WQ0039548_Regional Office Historical File Pre 2018

ROY COOPER
C;overruor
MICFIAE.L S. REGAN
Secretary
LINDA CULPEPPER
Interiors Director
November 20, 2017
Mr. Ken Beuley, Director of Development
TKC Land Development II, LLC
4500 Cameron Valley Pkwy, Suite 400
Charlotte, NC 28211
Subject: Permit No, W00039548
TKC Land Development II, LLC
Project Hollywood
Wastewater Collection SystemEtension Permit
Mecklenburg County
Dear Mr. Beuley:
In accordance with your application received October 17, 2017 and additional information received
November 16, 2017, we are forwarding herewith Permit No. WQ0039548 dated November 20, 2017,.to
TKC Land Development 11, 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until rescinded and shall be subject to the conditions and limitations as specified therein.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:
Conditions 1,1 & 1.2: Alternative designs are granted relative to the minimum slope of the sanitary sewer
and minimum separation distance from wetlands, per 15A NCACO2T.0105(n). Please see
Conditions 1.1 and 1,2 for more details.
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 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.
'Nothing Compares'm',.....,.
State nt" tc 2 la Carolina I Environmental Quality Water Resources Water Qt
tY
Mooresville Regional Office 1610 East Center Avenue., Suite 301 1 Mooresville, North Carolina 2811.5
7U4-6{ 3-1699

If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Robert M. Reddick, Jr., P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)

•
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 is hereby granted to
TKC Land Development II, LLC
Mecklenburg County
for the construction and operation of approximately 1,326 linear feet of 8-inch gravity sewer, to serve the
Hollywood project, and the discharge of 13,475 gallons per day of collected domestic wastewater into
the Charlotte Water existing sewerage system, pursuant to the application received October 17, 2017 and
additional information received November 16, 2017, and in conformity with 15A NCAC 2T; the Division's
Gravity Sewer Minimum Design Criteria adopted February 12,1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W.'Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville -Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039548
Permit Issued: November 20, 2017

SUPPLEMENT ��` ��N������ ������� ��U����
o�� PERMIT n COVER SHEET
o
TKC Land Development 11,AUClShereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Charlotte Water McAlpine Creek
Wastewater Treatment Plant in accordance with Permit Number NCO024970.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
154 N[AC2T; 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 ]L 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
1. Pursuant tothe variance request asreceived onOctober 9,2O17 analternative design isgranted for
the construction and operation of approximately 556 linear feet (LF) of 8-inch sanitary sewer at
slope of approximately 0.33%, located between SSMH-Ato SSMH-B, between SSMH-BtoSSMH-C, and
between SSMH'CboSSK4H'2;with the following condition:
a. The Permittee shall designate these sections of line as a high priority sewer, and in
accordance- with 15A N[A[ 02T.0403(a)(5), these sections shall be inspected by the
permittee or its representative at least once every six months and inspections shall be
,
2. Pursuant to the variance requestasreceived onOctober 9,2Ol7,analternative design isgranted for
the construction and operation of approximately 45 LF of 8-inch sanitary sewer within 58 LF of a
wetland. This variance only applies tothe section of gravity sewer line located between SSMH-1mnd
SSMH'I located near the southeast corner of the proposed building. No manholes shall be located
within S8LFofwetlands.
The Pennhtee shall obtain all deeds easements, and encroachment agreements necessary for the
installation, operation, and maintenance of the system prior to operation. [15A NCAC 02T.0305(c)]
4. No flow in excess of the quantity permitted herein, 23,475GPD,shall bemade tributary tothe 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)]
This permit shall become voidable unless the agreement between TK[Land DevelopmentU,LLCand
Charlotte Water for the collection and final treatment of wastewater is in full force and effect. [15A
u

