WQ0038649_Regional Office Historical File Pre 2018

Water Resources
ENVIRONMENTAL. QU,ALO1Y
August 16, 2016
Todd Terwilliger, Manager
TAC Kee Court LLC
2100 Powers Ferry Road, Suite 350
Atlanta, GA 30339
DONALD R. VAN DER VAART
Secretwy
S.JAY ZIMMERMAN
Director
Subject: Permit No. WQ0038649
TAC Kee Court LLC
Kee Court Town homes
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr, Terwilliger:
In accordance with your application received August 3, 2016, we are forwarding herewith Permit No.
WQ0038649 dated August 16, 2016, to TAC Kee Court 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from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified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 I1,1: 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 Perrnittee.
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.
State of North Carolina ttc eoortzenta1 Ali , I' dates R ra
Mooresville Regional OtriceI 610 East Center Avenue, Suite
704 663 1699
ality Regional Operations
Re, North Carolina 28115

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Jeremy !card, P.E. (e-copy)
Barbara Gross (e-copy)
Tomrny Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
Page 2 of 8

Environmental
Quality:
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 ishereby -granted .to
TAC Kee. Court LLC
Mecklenburg. County
for the construction and operation of approximately 535 linear feet of 8-inch gravity sewer, to serve 36
townhorrie units, as part of the Kee Court Townhomes project, and the discharge of 6,840 gallons per day
of collected domestic wastewater into 'the Charlotte Water existing sewerage system, pursuant: to the
application received August 3, 2016, and in conformity with 15A-NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 11996, as applicable; the, Division's Minimum Design
Criteria' for the. Fast -Track Permitting of Pump. Stations and Force Mains adopted -June 1, MOO, 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 '" s.contained therein.
by W: Corey Basinger, Regional Supervisor
• Water Quality. Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038649
August 16, 2016 -
Permit issued:
Page 3 of

SUPPLEMENT TO PERMIT COVER SHEET
TAC Kee Court 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 Irwin Creek
Wastewater Treatment Plant in accordance with Permit. Number NC0024945.
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 and any Special
Conditions identified below.
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 6,840 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.0304(b)]
2. This permit shall become voidable unless the agreement between TAC Kee Court LLC and Charlotte
Water for the collection and final treatment of wastewater is in full force and effect. [15A NCAC
02T.0304(h)]
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. [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]
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 4of8

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)j:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (Le. 365
days per year): Pump stations that are connected to a telemetry' system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g.
Overflows and bypasses shall be reported to the appropriate Division regional office'in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing`establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
d. 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 toknown orunknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage orbreakage, etc.;or
b. Any SSOand/or spill over I^008gallons; or
c. Any 33Oand/or spill, regardless ofvolume, that reaches surface water
Voice mail messages mrfaxed information ispermissible, but this shall not beconsidered asthe initial
verbal report, Overflows and spills occurring outside normal business hours may also be reported to
the Division ofEmergency Management at telephone numher/8O0\ 858'0368or (919) 733'3300.
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | of Form [8'SSO (or the most current Division approved form) within five days following first
knowledge ofthe occurrence. This report must outline the actions taken urproposed tmhetaken to
ensure that the problem does not recur, Part ||ofForm [S-S6CI(or the most current Division approved
form) can also be completed tushow that the ISO was beyond control. [G.l 143-215.1[(a1)]
6. Construction. of the gravity sewers, pump stations, and force mains shall bescheduled soasnot to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
tothe surface waters ofthe State. [15ANCAC0ZT.O1O8(b)]
7. Upon completionofconstructionandphortonperationofthesepennhtedfad0ties.thnconxp|eted
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents tothe address provided on the form. Acomplete certification is one where the form is
fully executed and the supporting documents are provided aoapplicable. 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 Perrnittee to
appropriate enforcement actions.
If the permit bissued toaprivate entity with an Operational Agreement, then a copy of the Artictes
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed withthe applicable County's Register of Deeds office shall be submitted with the certification.
Acomplete certification |sone where the form isfully 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 omUecdmn system extenxion� Final record drawings should be clear on
the plans prom digital media ([D 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,
wa|mdtv pomp cycle times, and |avw| 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 portable power
source mrpump isdedicated tomultiple stations, mnevaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
Page 6 of 8

r
•
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 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; 15ANCAC 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 may be
required by the Division or any other Federal, State, of Local government agencies. [G.S.143-
215.1(b)]
Page 7 of 8

