WQ0039245_Regional Office Historical File Pre 2018

Water Resources
Environmental Quality
June 5, 2017
Mr. Robert H. West, Development Director
TBR 1305 Owner, LLC
1575 Northside Drive, Bldg. 100, Suite 200
Atlanta, GA 30318
Y OOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZINIMERMAN
Director
Subject: Permit No. WQ0039245
TBR 1305 Owner, LLC
Central Retail Redevelopment,
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. West:
In accordance with your application received May 26, 2017, we are forwarding herewith Permit No.
WQ0039245 dated June 5, 2017, to TBR 1305 Owner, 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from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified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 lettershall be considered a part of this permit and is therefore incorporated therein
by reference.
Please -pay particular attention to the following conditions contained within this permit:
Condition 11.1:
Condition 11.4:
This permit shall not be automatically transferable; a request must be made and
approved.
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service. Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
`Nothing Compares �.—
State of North Carolina 1 Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704-663-1699

If you need additional information concerning this matter, please contact Barry Love at
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: Nate Doolittle, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
7
235 2143
2

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
TBR 1305 Owner, LLC
Mecklenburg County
for the construction and operation of approximately 44 linear feet of 6-inch gravity sewer, to serve the
Central Retail Redevelopment project, and the discharge of 13,000 gallons per day of collecteddomestic
wastewater into the Charlotte Water existing sewerage system, pursuant to the application received May
26, 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 apart
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: WQ0039245
Permit Issued: June 5, 2017
3

SUPPLEMENT TO PERMIT COVER SHEET
TBR 1305 Owner, 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 Sugar Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024937.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's. Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division approval
is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in
the application. It shall be the Permittee's responsibility to ensure that the as -constructed project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 13,000 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 TBR 1305 Owner, LLC and Charlotte
Water for the collection and final treatment of wastewater is in full force and effect. [15A NCAC
02T.0304(h)]
11. 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 forrnal 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

4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a, The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (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.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (I) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.

. The Pennittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24
hours, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures ofpumps, line
blockage orbreakage, etc.;or
b. Any S5Oand/or spill over l,8U8gallons; n,
c. Any S3Oand/or spill, regardless ofvolume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number (800) 858'0368 or /919\ 733'3,300.
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | of Form CS'550 (or the most current Division approved form) within five days following first
knowledge ofthe occurrence. This report must outline the actions taken orproposed tobptaken to
ensure that the problem does not recur. Part QufForm CS-S3[)(orthemost current Division approved
form) can also be completed to show/that the SSO was beyond control, [G.6. 143'215.1C/a1W
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled no as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A W[ACUJT.O1Q8/bD
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. Acomplete certification is 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
[edification 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 acopy nfthe Articles
of Incorporation, Denlaratiwns/Cmwemants/Restric%ions, and Bylaws that have been mppnmpr|stmh/
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 aaapplicable. Supporting documentation shall include the fnNovving-
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 ([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,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,

surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including 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. 115A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be