II. STANDARD CONDITIONS
1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to -the Division accompanied by' documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)1
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]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T.01101
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T :0403. If an individual
-permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent anycontravention 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:

l. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materia:ls 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 nbaU include at least bi-
annual distribution of grease education materials to uses of the collection system by the
pmmnitteeorits representative.
3 Grease education materials shall be distributed more often than required in Ports (1) ond(2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Documentation shall bekept for Subparagraphs (a) through U\of this Rule for ominimum of three
years with exception of the map, which shall be maintained for the life of the system.
5. The Penmittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [7Q4)663'1699,assoon aspossible, but imnocase more than 24
hours, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures. of pumps, line
blockage Vrbreakage, etc.;or
h. Any SSOand/or spill over 1,OOOgallons; 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 bereported to
the Division of Emergency Management at telephone nunnber(QOO) 858'0368 or(91g) 733-3380.
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge mfthe occurrence. This report must outline the actions taken o,proposed tobetaken to
ensure that the problem does not recur. Part i|ofForm CS-5SO(or the most current Division approved
form) can also becompleted to show that the SS{]was beyond control. [(S.S. 143-215.IC(a1)]
G. 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 |nonoverflow urbypass 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 tothe address provided on the, form. A complete certification in one where the form is
fully executed and the supporting documents are provided asapplicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
6

Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. Onecopy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, andlevel 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 isdedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including 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)]
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 may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)1

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT#:
PROJECT:
ISSUE DATE:
TkC Land Development 11, LLC
WQ003954$
Project Hollywood
November 20, 2017
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted. in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
I, , as a duI registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically, ❑ weekly, ❑ full time) the construction. of the
project name and location as, referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
❑ 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
Mnnrecvillp Reoinnat am,' 61 n Fact [Enter Avennn_ Suite 101 I Mnnracvillr North C'amlina 7111 i

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .9300 — SEWER SYSTEM EXTENSION APPLICATION
SSEA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
APPLICANT INFORMATION:
1. Applicant's name
2. Applicant type: Q Individual
Federal
ti
LC
Corporation © General Partnership 0 Privately -Owned Public Utility
mpleted by DWR)
Q State © Municipal
3. Signature authority's name: Ken Beule' per 15A NCAC 02T ,01O6fh1
Title: CFO & Director of development
4. Applicant's mailing address: 4500 Cameron Valley.,Pkwy. Suite 400
City: Charlotte State: UGC, Zip:
5. Applicant's contact information:
Phone number: [phone], Entail Address: ken tltelceitlacol a,00nt
IL PROJECT INFORMATION:
1. Project name: Project Hollywood (Staples)
2. Application/Project status: Proposed (New Pennit)
3. If a modification, provide the existing permit, number: WQOO and issued date:
4. If new construction but part of a master plan, provide the existing permit number: WQpa
5. County whereproject is located: Mecklenburg
6. Approximate Coordinates (Decimal Degrees): Latitude: 35.13020 L.ongit ode:-80.96940
Q County
© Existing Permit/Project
1'I1, CONSULTANT INFORMATION:
1. Professional Engineer: Carlton Burton License Number: NC - 12557
Firm: Burton Engineering Associates
Mailing address: 5950 Fairview Road. Suite 00
City: Charlotte State: NC.
Zip:
Phone number: (1) 553-$$$1 Email Addres
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Mcalpine Creek Wastewater Treatment Plant
Owner Name: Chariot e Water
V. RECEIVING DOWNSTREAM SE"
1. Permit Number(s):
System Wide Collection System P
Owner Name(s)N_LA
R INFORMATION:
e. nit Number(s): N/A
Pennit. Number: NC0024970
A 114.16 Page I of (i