^
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: TA[Kee Court LL[
PERMUT#: VVQ0038649
PROJECT: Kee Court TPvvnhmmnmu
ISSUE DATE: August 16,ZO16
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
theReg|ona|Supervisnr,VVaterQua|ityRegioma|[]perationsSectivmattheaddnessatthebottnm.
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 Pennittee to -
appropriate enforcement actions. The Pmrmittae is responsible for tracking all partial certifications up
until ofinal certification |sreceived. AFinal Certification shall beacomplete set ofrecord drawings and
design calculations regardless of whether partials have been submitted.
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards 0' requirements, the Professional Engineer below has provided applicable
design/construction information tothe Pcrm|ttce, and the Permmittee is prepared to operate 8' maintain
the wastewater collection system permitted herein o,portions thereof.
Printed Name, Title
Signature Date
CERTIFICATION
|' _ _ .asa duIV registered Professional E inthe State ofNorth Carolina,
having been authorized to observe (U pehodica|ly, | weekly, U full time) the construction of the
project name and location cis referenced above for the above Permittee hereby state that,tothe 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 ofWater Resources' (Division) Gravity Sewer K4ininnunn Design Criteria adopted February 12,
1996,asapplicable; the Division's Minimum Design Criteria for the Fast -Track Permitting ofPump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
7 Final [_� Partial (include description
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional offi" moEast Center Avenue, Suite m1|Mooresville, North Carolina :mxu

Division of Wte
State of North Carolina
Department of Environmental Quality
Division of Water Resources
I5A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
he completed by L)WR)
All items must be completed or the application will he returned
APPLICANT INFORMATION:
l . Applicant's name: TAC KEE COURT LEC (company, niunicipa.ltty. 1i0A, u¢
Applicant type: 0 Individual
Federal
Corporation 0 General Partnership
© State/County © Municipal
3. Signature authority's name: Todd Alerwilliger per 15A NCACO2T .0106(b)
Title: Manager
4. Applicant's mailing address: 211id PowersPe�_st �d, Suite 350
City: Atlanta State: GA
5. Applicant's contact information:
Phone nu.rnber: (770) 4450-8719 Email Address: tterwil i eri.F eardentcomTanies com
1I. PROJECT INFORMATION:
I: Project name: Kee Court Townhome
2. Application/Project status:
if a modification, provide the existing permit number: WQOO
Zip: 30339-
Proposed (New Permit)
U Privately -Owned Public Utility
Q Other
0 Existing Perrnit/Pro
d issued date:
If new construction but part. of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4, Approximate Coordinates (Decimal Degrees): Latitude: 35.217` Longitude: - 0,858"
5, Parcel ID (if applicable): 1 1908850
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
1. Professional Engineer: Jcremv Icard License Number: 026491
Finn:: Land Desjgp Entµ
Mailing address: 223 N.„Graham St.
City: Charlotte State: NC Zip: 2820'-m
Phone number: [phone] Email Address: iicard(ilanddesig,n.com,
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Ir.yin, Creek W WTP Permit Number: NC0024945
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTI ):
I. PermitNurnber(s): WQ, Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable); WQCS
Owner Name(s):
FORM: TA 04-16 Page 1 of 5

VI:, GENERAL. REQUIREMENTS
I,. Ifth.e Applicant is a Privately-the+ned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
0 Yes ONoI'N/A
If the Applicant is a Developer of lr t has a.Developer's Operational Agreement (FORM: ,DFVJ been attached?
0 Yes LINO I1NIA
If th.e Applicant is a Home/Property Owners' Assoc tataon I as an Operational Agreement (FORM: HOAJ been attached?
0 Yes ONo iNIA
4. Origin of wastewater:
Residential Owned
©. Residential Leased
0 School / preschool / day care
O Food and drink facilities
0 Businesses / offices / factories
s tea be sold
eck all that app
© Retail (stores, centers, malls)
0 Retail with food preparation/service
0 Medical / dental / veterinary facilities
0 Church
0 Nursing Home
0 Car Wash
0 Hotel and/or Motels
Q Swimming Pool /Clubhouse
0 Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
Nature of wastewater : 100 % DornesttclCtrrnmercial % Commercial
Industrial (See 15A NCAC 02T .01,03(20))
�ls there a Pretreatment Program in effect? © Yes 0 No
6. Has a flow reduction been approved under I5A NCAC 02T ,011.40)? Ej Yes No
If yes, provide a copy of flow reduction approval letter
7, Summarize wastewater generated by project:
Establishment Type (see O2T.01 Ut(f)
townhomes
Da ilyfl Design Flory°
190 gal/day
gall
No. of Units
36
Flow
G'PD
GPD
GPD
GPD
GPD •
6,840 GPD
a See 15A NCAC 02T .01 14L)_(d), (e4 l) and e `? for caveats to wastewater design flow rates (;i.t ., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. •42A-4).
b Per I.SA NCAC 02'1 .0114(e), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14.] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 6,840 GPD (per I SA NCAC 02T.01 14)
%- Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
O Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that c orct to this line
0 Flow has already been allocated in Permit Number: ®.
© Rehabilitation or replacement of existing sewer with no new flow expected
0 Other (Explain):
FORM: FTA 04-16
Page

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305
I. Summarize gravity sewer to be permitted:
C (Gravity Sewers):
Section 11 & 111 of the MDC for Permitting of Gravity Sewers contains information. related to design criteria
Section 111 contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the N1DC
VIII. PUMP STATION DESIGN: CRITERIA (If Applicable) — 02T,.0305 & MDC (Pump Stations/Fore Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
Approximate Coordinates (Decimal Degrees): Latitude: . P1e� Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4 Operational point(s) of the pump(s). gallons per minute at feet total dynamic head ("1'Dk4)
5.. Summarize the force main to be permitted (for this Pump Station):
aize inches) Length (feet) Material
6. Power reliability in accordance with 15,A NCAC 02T .0305(h)a):
L Standby power source or pump with automatic activation and telemetry - 1.5A NCAC 02T ,0 305(h)(1)(B):
Required for all pump stations with an average daily Clow greater than or equal to 15,000 gallons per day
Y Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
® Portable power source with manual activation, quick -connection receptacle and telemetry - 15A.'NC.AC 02T
.0305(h)(1)(C)
or
© .Portable pumping unit with plugged emnergency pump connection and telemetry - 15A NCAC 02T .0305(h)Q1)(C):
r it shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
1f the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel t.imeframes, shall he provided
in the case of a multiple station power outage,
FORM: FTA. 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS (02 .0200 & 15A NCAC 02T .0305(0):
1v Does the project comply with all separations found in 15A NCAC 02T..0305(f) &.f141
15.A NCAC' 02T.0305(t) contains minirrtum separations that shall be provided for sewer systems:
s and other
Para
Iitties not listed below (vertical)
—ical-water over sewer including in benched trenches)
ains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal reclairned over sewer)
*Any private or public water supply source, including any wells, WS-1 waters ofClass l or
,lass II irrt+outrded reservoirs used as a source of drinking water
aters classified. WS (except WS-1 or WS-V), B, SA, ORW, FLOW, or SB from normal
'or tide elevation) and wetlands (see iterat IX 2)
ty other stream, lake, impoundment, or ground water lowering and surface drain
ditches
Any building foundation
Any basement
ankrnent or cuts o
and interceptor drains
ertical)
vertical height
Separation Required
24 inches
18 inches
10 feet
8 inches
2 feet
100 feet
50 feet.
10 feet
5 feet
10 feet
10 feet
36 inches
15A,NCACO2T„0305(g) contains alternatives where separations in 02`TT.0305(t) cannot he achieved,
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpe
• if noncompliance with 02T,0305(l or (g), see Section. X of this application
Does the project comply with separation requirements for wetlands? (50 feet of separation)
• See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
• As built documents should reference the location of"areas effected
Does the project co.rn.ply with all setbacks found in the river basin rules per 15A NCAC 02B ,0200?
This would include' Trout Buffered Streams per 15A NCAC" 2Bu0202
4. Does the project comply an individual 404 Permit or any 401 Certifications',?
No
No
Yes I I No
Yes 1 I No
;. Wetland -related permits shall be requested, obtained, and adhered to for projects that ]tn.pact wetlands or surface waters
Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15.A. NCAC'. 02T.0105(c)(6) (add.itional perrnits/certifications). Yes LJ No
Per 15A NCAC0'2T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been Obtained, Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans,, storrnwater managerne.nt plans, etc,).
6. Does this project include any sewer collection lines that are deemed "high -priority`'"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
© Yes No
if yes, include an attachment with details for each line, including type (aerial line, size, rnatenal, and location),
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16
Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system corn
and Force Mains tlatesi version), and the Gravity Sew
Yes
If No, complete and submit the 'Variance/Alternative Desi
review. Approval of the request is required prior to su
Professional. Engineer's Certification:
5A NCAC 02'r the Snttnttm Design twri
m Design Criteria (J
0 No
is for the Peittittinf of Pump. Station
st,version) as applicable'?
Request application (VA DC 1.0-14) and supporting documents for
iittal of the Fast Track Application and supporting documents.
attest that this application for
('Professi nal Engineer's name from Application Iter
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering 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 (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with. General Statutes 1.43-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Caroli
3, Applicant's Cert
I, _
Professional Engineer's seal, signature, and date:
ation per I 5A NC'AC
-erw:
ure Authority"s na
T .0106(b),
Application Item 1.3,)
attest that thi.
pplication for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that rt all required parts of
this application are ncit completed and that if all required supporting documentation and attachments are not inclu.ded,, this
application package is subject to being returned as incomplete. 1 understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, andlor criminal prosec'ut.ion, 1 will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to m.e as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 1.1-215.6E3, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 nisdenteanor, which may
include a fine not to exceed $10,00(1 as well as civil penalties up to $25,000 per violation.
Date,
FORM: ETA 04-16
Page 5 of 5

