 MOSS STREET
CLTWATER TRACKING# 600-15-619
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte Water (CLTWater) agrees to accept the gravity sewage flow of 3,230 gallons per day (17 single-
family lots x 190 gpd/lot) 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.
CLTWater agrees to furnish water to the subject project. The water quality to the subject project is
regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply Management
Plan, PWS ID # 0160010, on file with the Public Water Supply Section of NCDENR. However, CLTWater
cannot guarantee a constant pressure or quality of flow.
CLTWater 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 CLTWater and sewer system is accepted on a first come,
first served basis.
The applicant should understand that this letter is not authorization to construct private water 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
issuance of this flow acceptance letter: and payment for any service connection(s) has not been received
within (1) year of issuance of this flow acceptance letter. this flow acceptance approval shall be rescinded
and a new flow acceptance study must be made. If you have any questions, you may contact me at (704)
432-5801.
Sincerely,
Barbara Gross
Engineering Assi
Charlotte Water 700 N. Tryon Si, Charlotte, NC 28202 chadottewater.org
6p1 Operated by the City of Charlotte

f3fe'8S10 of Water f •:Sc3tufCr*,4.
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 - Bric htwal.k PH ZB
More than one FTSE may be required for a single project if the owner of the WJi TP 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
b. WWTP Facility Permit #: NC0024970, NC0029945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
Al! flows are in MGD
99.0
9'. 158
67.930
.00323
76,590
77.9%
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 Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page I of 6
FTSE 08-13

U. Certification Statement:
f certify to the best of my knowledge that the addition of
the vo urne of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements. identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and it
plus all attached planning assessment addendums for which l am the responsible party.
Signature oft form ip.dicates acceptance of this wastewater flow.
Signing fix, rcr . ignature Date
Page 2 of 6
i8-1

OakIawn ...-
Cemetera
DERITA, N.C.
2010

PROJECT:
"TO
1015225 BRIGHTWALK PHASE
7B
1015225
Brightwalk 7b Fast Track Sewer
Application
For your approval
NAME
Nikki Trainham
NAME
Barry Love
610 E Center Ave #301
Room # 3323
Mooresville NC 28115
l United States
REMARKS:
Barry,
NCDENR-
Mooresville Regional
Office
r) A.FE;
TRANSKMTTA., Ia):
T ra
8/11 /2015'00(
00006
Courier
[e-mail]
WQR0
E L J`J 0NAL.. OFFICE.
Please find enclosed application, check, developers agreement, capacity
assurance letter, and map for the Fast Track Sewer Application.
Thank you,
Nikki Trainham, EI

' Corporations Division
Page 1 of 1
North Carolina
r inrs F Marshall EPARTM ENT OF THE
ecretary E C RET, RY OF STATE
PO Inc 29822 RRfelf*i. NC 27162u-0622 f,9193 1Th20t10
Click Here To:
Account
Login
Register
View Document Filings File an Annual Report
Amend a Previous Annual Report
Corporate Names
Print a Pre -Populated Annual Report form
Legal: Double Oaks Development, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
0928511
Current -Active
Current
Domestic
7/18/2007
December
NC
Charlotte -Mecklenburg Housing Partnership, Inc.
Reg Office:
Reg Mailing:
Mailing:
Principal Office:
4601 Charlotte Park Drive Suite 350
Charlotte, NC 28217
4601 Charlotte Park Drive Suite 350
Charlotte, NC 28217
4601 Charlotte Park Drive, Suite 350
Charlotte, NC 28217
4601 Charlotte Park Drive, Suite 350
Charlotte, NC 28217
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager: Julie A Porter
4601 Charlotte Park Drive Suite 350
Charlotte NC 28217
http://www.secretary.state.nc.us/Search/profcorp/8263198
8/13/2015

Central Files: APS ^, SWP _
8/20/2015
Permit Number WQ0037969 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
barry.love
Coastal SWRuIe
Permitted Flow
3,230
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Frank J. McMahan
EP
Facility Name
Brightwalk - Phase 7B
Location Address
Owner
Major!Mlnor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Double Oaks Development LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
James L. Donaldson
4601 Charlotte Park Dr
Charlotte NC 28215
Orig Issue
8120/2015
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/12/2015 8/20/2015 8/20/2015
Regulated Activities Requested /Received Events
Subdivision
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasln

ater Resources
1RONMENTAL QUALITY
October 24, 2016
Mr. James L. Donaldson, Senior Vice President
Double Oaks Development, LLC
4601 Charlotte Park Drive, Suite 350
Charlotte, NC 28217
SUBJECT: Final Engineering Certification Acknowledgement
Project: Brightwalk, Phase 7B
Permit No. WQ0037969
Permittee: Double Oaks Development, LLC
County: Mecklenburg
Dear Mr. Donaldson:
AT MCCRORY
Governor
DON ikka. N DER VAART,
&cream,
S. JAY ZIMMERMAN
Director
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on October 18, 2016.
Enclosed is a certification page for your records. A full review of the certification materials may
or may not be conducted. It is assumed that receipt of this certification indicates compliance with
all regulations, design criteria and the permit. However, if a fall technical review is conducted,
you will be notified of any items of non-compliance:
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.ncdenr.org/web/wq/swp/ps/cs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Barry Love
Environmental Specialist
cc: Mr. Frank J. McMahan, P.E.(LandDesign, 223 North Graham Street, Charlotte, NC 28202)
Central Files
MRO
State of North Carolina I Environmental Quality I Water Resources
610 E. Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] Internet www.nedenr.gov

FAST TRACK SEWER
NNEERINC CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Double Oaks Development, LLC
WQ0037969
Brightwalk, Phase 7B
August 10, 2016
This project shall not be considered complete nor allowed to operate r7 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 to 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.
PER CERTIFICATION
Jim Donaldson the undersigned agent for the Pe
has been constructed pursuant to the applicable standards & requir
below has provided applicable design/construction information to the
prepared to operate & maintain the wastewa
Jim Donaldson, Senior VP
Printed Name, Title
NGINEER'S CERTIFICATION
hereby state that this project
e Professional Engineer
Pernrittee, and the Permittee is
portions thereof..
1, Frank McMahan PE as a du l registered Professional En sneer in the State of North
Carolina, having been authorized to observe ( periodically, El weekly, En
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 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 March 4, 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 [1 Partial (include description)
Certificatlon Comments/ uaiifiers (attach If necessary):
NC DW'R — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office
Phone: [phone] FAX: [phone]

1008278 DOUBLE OAKS
MAJOR INFRASTRUCTURE
1008278
10/18/2016
Wastewater Collection System 00191
Extension Brightwalk Phase 7B
For your approval
Ori Tuvia
Mooresville Regional
Office
610 East Center Ave, NCDENR
Suite 301
Mooresville, NC 28115
Frank
Shan
Ori,
MGrogan
Courier
landdesign.com
ori,tuva@ncdenr,gov
Please find the enclosed final certification for the Wastewater Collection
System to serve the Brightwalk Phase 7B, located in Charlotte, NC. If you
need anything else, please let us know,
Thanks,
Maxwell mroi:a
Designer Ch
Charlotte I Washington DO 'Dallas Orlando 1 San Francisco
irr„ annDesmgr I9ic

urban design planning;
223 North
'b
October 18, 2016
land th:is* v t „•:h
Michael Parker
NCDENR
Mooresville Regional Office
610 East Center Ave, Suite 301
Mooresville, NC 28115
Re: Wastewater Collection System Extension
Brightwalk Phase 7B
Mecklenburg County
Permit Number: WQ0037969
LandDesign PN: 1008278
Dear Mr. Parker,
On behalf of the Charlotte Mecklenburg Housing Partnership, we are providing herewith inspection
reports, as built survey, and a final certification for the Wastewater Collection System to serve the
Brightwalk Phase 7B, located in Charlotte, NC.
This final certification package is being submitted to certify the construction and completion of the
Brightwalk Phase 7B sanitary sewer collection system under the fast track permit number WQ0037969.
The project consisted of approximately 306 LF of 6" gravity sewer. Construction of this system was
observed and built within substantial compliance of the permit,
Feel free to give me a call if you have any questions.
Respectfully Submitte
Frank J. McMahan, PE
Principal
LandDesign, Inca
Enclosures
Thar-n Street
333,0325
7013754138
www.Landdesign.com
WashIngton EX:
(wh,rrlohe NC
Da 823TX
Crl:cd-
SEP"; Fr"<r x:15t:0 CA

Project Name: Brightwalk Phase 7B
1014072 C,
Date: August 3, 2016
Present at Site:
Low Pressure
Air Test
Time(Minutes)
William Morris - LDI,
Comments
Signed: William Morris
Manhole
Location
Ex. SSCO to SSCO-706
Pipe Size
6 inch
Pipe
Length
Mandrel
Test
NA
101.2
4 psi for 4 minutes
SSCO-706 to SSCO-705
6 inch
25
NA
4 psi for 4 minutes
SSCO-705 to SSCO-701
6 inch
47.05
NA
4 psi for 4 minutes
SSCO-701 to SSCO-702
6 inch
52.55
NA
4 psi for 4 minutes
SSCO-702 to SSCO-703
6 inch
31.66
NA
4 psi for 4 minutes
SSCO-703 to SSCO=-704
6 inch
47.97
NA
4 psi for 4 minutes