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been submitted?
0 Yes DNo N!A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been submitted?
0 Yes f No 4NIA
3, If the Applicant is a Horne/Property Owners' Association, has an Operational Agreement (FORM: HQA) been submitted?
Yes ONo I I,N/A
4. Origin of wastewater: (check all that apply):
0 Residential Owned
0 Residential Leased
© School ./ preschool / day care
© Food and drink facilities
!i1 Businesses / offices / factories
0 Retail (stores, centers, malls)
0 Retail with food preparation/service
0 Medical / dental / veterinary facilities
Church
Nursing Home
i Car Wash
0, Hotel and/or Motels
0 Swimming Pool /Clubhouse
0, Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
Isfwas an Environmental Assessment required under I5A NCAC OIC? 0 Yes No
If yes, submit the appropriate final environmental document (FONSI, ROD, etc.)
6. Nature of wastewater : 100 ° © Domestic/Commercial . % Other waste .- specify:
% Industrial (See 15A NCAC 02T ,0103(20))
?. Wastewater generated by project: 13,325 GPD (per 15A NCAC 02T .0114)
Has a flow reduction been approved under l5A NCAC 02T .0I I4(f)? © Yes No
If yes, provide a copy of flow reduction approval letter
S, Summarize wastewater generated by project:
Establishment Type
Loading Bays
Office Employees
Daily Design Flow Lb
100 gal/Day
2 Guardhouse Employees
25 gal/Day
25 gal/Enmployee/°Shift
g
gal/
gal!
No. of Units. Flow
102 10200 GPD
125 3125 GPD
6 Shifts 150 GPD
GPD
13,475 GPD
a See I5A NCAC 02T t0114(b). (d). 1'el(I) and (e)(2) for caveats to wastewater design flow rates (i.e., 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 oldie Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S, 42A-4).
b Per 15A NCAC 02T ,01 14(c), design flow rates for establishments not identified below shall be determined using available
flow data, water using fixtures, occupancy or operation patterns, and other measured data.
FrmR114. CCFA fld_I f 17a©P') nk f

GRAVITY SEWER DESIGN CRITERIA - IA NCAC 02T .0305:
I. Summarize Gravity Sewer to be permitted:.
Size (inches)
8
8
Length (feet)
137
Material
PVC
DIP
VIII. PUMP STATION DESIGN CRITERIA — 02T .0305 & MDC (Pump Stations/Force Mailasl;
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: N'"A
2. Approximate Coordinates (Decimal Degrees): Latitude:
3. What is the nearest 100-year flood elevation to the facility?
Longitude: -
feet mean sea level. Source:
Is any of the proposed project located within the 100-year flood plain?
4. If Yes, are the following items provided per 15A NC.AC 02T .0305(e);
Water -tight seals on all station hatches and manholes; and
Control panels vents extend two feet above the 100-year flood plain elev
Q Yes ©No ©N/A
against flooding?
If No, what measures arc being taken to protect
Yes Q No
ion?
5. Finish grade elevation of the pump station:
6. Design flow of the pump station: millions gallons per day (fine capacity)
7. Operational point(s) of the purmp(s): gallons per minute at feet total dynamic head (TDH)
8. Number of pumps provided:
9.. Number of pump cycles at average daily flow: cycles per hour
10. Power reliability in accordance with I5A NCAC 02T ,0305(h)(I l:
El Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B);
3' Required for all pump stations with an average daily flow 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:
[I Portable power source with manual activation, quick -connection receptacle and telemetry - I SA NCAC 02T
.0305(h)( 1 )(C)
or
© Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(I)(C):
> 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.
If 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 timeframes, shall be provided
in the case of a multiple station power outage,
pnwn,ra ccPA rm_I!,

VIII. PUMP STATION DESIGN CRITERIA (continued)
11. Summarize the pump station design elements:
Power Reliability Source and Associated. Elements
ted Access Elements (Fence, Wet Well. Lock, etc)
Audible and Visual Alarms
Telemetry`SCADA
Level Controls
Weatherproof Sign with Required
Air Relief Valves
rr
n
12. Summarize the force main to be perniitted;
Size (inches)
Length (feet) '
Material
High
Elevation (feet)
Discharge
Elevation (feet)
Purnp-Off
Elevation (feet)
13. Air release valve station locations per 15A NCAC 02T .O305C :
Air Release Valve #
Station
Plan Sheet Reference
cootcoot& CCl 6 f1d_ 1 A
PUP 4 nf(.

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCA .Q2T ,0305(f) & (g)
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systex
Setback Para nxeter*
fisted below (ve;rtica>)
Water mains (vertical -water° over sewer including in benched trenches)
Water mains (horizontal)
Reclaimed water lin
Reclaimed water lines (horizontal - reclaimed over sewer)
**Any private or public water supply source, including any wells, WS I
Class II impounded reservoirs used as a source of drinking water
Class I or
0 Yes
ation Re
24 inches
18 inches
10 feet
8 inches
2 feet
00 feet
**Waters classified WS (except WS-I or WS-V), 13, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and. wetlands (see item IX. 50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches 10 feet
Any building foundation
Any basement
To sio e of embankment or cuts ttf 2 feet or tno
Drainage systems and interceptor drains
Atniy_swinim'ing pools
Final earth grade (vertical)
5 feet
10 feet
10 feet
5 feet
10 feet
36 inches
A 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved,
> **Stream classifications can be id.entifed using the Division's N . Surface. Water Classifications webpage
> If noncompliance with 02T.0305ff) of (g), see Section X of this application
Does the project comply with separation requirements for wetlands? (50 feet of separation) El Yes
Y 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 comply with setbacks found in the river basin rules per 15A NQAC 02B .0200?
> This would include Trout Buffered Streams per 15A NCAC 2B.020Z
4. Does the project require coverageauthorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 401 & Buffer £'erntittiatt Branch
No ©NSA
Yes ©No
El Yes
Does project comply with 15A NCAC 02T.0105dc)(6) (additional permits>icertifications)? Yes '0 No
Per 1SA NCAC 02T•0105fc)(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, stomiwater management plans, etc.)..
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 5A J__QAC 02'1, 0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streanlbanks that is subject to erosion that undermines or deteriorates the sewer.
Z Yes D No
• if yes, include an attachment with details for each line, including type
and location).
High priority lines shall be inspected by the permittee or its representative at least once every six-rnontks and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
rrPP4• CCT:.A ()A_14 Pans S it;

IX, CERTIFICATIONS:
Does the submitted system comply with 15A NCAC O21F, the Minitnutn Des n C'tGteria for (Ito. a ratting of rump Stations
andYorce Mains (latest version), and the Gravity Sewer Mini UM Design cri(eria (latest versiori) as applicable?
© Yes ® No
If No, complete and subnut the Variance/'Alternative Design Request application (VADC 1 0-14) and supporting documents for
review. Approval of the request Is required prior to submittal eofthe Fast Track Application and supporting documents,
2. Professional Engineers Certification:
Carlton Burton, PE
(Professional Engineer's name from Application Item 1.)
III.I.)
Project Hollywood (Staples)
Facility Hanna from Applic
that this application for
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. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with this application package and its instructions, as
well as all applicable regulations and statutes. 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 General Statutes 143-215..6A and I43•-215.6E1, 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 S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per I5A NCAC 02T. ,01Q6(b);
1, Ken Beuley, CFO & Director of Development
(Signature Authority's name & title from Application Item
Project Hollywood (Staples)
(Facility name fronn Application Item I1s1.)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. 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, and./or criminal prosecution. 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 infonnation and attachments are not included, this application package
will be returned to me as incomplete.
NOTE - in accordance with General Statutes I43-215.6A and 14 2_lf. n , 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 excee S l0,OOt 4 w9ll as civil penalties up to S25,000 per violation.
Signature;
Date:9
FP10 .4• CCF h nS,k._ 14
Paop A r,f

CHARLOTTE
W TER
October 23, 2017
Mr. Bryan Linton
Burton Engineering Associates
5950 Fairview Rd
Suite 100
Charlotte, NC 28210
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
PROJECT HOLLYWOOD
3725 WESTINGHOUSE BOULEVARD, CHARLOTTE NC
CLTWATER TRACKING# 2017944
After an analysis of the sanitary sewer associated with the proposed design of project, Project
Hollywood, it was determined that there is sufficient capacity to accommodate the proposed sewer
flow of 13,475 gallons per day (125 employees x 25 gpd; 2 employees/3 shifts x 25
gpd/employee/shift; 102 loading docks x 100 gpd/dock) at the connection point(s) indicated on the
submitted utility plan for transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES
permit number NC0024970, for treatment. This acceptance of flow is based upon the existing
capacity of the designated publicly owned treatments works. Please see attached NC DEQ FTSE
form,
Charlotte Water (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
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow,
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved, Connection to the CLTWater s stem is acce ted on a first come first served basis.
The applicant should understand that this letter is not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction,
If the appropriate authorization to construct permits are not obtained construction has not started
within one (1)year of issuance of this flow acceptance,and payment for any service connections
have not been received within (1) year of issuance of this flow acceptance letter, this fiow
acceptance approval shall be rescinded and a new flow acceptance request must be made. If you
have any questions, please do not hesitate to contact me at [phone],
Sincerely,
Barbara Gross
Engineering Assistant
CharlotteWater 5100 Brookshfte Blvd, Charlotte, NC 28216 charlottewater,ols
Operated by the City of Charlotte

Division of Water •
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Burton Engineering Associa
Project Name for which flow
being requested: Project Hollywood
More than one FTSE may he r'eyuire�ei'„for a single project if the owner ref the WTti f'1'y is not responsible for pump
stations along the route of the proposed'wastewater,f;'r
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 Faciliy Permit #: NC0024970, 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. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flaws are in MGD
99.©©0
13,162
64.375
©,013
77.550
78.3%
Complete this section for each pump station you are responsible for alotag 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,
Purnp 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***
steeie Creek 7
3.160
4,060 5.994 4.954 -1„794
* 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 < O.
Downstream Facility Name (Sewer): Steele Creek Trunk (1975)
Downstream Permit Number,: Unknown
Page l of 6
FTSE 04-16

III. Certification Statement:
Z 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 treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing Officia ignatur-e V
Page 2 of 6
(4/1 i7
ate
FTSE 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
18.1 % and ° e 94 MGD of the Available Capacity (E) in Pump Station
Steele Creek ; and that
b. The rate of activation of this obligated, riot yet tributary capacity is currently approximately
0 . 8 94 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Steele Creek LS Replacement and FM Relocation iS indesign or under construction with
planned completion in March 2018 ; and/or
d. The following applies:
The Steele Creek Pump Station Replacement Project will
provide a new regional facility capable of handling build -
out flows for tributary basins and includes a new 30-MGD
pumping station, approximately 35,000 LP of 36-inch
diameter force main, demolition of the existing pump
station, and other additional work. The Steele Creek Pump
Station Replacement Project is approximately 60% complete,
with substantial completion expected by March 6, 2018.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Sign lg Official Signature
(o/(1/7
ate
Page 3 of 6
FTSE 04-16

CHARLOTTE
WIiTER
October 23, 2017
Mr. Bryan Linton
Burton Engineering Associates
5950 Fairview Rd
Suite 100
Charlotte, NC 28210
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
PROJECT HOLLYWOOD
3725 WESTINGHOUSE BOULEVARD, CHARLOTTE NC
CLTWATER TRACKING# 2017944
After an analysis of the sanitary sewer associated with the proposed design of project, Project
Hollywood, it was determined that there is sufficient capacity to accommodate the proposed sewer
flow of 13,475 gallons per day (125 employees x 25 gpd; 2 employees/3 shifts x 25
gpd/employee/shift; 102 loading docks x 100 gpd/dock) at the connection point(s) indicated on the
submitted utility plan for transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES
permit number NC0024970, for treatment. This acceptance of flow is based upon the existing
capacity of the designated publicly owned treatments works. Please see attached NC DEQ FTSE
form.
Charlotte Water (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
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If the appropriate authorization to construct permits are not obtained construction has not started
within one (1) year of issuance of this flow acceptance, and payment for any service connections
have not been received within (1) year of issuance of this flow acceptance letter, this flow
acceptance approval shall be rescinded and a new flaw acceptance request must be made. If you
have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Barbara. Gross
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.arg
Operated by the City ear Charlotte

Design calculations based on average daily fla
Avg. Daily flow: 13,475 GPD = 0.0208 CFS
102 Loading Bays @ 100 GPD = 10,200 GPD
125 office employees @ 25 GPD = 3,125 GPD
2 Guardhouse Emp. (3 Shifts) @ 25
GPD/Employee = 150 GPD
Min. pipe slope = 0.33 %
Pipe size (dia.) =
8 in. (PVC)
Periodic Flushing of the 8-inch line:
Min. pipe slope
Pipe size (dia.) _
Design
Channel Shape
Pipe
Sohn For
N Value
7
Detagn
Owinel Shape
0.33 % Pipe
.._.�.
Solve For
8 in. (PVC) cif
flush with 1.5" or 2" fire hose pulled from hydrant
in south truck court (approx. 167 gpm)
Discharge d1ST' CFS
Slope
FPS
FT/FT
0.67 FT
FT
Velocity FPS
0.97 FPS
0.47 SF
Wetted Pertneter 0 47 FT
Ftydraube Radius 0.05 FT
Fut Capacty 0.76 CFS
Fi4 Velocty 2.16 FPS
Percent Full 11:94%
SF
Wetted Ptaauau er 1.04 FT
itlra e C.12 FT
Full Capacity 0.+6 CFS
RA Velocity 2.16 FPS
Percent FA 49.25%