prir
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
FAST TRACK SEWER ENGINEERING CERTIFICATION
TBR 1305 Owner, LLC
WQ0039245
Central Retail Redevelopment
June 5, 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 dul registered Professional En ineer 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
Mooresville Regional Office' 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A. NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Apphctttrc n Number:
All items must. be completed or the application will he returned
APPLICANT INFORMATION:
1, Applicant's r arrre: TF3'R. 1305 Owner, LLC (cirmpany. municipa1rty, IIOA, utility°. eta .j
?, Applicant 'type: ❑ lndividual ❑ Corporation 0 (.icrte-ral Partnership ❑ l
Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Robert IF. west per I5A NC
Title: Development Direct()
4. Applicant's mailing address: 1575 Ncarthside,1)r. Bldg 100 Suite 200
City: Atlanta State. GA
5. Applicant's contact inlorrna
Phone number: [phone] Email Address: Willi. tmrr@ tribrl
Zip: 303w18-
PROJECT INI ORM.AT,ION:
1, Project Warne: Cc.ntr°al Retail Redee elol meet'
?. Application/Project ;status.
la modification. provide the ex
P
tely-Owned Public I'
❑ Other
0 Existing Permit/Project
and issued date:
Il"new construction but part of a master plan, provide the exist] WQ00e
3. County where project is located. \lecklenb)tt
4. ,Approximate Coordinates (Decimal .Degrees). Latitude. 3 221()40` Longitude:--80.81 .516`
5. Parcel. ID (if" applicable): 08 1.1.81.15,
(or Parcel ID to closest downstream sewer)
Proposed (New Peruti
t permit rrunrber: WOO°
CONSULTANT INFORMATION:
1, Professional Engineer Nate Doolittle License Number 315?1.
Firm. I,andDesien
Mailing address: 223 N,Graharn St,
City Charlotte State: NC Zip: 212()2-
Phone number: [phone] Entail Address: ndooltttleC 1anddesi
WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: Sugar Creek WWTP Permit Number: NC0024937
Owner Name:
V. RECEIA"ING DOWNSTREAM SEWER INFORMATION (if (la l'er nt than WGWTF):.
. 1, Permit Number(s): WQ
System Wide Collection System Permit Number(s) (if applicable): 'QCS
Owner Name(s): _„
FORM: F"T`3A 04 16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. if the Applicant is a Privately -Owned
blic Utility, has a Certificate of Public Co
• Yes ❑No
NIA
-enience and Necessity been attached`'
2, If the Applicant. is a. Developer of lots to be sold, has a Developer's OperationalAgreement (FOR iw1: DEV) been attac-lxed?
❑ Yes ]No LNIA
3. Ifthe Applicant is a Home/Property Owners' Ass ciation, has an Og crational Agreement (EQR.M; F{OA been attached?
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
❑ Residential Leased
❑ School / preschool / day care
Food and drink facilities
❑ Businesses / offices / factories
❑ Yes ❑No
N/A
Retail (stores, centers, malls)
Retail with food preparation/service
❑ Medical / dental / veterinary facilities
© Church
❑ Nursing Horne
5, Nature of wastewater ; % Domestic
n
cial 100 % Commercial
Industrial (See 15A NCAC 02T .0103(;20))
1-->Is there a Pretreatment Program in effect?
6. Has a flow reduction been. approved under 15A NCAC 02T ,01 14(f)? ❑ Yes
Y If yes, provide a copy of flow reduction. approval letter
7, Summarize wastewater generated by project:
Establishment Type (see 02"I".0114
Restaurant
Daily Design Flow
40 gal/1 seat
❑ Car Wash.
❑ Hotel and/or Motels
© Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
© Other (Explain in Attachment)
❑Yes El No
Q No
No. of Units
325
Flow
1.3,000 GPD
gal/
gal/
gal/
gal/
gal/
Total
GPD
GPD
GPD
GPD
GPD
13,000 GPD
a See 15A NCAC 02'T .01 14(b), (d). ie)ill and (c)(2) for caveats to wastewater design flow rates , 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 15A NCAC 02T ,0114(c), design flow rates for establishments not identified [in table 15A NCAC 02'T:01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
'Wastewater generated by project: 13,000 GPD (per 15A NCAC 02T .01 14)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
0 Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with tto new flow expected
LI Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 027I .0305 & MDC (Ci'avky Seers
I. Summarize gravity sewer to be permitted:
Size (inches)
6
Length (feet)
44
Material
PVC
• Section II & Ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
)0 Section III 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 MDC
VHI. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2, Approximate Coordinates (Decimal Degrees): Latitude: . 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
5. Summarize the force main to be permitted (for this Purnp Station):
Size (inches)
Length (feet)
feet total dynamic head (TDH)
Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
LJ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)( 1 )(B):
• Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
• A/lust be permanent to facility
Or if the pump station has an average daily tlow less than 15,000 gallons per day:
El Portable power source with manual activation, quick -connection receptacle and telemetry - I 5A NCAC 02T
.0305(11)(1)(C)
or
E] Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)( 1 )(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.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 1.5.A -NC.A • 70.2T .0305 •.t) & (g)
1.5A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewe
Storm sewers and othe
Yes LI No
systems:
Setback Parameter* Separation Required
isted below (vertical)
ains vertical -water over sewer including in benched trenches)
er mains (horizontal)
Reclaimed water lines vcrtiea1- reclaimed over sewer.
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
An buildin foundation
Any basement
Top slope of embankment or cuts of 2 feet or more vertical height
Drainage systems and interceptor drains
Any swimming pools
Final earth grade (vertical)
24 inches
18 inches
10 feet
hes
2 feet
100 feet
50 feet
10 feet
5 feet
10 feet
10 feet.
5 feet
10 feet.
36 inches
)0 -I 5A NCAC 02T.0305(g) contains •alternatives where separations in 02'f.030.51 f) cannot be achieved.
)0 **Stream classifications can be identified using. the Division's NC Surface Water Classifications webpage
)0 If noncompliance with 02T.0305(1) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation)
'10 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
`I- As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 0213 .0200?
0- This would include Trout Buffered Streams per I 5A -NCA( 213.0202
Yes Ej No
Z Yes El No
4. Does the project comply with an individual 404 Permit or any 401 Certifications? Yes [I] No
0.- Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
)0 Information can be obtained from the 401 & Buffer Permitting Branch
5, Does project comply with I5A NCAC 02T.0105(c)(6) (additional .permits/certifications)? Yes L No
Per 15A NCAC 02T.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, stormwater management plans, etc.),
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 1.5.A 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.
Z Yes No
• If yes, include an attachment with details for each line, including type (aerial line, size, material, 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:
Does the submitted system comply with 15bA NCrt,C"
and ForceMattis llwtt t vcrsionl, and the (irfivity ever
Design Crites! for the l rn ittitt f P s
Criteria (latest �cr°u(ttj as applic
Yes ©No
If No, complctc and submit the Variance/Alternative Design Request application ('VADC 10-14) and supporting documents for
review, Approval of the request is required prior to submittal of the Fast Track Application and supporting documents,
Professional Engineer's Certification:
11-1167
(Professional Engineer's name from Application
attest that this application for
ltas been reviewed by me and is accurampleete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. 1 fiu.rther 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 accord atkee with. General Statutes 143-21.5,6A and 14:3-215,613, any person who knowingly trtakes any false
statement, representation., or cert.i.ficat.ion 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:
Ap i artfs Certificatittn per 1 A NCAC 02T .010 b
attest that thi
Authority`s ttarrtc. title from Application Item
application for
has been reviewed by ne and is accurate and complete to the best of -my knowledge, I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete, 1 understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an imrn.ediate enforcement action that may include civil penalties,
injunctive relief, an.dior criminal prosecution. I 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 me as
incomplete.
NOTE - in accordance ';ith General Statutes 143-215,6A and 143-215.t11, 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.
attire:
Date:
FORM: 'ETA 04-16
Pane5of5