o of Water Resources
State ofNorth Carolina
Depart ttllent of Environment and Natural Resources
Division of Water Resources
Watershed Classification Attachment: (WSCAS 01-15)
Along with this form, submit a color copy of a USGS Topographic Map to identify the project area and waterbodies.
Each map or maps must show the location of the sewer system and include location identifiers where the system
traverses over or near waterbodies, The map should have location ID's for each different waterbody and
corresponding classifications should be recorded.
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency, A list of the Division's regional offices, their county coverage, and contact information can be obtained from:
h?ttplip©rtal.ncd :nr.ot web lame/
d, indi
Name of Waterbody1
unnamed tributary to Irwin Creek
Waterbody
Index No.
11-137-1
Waterbody
Classification
c
ed tributary to X'', where X is the named waterbody to which the unnamed tributary joins,

I certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date

Charlotte N.C.
2013

„ 40400
44”
041;0'04
STREET LEVEL MAP
Wm,

May 17, 2016
DWR WQ Classifications
NC Surface Water Classification
1:11,466
.Srxutm. E. HERE, becasirthe, thlt httA ul2ceasmeF4S a G
UENCO, LINOS', Fit), NPS, N,42CAN., draortt who, tCN, atatl atwt
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&WCkffi Cabo, Mtiphyltutia. 5 Op+en3ieeeetNitho hatthtfoutet. sar2q thw
GdsoT Comwunity
NCDENR DN. Wwler Rea:mrreca
City of Charlotte. State of Nwifi CwaI r DOT, Est PEKE, De Lcrme, INCREMENT P, Intermop, u'SGS, MET IINAS& EPA, IJSDA,I NCDENR fitiv."Ntah of Water RAshur tha

CHARLOTTE
W TER
July 12, 2016
Mr. Gurveer Uppal
LandDesign, Inc,
223 N Graham St
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
KEE COURT TOWNHOMES
1508 KEE COURT, CHARLOTTE NC
CLTWATER TRACKING# 2016694
A flow acceptance study of the subject site has been completed and the following has been determined:
After analysis of the sanitary sewer associated with the proposed project it was determined that there is
sufficient capacity to accommodate the proposed sewage flow of 6,840 gallons per day (36 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,
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 1ear of issuance of this flow acre fence letter this flow acce tance a royal shall be rescinded
and a new flow acceptance study must be made. If you have any questions, you may contact me at (704)
432-58©1,
Sincerely,
Barbara Gross
Engineering Assistant.
Charlotte Water 5100 BroGk5 lire C
C per,i(ett

Pivlstr,:tt
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-I3)
Project Applicant Name: LandDesign, Inc.
Project Name for which flow is being requested:
Kee Court Townhomes
More than one FTSE may be required for a single project if the owner of the WWTP 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. WWTPFacilityPermit#: N00024970, NC0024945, 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. TotaI actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.0
10.474
70.670
0.0068
81.150
82.0%
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

III. Certification Statement:
I Carl Wilson certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatmentfacility and that the flow from this project is not anticipated to
cause any capacityrelated sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this1rm indicates acceptance of this wastewater flow.
Signing Ofcia Si
610t5/1
gnature Date
Page 2 of b
F'TSE 08-I3

Corporations Division Page 1 of 1
toTth canoria
Elaine F Marshall DEPARTMENT ors
Secretary SECRETARY OF STATE
Po Box29328 lii2gartgb, NO 27 (D I9)!O7-011
Click Here To:
Account
Login
Register
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: TAG Kee Court LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1487168
Current -Active
Current
Foreign
12/17/2015
December
DE
National Registered Agents, Inc.
Reg Office:
Reg Mailing:
Mailing:
Principal Office:
150 Fayetteville Street, Box 1011
Raleigh, NC 27602-1011
150 Fayetteville Street, Box 1011
Raleigh, NC 27602-1011
2100 Powers Ferry Road Suite 350
Atlanta, GA 30339-5068
2100 Powers Ferry Road Suite 350
Atlanta, GA 30339-5068
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager: DROR BEZALEL
2100 POWERS FERRY RD. SUITE 350
ATLANTA GA 30339
https://www.sosnc.gov/Search/profcorp/11926586
8/8/2016

Cotporations Division Page 1 of 1
N
Elaine F marshal, DEPARTMENT or THE
Secretary SECRETARY OF STATE
PO Dm 29622 Naleigli, NC (9i9}8117-2OOfl
Click Here To:
Account
Login
Register
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: TAC Kee Court LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1487168
Current -Active
Current
Foreign
12/17/2015
December
DE
National Registered Agents, Inc.
Reg Office:
Reg Mailing:
Mailing:
Principal Office:
150 Fayetteville Street, Box 1011
Raleigh, NC 27602-1011
150 Fayetteville Street, Box 1011
Raleigh, NC 27602-1011
2100 Powers Ferry Road Suite 350
Atlanta, GA 30339-5068
2100 Powers Ferry Road Suite 350
Atlanta, GA 30339-5068
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager: DROR BEZALEL
2100 POWERS FERRY RD. SUITE 350
ATLANTA GA 30339
haps://www.sosnc.gov/Search/profeotp/11926586
8/8/2016

August 2, 2016
ENGINEER'S REPORT
Kee Court Townhomes
LDI Project No. 1016010
SEWER SYSTEM .APPLICANT:
TAC KEE COURT LLC,
2100 Powers Ferry Rd.. Suite 3,50
Atlanta GA 30339
DEVELOPER:
TAC KEE COURT LLC..
2100 Powers Ferry Rd. Suite 350
Atlanta GA 30339
DESCRIPTION:
MOORESVILWQROS
LE REG ON L OFFICE
The site consists of approximately 1.7 acre so- The property is zoned TO17-M and will
consist of 36 townhome units and approximately 535 if of 8" PVC sewer main on -
site that will make up the private system. Flows from the project will be sent to the
Trwin. Creek Wastewater TreatmentPlant (NPDES permit number NC0024945).
SEWER SYSTEM IMPROVEMENTS:
The proposed demand for this site will be approximately 6,840 gallons per day. The
d.enaand is based on 36 townhome units at 190 gallons per dayfunit. New mains are
expected to have a minimum 50-year service life. The system will be constructed .by
the Developer per Charlotte Water Standards and Specifications and services will be
billed by the City of Charlotte in accordance with their standard rate schedule.
Nt\ 21Jw 4W1601iYrP".YOCST R. k'd"i`d4+ \PERMIT ECdR(vl NCOEQ SEWER\\1OV6O1O.ENGINEE
©RT SEWER,DOC LANDDESIGN, INC.

1016010 KEE COURT
TOWNHOMES
1016010
8/3/2016
Kee Court Townhomes Fast 00003
Track Sewer Application
For your use
Oureer Uppal
ry Love
610 E Center Ave #3©1 NCDENR -
Room # 3323 Mooresville Regional barry,[e-mail]
Mooresville NC 28115 Office
United States
Land Design
tr
WORDS
MOORE,SV LLE REGIONAL OFFICE:
Courier
guppal@landdesign,com x1092
Barry,
Attached is the sewer application for the Kee Court Townhomes project,
Please email me if you have any questions or require any additional
information,
Designer
704.33
Dallas Orlando
apsi�r�l��e
fast track application & check
watershed classification
project maps
flow acceptance

•
1
Central Files: APS � SWP
8/16/2016
Permit Number WQ0038649 Permit Tracking Slip
Program Category Status Protect Type
Non -discharge Active New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions 1.00 Individual
Primary Reviewer
ori.tuvia
Coastal SWRuIe
Permitted Flow
6,840
Facility
Permit Contact Affiliation
Facility Name Major/Minor Region
Kee CourtTownhomes Minor Mooresville
Location Address County
223 N Graham St Mecklenburg
Facility Contact Affiliation
Charlotte NC 28202 Todd Terwilliger
2100 Powers Ferry Rd
Owner Atlanta GA 30339
Owner Name Owner Type
Tac Kee Court LLC Non-Govemment
Owner Affiliation
Todd Terwilliger
Dates/Events
2100 Powers Ferry Rd
Atlanta GA 30339
Scheduled
Orlg Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/16/2016 8/3/2016 8/16/2016 8/16/2016
Regulated Activities . Requested (Received Events
Subdivision
Wastewater collection
Outfall
Additional Information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasln

Water Resources
Environmental Quality
July 28, 2017
Todd Terwilliger, Manager
TAC Kee Court LLC
2100 Powers Ferry Road, Suite 350
Atlanta, Georgia 30339
SUBJECT: Final Engineering Certification Acknowledgement
Project: Kee Court Townhomes
Permit No. W90038649
Permittee: TAC Kee Court LLC
County: Mecklenburg
Dear Mr. Terwilliger:
ROY COOPER
(Joerp for
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Direour
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on July 21, 2017.
Enclosed is a certification page for your records. A frill 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 full 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.n.edenr,org/web/wq/swp7ps/cs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at (70) 235-21.43.
Sincerely,
Barry Love
Environmental Specialist.
cc: Jeremy lcard, P.E., (LandDesign, 223 N. Graham Street, Charlotte, NC 28202)
Central Files
MRO
Compares
State of North Carolina 1 Environmental Qua1ny Water Resources.1 Water Quality' Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 i Mooresville, North Carolina 28.115
7(4-663-1699

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: TAC Kee Court LLC
PERMIT #t: WQ0038649
PROJECT: Kee Court Townhomes
ISSUE DATE; August 16, 2016
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.
PEItlyll°tTEE` CEFITIFICATION
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 he in or portion jhereof.
T r�.. �(. is V
Printed Name, Title 1 Signatur
ENGINEER'S CERTIFICATION
7 jl
Date
Jeremy Icard , as a duly registered Professional F neer in the State of North Carolina,
having been authorized to observe (fix periodically, [ weekly, fufi 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; 1SA 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/
u
a
ach if necessary):
19J+.:l2017
i1aY Qt ality 1 Wale" 4iesOUTCCS p Water ;
CofferAvenue, Stare 301 1 Mtor is y l
70a 663 1599

July 18, 2017
z
Mr. Barry Love
NCDEQ
Mooresville Regional Office
610 East Center Ave, Suite 301
Mooresville, NC 28115
Re: Wastewater Collection System Extension
Kee Court Townhomes
Mecklenburg County
Permit Number: WQ0038649
LandDesign PN: 1016010
Dear Mr. Love,
On behalf TAC Kee Court LLC, we are providing herewith inspection reports, as built survey, and a final
certification for the Wastewater Collection System to serve Kee Court Townhomes, located in Charlotte,
NC,
This final certification package is being submitted to certify the construction and completion of Kee Court
Townhomes sanitary sewer collection system under the fast track permit number W00038649, The project
consisted of approximately 491 LF of 8" PVC and 43 If of 8" DlP gravity sewer, Construction of this system
was observed and built within compliance of the permit.
Feet free to give me a call if you have any questions.
Respectfully Submitted,
srny S Ord, PE
andDesign, Inc.
Enclosures
223 North Garr Streit
r hoi tte. NC 28202
V: 704,333,032'
.4 38
Wi.6P'eirrgton DC
E..t', tt°ir tt NC
TX
Oriarrdc FL
www.LandDesfgn.cam

Sanitary Sewer Testing Report
Project Name: Kee Court
Date: May 12, 2017
Manhole
Location
SSMH-5 To SSMH-4
SSMH-4 To SSMH-6
SSMH-4 To SSMH-3
SSMH 3 To SSMH-2
SSMH-2 To SSMH-1
Pipe Size Pipe
Length
8 inch
8 inch
8 inch
8 inch
8 inch
44+94
43,55
344,57
58,26
38,09
Mandrel
Test
Passed
Passed
Passed
Passed
Passed
Project #: 1016010
Low Pressure
Air Test
Time(Minutes)
4 psi for 4 minutes
4 psi for 4 minutes
4 psi for 4 minutes
4 psi for 4 minutes
4 psi for 4 minutes
Comments
111111111111111111111111.11111.1111111111111111111111111111111111
11111.11111111111110101111.1111111111111111111111111111111111111.111
1111111111111111111111111111111011.1111111.11111111.1111.1111111111111
N:l_2t116\'1 0110\Construction AdminlKee Court Sewer Testing Report 201
9:23 AM 711912017