North Carolina
Elaine F Marshall DEPARTMENT OF'THE
Secretary SECRETARY OF STATE
PO Box 29622 Aateigh,rlC 27626-0622 (919)6i4-5.400
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
a
TKC Land Development tl, LLC
Limited Liability Company Information
Sosid:
Status:
Annual Repo
Citizenship:
Date Formed:
Fiscal Month:
Registered Agent:
Status:
Corporate Addresses
Reg Office:
Reg Mailing:
Mailing:
Principal Office:
0610151
Current -Active
Current
Domestic
11/14/2001
December
Beuley, Kenneth R
4500 Cameron Valley Parkway, Ste 400
Charlotte, NC 28211
4500 Cameron Valley Parkway„ Ste 400
Charlotte, NC 28211
4500 Cameron Valley Parkway, Ste, 400
Charlotte, NC 28211-3591
4500 Cameron Valley Parkway, Ste, 400
Charlotte, NC 28211-3591
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S., 57D-3-20.
Manager:
Manager:
Gruerne Keith
4500 Cameron Valley Parkway, Ste, 400
Charlotte NC 28211
Keith Real Estate Associates, LLC
4500 Cameron Valley Parkway, Ste, 400
Charlotte NC 28211.
Account
Login
Create
Site
Account

The National Map Advanced Viewer
September 28, 2017
1:18,t056
0 0.15 0.3
0 0,175 0.35
USGS The National Map: NatianEgt Boundaries
Program, Geographic Narnes tnforaalion system
Dalaset, National Land Cover Database, Nation
Natttreat Transportation Dtftasreel; U.S. Census B.¢resa

CHARLOTTE
0
ILL
TER.
CAPACITY ASSURANCE REVIEW APPLICATION
(FLOW ACCEPTANCE & WILLINGNESS TO SERVE)
All requests require a utility drawing indicating the proposed water/sewer connection point(s) and sizes.
Bryan
Linton
Last Name
Burton Engineering Associates
MI Company (if applicable)
Road, Suite 100 blir,[e-mail] s
Address
NC 28210
e-mail
704-553.8881
Zip Phone
Project Hollywood
Project Name
3725 Westfngh©use Boulevard
Charlotte
City
Site Address
NC
State
28273 201-41-101 (Portion of)
Zip Tax Parcel Number
Complete the folloelving:
1.. Project is: new; 0 modificatkon
2. Type of development? (isA NCAC 02i.011,1 Waste
a. Residential, apartment
b. Residential, townhorne/condpmin
c. Amenity Center (sf) or Pooi (people) N/A sf/persons
d. Residentialf, single-family N/A dots
Pubiic Roads? LT Y N
e, Restaurant N/A seats
f. Retail or Retail with food prep N/A sf
g. Office
h. Warehouse
i. Hotel or Suites
U, School
Cafete
NIA units
N/A
125 #emp/shift
1©2 #ioading bays
N/A rooms
N/A ,students
L]Y'VN
ii. Gym/Locker rooms U Y N
Other (provide flow calculations)._
3, Will this project have a pool? L.0 Y* ® N
'if yes„ pool must have a 6-inch drain Roe
4. Will this project have a private sewer lift station?
C]YIIN
5. Total water flow requested ('average daily flow rrpd,
shniiv ralrefzrkdc wY t
[102 hays x 100 GPO] : [125 emp z 25j = 1 „325 PL)
6. Commercial only: Peak wastewater flow requested
(peak hourly flow in GPH)
13,325 / 24 555,2 x 2.1 = 112 r i'H
7. Average Daily Water Demand: 13,325 GPO
8. Peak Water Demand (GPM):
.4 GPM
9. Does this project include a 6-inch or larger private
sewer line providing service to multiple buildings?
©YIN
Does this project include a 2-inch or larger private water
tine providing service to multiple buildings?
L YN
CLTWater Tracking #:
Map #:
Does the flow transmit through a CLTWater lift tation? L_I YY Ll N If yes, which station?
WWTF: McAlpine / McDowell / Trwin / Sugar / Mallard / Rocky River Flow amount (god):
Basin:.
Mail, deliver or fax
CHARLOTTE WATER
5100 Brookshire Blvd
Charlotte, NC 28215
e-mail: [e-mail]
ap
aoft to:
Updated February 2017

BURTON
F,N 3tN E N
©ate. October 3, 2017
Project Narne:
Project Location:
Project Number
From:
Subject:
Dear Mr, Basinger:
Project Hollywood (Staples)
3725 Westinghouse Blvd, Charlotte, NC
016.554,006
Bryan Linton, PF — Burton Engineering Associates
DWR Sanitary Sewer Extension Application (SSEA 04-16) &
DWR Variance/Alternative Design Request (VADC 10-14)
This request is for the Fast Track permitting of 1,326 LF of eight inch private gravity sanitary sewer and seven private
4' diameter manholes, This sewer is to serve one 599,040 square foot building with a future expansion option of
199,680 square feet. The building has a 10 ft x 20 ft guard shack at the entrance which has water and sewer service.
This guard shack is serviced by a 4 inch private Lateral' off the 8 inch private sewer line.
This is a proposed private gravity sewer line that will connect to an existing public sanitary sewer manhole located on
site, within a 15 ft public sewer easement, conveying gravity sewer down an existing 12 inch clay sewer.
A variance request is being submitted to Ms. Kristyn Fertenbaugh„ in Raleigh, for the minimurn design criteria of this
proposed sewer because there is 556 LF of the proposed 1,326 LE of 8-inch sewer that is designed at 0.33% minimum
Mope, The project cannot comply with minimum design of 8-inch sewer because there was not enough vertical
clearance to get the sewer off site at 0.4 % slope„ The project had a failure in the topographic survey as we worked
though getting the sewer finalized and discovered fate into the project that the sewer was not going to work under
originally designed conditions based on the provided survey. A variance is requested for minimum separation
between gravity sewer and wetlands as well, Approximately 45 LE of 8" gravity sewer is located at minimum 45 feet
from approximately 20 square feet of a portion of wetlands on site, No manholes are located within 50 feet of a
wetland,
This alternative design will comply with 15A NCAC 02T .0105(n) by: 3, providing an equal or better treatment of the
waste by conveying the waste to the public treatment works 2. Providing equal or better protection of the waters of
the state by safety conveying the waste by gravity fed sewer Vine and not discharging to surface waters and 3. not
creating increased potential for nuisance conditions from noise, odor, or vermin.
If you have any questions, please contact me at [phone] or by email at B['iintonC 8urta nEng'Ineering.00m
Bryan Linton, PE
5950 t-':a ry cw Road,

BURTON
ENGINEERING
ASSOCIATES
CIVML ENGINEERS
LAND PLANNERS
tta, NC'26'210
[phone] • Fax [phone]
Transmittal
Attention:
Company:.
Address:
Phone #:
From:
Project Name:
Project Number:
Date:
Re:
Via:
Corey Basinger
NC DEC) - Mooresville
610 E. Center Ave., Suite 301
Mooresville NC 28115
704 235-2194
Bryan Linton, PE
Gilchrist Site - PROJ. HOLLYWOOD
016.554.006
10/4/2017
- Burton Engineering Associates
Fast Track - Private Sanitary Sewer Application
•UPS :"CUSPS LCourier L1Hand Deliver ❑Pick Up
Pages
Description
Cover Letter
Check - $480
Original Fast Track Sanitary Sewer Application -- SSEA 04-
Cc Fast Track Sanitary Sewer Application -- SSEA 04-16
Calculations for Gravity Sewer - Avg Velocity
DoSS Corporate Legal identification
USES M_.__
Charlotte Water Capacity Assurance Review Letter any
30"x42" Civil Utility Plans and Details/Specs
❑ As Requested M. For Approval ly For Your Use 0 For Review and Co
Comments: CC: Christyn Fertenbaugh in Raleigh for Variance Request
ent
If you have any questions concerning this information, please contact Burton Engineering Associates by calling
[phone] or by emailing Minton burtonengineering.com
Sincerely,,
Bryan Linton, PE
Burton Engineering Associates
PLEASE NOT)FY AT ONCE IF ALL ENCLOSURES ARE NOT INCLUDED