CHARLOTTE
W TER
March 15, 2017
Ms, Mullissa Oliver
LandDesign, Inc.
223 North Graham St
Charlotte, NC 28202
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
CENTRAL AVENUE RETAIL REDEVELOPMENT
1331 CENTRAL AVENUE, CHARLOTTE NC
CLTWATER TRACKING# 2017292
After an analysis of the sanitary sewer system associated with the proposed design of project
Central Avenue Retail Redevelopment, it was determined that there is sufficient capacity to
accommodate the proposed sewer flow of 13,000 gallons per day (325 restaurant seats x 40
gpd/seat) at the connection point(s) indicated on the submitted utility plan for transmission to the
Sugar Creek Wastewater Treatment Plant; NPDES permit number NC0024937, for treatment. This
acceptance of flow is based on the existing capacity of the designated publicly owned treatments
works. Please see attached NC DEQ flow tracking 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 NC DEQ, However,
CLTWater cannot guarantee a constant pressure +ir 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 an 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 or
sewer systems, as the appropriate local or State permits are required prior to construction. If the
appropriate authorization to construct ermits are not obtained and construction has not started
within one (1) year of issu,:ince of this flow acceptances and payment for any service connection(s)
have not been received within (1) year of issuance of this flow acceptance, this flow acceptance.
a royal shall be rescinded and a news flow acre Lance re vest 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 282.16 charlotte varer.org
Operated by the City t f Marlette

Division of Witter' e
State of North Carolina
Department of Environmental Quality
Division of Water Resources
e for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: LandDesign, Inc.
Project Name for which flow is being requested: Central Avenue Retail Redevelopment:
More than one PTSE may be re yuired for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewaterf:%w.
1. Complete this section only if you are the owner of the wastewater treatment p1
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP FaCility.Pertnit i#: 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
fi Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
Allflows are in MGD
99.0
12.327
65.760
0.013
78.9%
I1. 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 WW`I'P:
(A) (B) (C) (D)--(B+C) (E)=(A-I))
Design Obligated,
Pump Average Daily Apprax, Not Yet Total Current
Station Firm Flow** Current Avg, Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MOD MGD MGD MGD Flow Capacity***
* The Firm Capacity of any pump station is deft ed 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 (Sewe
al Avenue (1912).
Downstream Permit Number: Unknown
Page 1 of 6
FTSI, 04-16