•
Central Files: APS SWP _
11/20/2017
Permit Number WQ0039548 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions 1.00 . Individual
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
13,475
Facility
Permit Contact Affiliation
Facility Name
Project Hollywood (Staples)
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Tkc Land Development 11 LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Kenneth Beuley
Orig Issue
11/20/2017
App Received
10/17/2017
Draft Initiated
Scheduled
Issuance Public Notice Issue Effective . Expiration
11/20/2017 ' • 11/20/2017
Regulated Activities Requested /Received Events
Office
Wastewater collection
Outfall
Additional information requested 10/27/17
Additional information received 11/20/17
Waterbody Name Streamindex Number Current Class Subbasin

Water Resources
ental Quality
April 5, 2018
Mr. Ken Beuley, Director of Development
TKC Land Development ll, LLC
4500 Carneron Valley Pkwy., Suite 400
Charlotte, NC 28211
SUBJECT: Final Engineering Certification A,ck.nowledgement
Project: Project Hollywood
Permit No. WQO039548
Permittee: TKC Land Development II, LLC
County: Mecklenburg
Dear Mr. B
R.GY COOPER
41C1iAEL. S. REGAN
Seceetary
L,INDA CULPEPPER
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 April 5, 2018.
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 full technical review is conducted,
you will be notified of any items of non-compliance.
Please be r minded. 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 a 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 f',portal.ncdenr,ctr.'vveb,°'vuy,i'`sw°p:'ps/LrsL?noc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at (704) `235-2143.
Sincerely,
Barry love
Environmental Specialist
cc: Carlton T. Burton, P. (Burton Engineering Associates, 5p50 Fairview Road, Suite 100,
Charlotte, NC 28210)
Central Files
IRO
Stat4: or North Carolina ($i^a dr
'4t oresvale Reg;anal Orrice
Compares:"
wntal Quin iC ; ``utcr Re5oure6 [ Water tau alitu Regionai upet'neuins
[a«asa .nicr �cnts ., uii,5 301 ; Moorsv+lle, North Caroinia 25 1
7 07-f5{i3L I is

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMOTEE: TK[Land Development U'LiC
PERMIT #: VVQ0039548
PROJECT: Project Hollywood
ISSUE DATE: November ZO,ZOl7
����hLL-, A-,,,F3iQ-NAt,����
This project shall not beconsidered complete nor allowed tooperate inaccordance with Condition 7of
this permit until the Division has received this Certification and all required supporting documentation. It
should besubmitted inamanner 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 ofthe permit and shall subject the Permhtee to
appropriate enforcement actions, The Permbtee is responsible for tracking all partial certifications up
until afinal certification is received, A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
pERMITTEE'$CsRT|pxcATmw
1, the undersigned agent for the Penmittee' hereby state that th�s project has been constructed pwouar¢
tuthe applicable standards &requirements, the Professional Engineer below has provided applicable
designiconstruction information to the Permittee, and the P- mi tee is prepared to operate & maintain
the wastewater collection system permitted here' or po� �0,
'�� ..� ~�'��»���~
.��r1 ' .~ � _ ��'��` m»����
- =�
Pr��dName, T�|e v^. ��
Signature
ENGINEER'S CERTIFICATION
��
duly registered Professional E 'neer I n 'the State of North Carolina,
having been authorized to o periodically, �_ weekly, �� �� full thnc] the construction of the
project name and iocation 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 QlT the
Division of Water Resources' (Division) Gravity Sewer K4lnwmom Design Criteria adopted February 12,
1096, msapplicable; the Division's Minimum Design Criteria for the Fag-Tra«k 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:
|mJ(include description)
Certification Comments/Qualifiers (attach if necessary):
State of^onh Carolina wu~,^alcrnesourco/xalcr Qualqv 4cr
cm/Ope.wt[OM