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 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 thj(form xindicates acceptance of this wastewater flow.
Signing Offic
Signature
Page 2 of 6
3 /y17
Date
FTSE 04-16

CHARLOTTE
W : J TER
March 15, 2017
Ms. Mellissa Oliver
Land©esign, Inc.
223 North Graham St
Charlotte, NC 28202
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
CWENTRAL AVENUE RETAIL REDEVELOPMENT
1331 CENTRAL AVENUE, CHARLOTTE NC
CLTWATER TRACKING# 2017292
After an analysis of the sanitary sewer system associated with the proposed design of project
Central Avenue Retail Redevelopment, it was determined that there is sufficient capacity to
accommodate the proposed sewer flow of 13,000 gallons per day (325 restaurant seats x 40
gpd/seat) at the connection point(s) indicated on the submitted utility plan for transmission to the
Sugar Creek Wastewater Treatment Plant; NPDES permit number NC0024937, for treatment. This
acceptance of flow is based on the existing capacity of the designated publicly owned treatments
works. Please see attached NC DEQ flow tracking 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 NC DEQ. 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 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 and construction has not started
within one (1) year of issuance of this flow acceptance; and payment for any service connection js)
have not been received within (1) year of issuance of this flow acceptance, this flow 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
Charlotte Water 5100 Brookshire B vd, Charlotte, NC 28216 charlotte vater.oi g
Operated by the City of Charlotte

CENTRAL RETAIL DEVELOPMENT
CHARLOTTE, NORTH CAROLINA
2015 TOPO

CENTRAL RETAIL DEVELOPMENT
CHARLOTTE, NORTH CAROLINA
2015 ARIAL

Corporations Division Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh. NC 27626-0622 {919)807-2000
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Account
Login
Create
Site
Account
Legal: TBR 1305 Owner, LLC
Limited Liability Company information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1416223
Current -Active
Current
Foreign
12/11/2014
December
DE
National Registered Agents, Inc.
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
1575 Northside Drive NW Building 100 Suite 200
Atlanta, GA 30318
1575 Northside Drive NW Building 100 Suite 200
Atlanta, GA 30318
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member:
Robert West
1575 Northside Drive NW, Building 100, Suite 200
Atlanta GA 30318
https://www.sosnc.gov/Search/profcorp/10683702
5/26/2017

urban design planning civil engineering branding landscape architecture
May 18th, 2017
Mooresville Regional DENR Office
Division of Water Quality
610 E. Center Ave.
Mooresville, NC 28301
RE: Central Retail Development
LandDesign PN: 1016238
Dear Sir/Madam,
TRB 1305 Owner, LLC are proposing to develop and construct a commercial development
consisting of restaurant(s) with 325 seats on a 0.76 acre tract.
We are estimating 13,000 gallons per day of gravity sewage. Attached is a Letter from CMUD
agreeing to accept our flows to the Sugar Creek WWTP. The sewer system contains a 44 LF of
private 6" pvc lateral. The private 6" pvc lateral is an extension of an existing 6" lateral that
already served the development and connects to an existing 8" sewer main into Central Ave.
Included in this submittal are one (1) copy of the Fast -Track Application form, one (1) $480
Application fee check, one (1) WWTF Capacity and Flow Tracking/Acceptance form, one (1)
Color Site Map and Certifications. Thank you for your assistance with this project, please feel
free to contact me at 704.333.0325 should you have any questions and/or comments.
Respectfully Submitted,
Mellissi Oliver,
Designer
moliver@ ianddesign.com
704.333.0325 Ex. 1059
PO Box 36959 Charlotte„ NC 28236-6959 223 North Graham Street Charlotte, NC 28202 V: 704.333.0325 F: 704.376.8235
N:1 2O 1 ti110162381Docs\Permitt
Forms\Private Sewer (Fast T act)1Fast Track Narrative.d©c.

Central Files: APS _ SWP
6/5/2017
Permit Number WQ0039245 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.iove
Coastal SWRuie
Permitted Flow
13,000
Facility
Version
1.00
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Central Retail Redevelopment
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Tbr 1305 Owner LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Robert H. West
1575 Northside Dr
Atlanta
GA 30318
Orig Issue
6/5/2017 _
Scheduled
App Received Draft Initiated issuance Public Notice Issue Effective Expiration
5/26/2017 6/5/2017 6/5/2017
Regulated Activities
Food preparation, other
Retail
Wastewater collection
Outfall
Requested /Received Events
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin