WQ0033572_Application (FTSE)_20200107

t vUo7ra of Water ftesowrce5
State of North Caro➢ina
Department of Environmental Quua➢ity
Division of Water Resources
15A NCAC 02T .0300 — PAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
4
�� )1&, RECrIVED/NC05NR/DWV
(to be completed by DWR)
All items must be completed or the application will be returned
Application Number
I. APPLICANT INFORMATION:
1. Applicant's name: TTI NC. LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Afshin Ghazi per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 2201 Wolf Street. #2104
City: Dallas State: Texas Zip: 75201-
5. Applicant's contact information:
Phone number: [phone] Email Address: afshin aQthe,ghazicompany.com
II. PROJECT INFORMATION:
WQROS
MOORESVILLE. REGIONAL OFFICE.
❑ Privately -Owned Public Utility
❑ Other
1. Project name: District X (Previously: City Crossing)
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0033572 and issued date: 10/24/2008
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.1689' Longitude:-80.90390
5. Parcel ID (if applicable): 167-042-46
(or Parcel ID to closest downstream sewer)
III, CONSULTANT INFORMATION:
1. Professional Engineer: Jeffery C. Orsborn License Number: 028786
Firm: Orsborn Engineering Group
Mailing address: 605 Lexington Avenue, Suite 301
City: Charlotte State: NC Zip: 28203-_
Phone number: [phone] Email Address: jorsbornna.orsborn-en .com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek Permit Number: NCO024970
Owner Name: CLTWater (CMUD)
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ308-600 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): CLTWater (CMUD)
FOR \+ FTA 04-16 Page 1 of 5

Vf. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached'?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ® Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: % Domestic/Commercial 100 % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
4,Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(f)? ❑ Yes ® No
➢ If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01140
Daily Design Flow a.b
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) 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 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 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .0114)
)0- Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ 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: 600-08-575
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

Vli. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
l . Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 75 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ 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
V111. 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: CLongitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ 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
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ 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)):
l . Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage s stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboage
If noncompliance with 02T.0305(f) or (gZ see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ 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
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ 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 pen -nits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
➢ If yes, include an attachment with details for each line, including type (aerial line, size, 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:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete 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.
2. Professional Engineer's Certification:
I, Jeffery C. Orsborn, PE attest that this application for
(Professional Engineer's name from Application Item I11.1.)
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 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 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 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0106(b):
1, Afshin Ghazi, Manager
(Signature Authority's name & title from Application Item 1.3.)
N,:
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Oil
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. i 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. 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 with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
TLSignature: Date: I I /� 3 /19
FORM: FTA 04-16 Page 5 of 5

5
PROPOSED PRIVATE SEWER
00
m
le
SITE LOCATION
O .
EXISTING PRIVATE SEWER
EXISTINGPUBLIC SEWER
So U- s
alp
0
9�
JOB # 18055
DATE: 10/21/2019 USGS QUAD MAP EXHIBIT
SCALE: 1" = 400' FOR
DRAWN BY: MLM DISTRICT X
APPROVED BY JCo CHARLOTTE, NORTI I CAROLINA
UAD I
ORSBORN
ENGINEERING GROUP
605 LEXINGTON AVENUE , SUITE 301
CHARLOTTE, NC 28203
P) 704-749-1432
www.orsborn—eng.com

CHARLOTTE
W,1,TER
October 28, 2019
Mr. Mackenzie L. McCool
Orsborn Engineering Group, PA
605 Lexington Avenue
Suite 301
Charlotte, NC 28203
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
DISTRICT X
940 WEST TYVOLA ROAD, CHARLOTTE, NC
CLTWATER TRACKING# 20196004
After an analysis of the sanitary sewer associated with the proposed design of project, 20196004,
DISTRICT X, it was determined that there is sufficient capacity to accommodate the proposed sewer
flow of 7,752 gallons per day (59,630 sfx 130 gpd/1,000 sfi 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 NCDEQ-
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 two (2) years of issuance of this flow acceptance, and payment for any service connections
have not been received within two (2) years of issuance of this flow acceptance letter, this flow
acceptance approval shall be rescinded, and a new flow acceptance request must be made.
The CAP analysis performed determines available capacity within the existing public gravity sewer
system. The developer is responsible for any additional private or public sewer infrastructure
required to convey flow from the proposed development to the existing public gravity sewer.
If you have any questions, please do not hesitate to contact me at [phone],
Sincerely,
Gvi l,Ce r~- APzoUt,
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 chatIottewater.org
Operated by the City of Charlotte

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Orsborn Engineering Group, PA
Project Name for which flow is being requested: District X (Retail)
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wasteivater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC0024970, NC0024945, N00024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 12.928
e. WWTP facility's actual avg. flow 74.983
f. Total flow for this specific request 0.00775
g. Total actual and obligated flows to the facility 87.919
h. Percent of permitted flow used 88.8%
IL Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pfl, Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* The Firm Capacity (design flow) 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 purnp station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Unknown
Downstream Permit Number: Unknown
Pagc 1 of 6
FTSE 10-18

ORSBORN ENGINEERING GROUP
District X
Charlotte, North Carolina
Project Narrative
November 4th, 2019
The overall development includes 6 new retail buildings with approximately 50,000sf of
shopping center. 1402 LF of 8" pvc has already been permitted and installed. This application is
intended to be a modification to the original permit (WQ0033572) and will only add 75LF of 8"
pvc. There will be no additional flow.
This private sewer system connects to the existing 8" public sewer system along Sleepy Hollow
Road.

North Carolina Secretary of State Scarch Rcsults
Page 1 oI� l
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing - Order a Document Online
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
TTI NC, LLC
Information
Sosld: 1813162
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 3/4/2019
Registered Agent: Theriault Law, P.C.
Addresses
Reg Office
4409 Jay Bird Circle, Unit 204
Wilmington, NC 28412
Company Officials
Reg Mailing
P.O. Box 16-589
Wilmington, NC 28408
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member -Manager
Steve Houraney
2201 Wolf Street, #2104
Dallas TX 75201
https://www.sosnc.gov/online services/search/Business IZegishation Results 11/22/2019

State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR SEWER SYSTEM PERMIT OWNERSHIP/NAME CHANGE
Division of Water Resources INSTRUCTIONS FOR FORM: PNOCF 01-16
I. EXISTING PERMITTEE INFORMATION: D E C 20 19
1. Permittec's name: Connecticut Avenue, LLC MOORESVILLC REGIONAL OFFICE:
2. Signature authority's name: Seth Wilfong per 15A NCAC 02T .0106(b)
3. Signature authority's title: Manager
4. Permittee's mailing address: 5625 Fairview Road
City: Charlotte State: NC Zip: 28209-
5. Permittee's contact information: Phone number: (jU4 366-7454 Fax Number
Email Address: seth.wilfongna,gmail.com
H. APPLICANT INFORMATION:
1. Applicant's name: TTI NC, LLC
2. Signature authority's name: Afshin Ghazi per 15A NCAC 02T .0106(b)
3. Signature authority's title: Manager
4. Applicant's mailing address: 2201 Wolf Street, #2104
City: Dallas State: Texas Zip: 75201-_
5. Applicant's contact information:
6. Representative's name:
7. Representative's title:
8. Representative's contact information
III. PERMIT INFORMATION:
Phone number: 7( 04) 968-7888 Fax Number (� _-
Email Address: afshinP_theghazicompany.com
Phone number: (� _
Email Address:
Fax Number (___) --
1. Existing permit number: WQ0033572 and most recent issuance date: October 24, 2008
2. Reason for the permit application: Change of Ownership If other, attach detailed explanation
3. Has the facility been constructed? ® Yes or ❑ No
4. Has the facility been certified per 15A NCAC 02T .0116? ® Yes or ® No
FORM: PNOCF 01-16 Page 1 of 2

IV. CERTIFICATIONS:
Existing Permittee's Certification per 15A NCAC 02T .0106(b):
i Afshin Ghazi, Manager of Connecticut Avenue, LLC attest that this application
(Signature Authority's name & title from Application Item I.2 & 3)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that prior to reissuance of the permit
into the Applicant's name, I will continue to be responsible for compliance with the current permit and any discharge of wastewater
from this system to surface waters or the land may result in an enforcement action that may include civil penalties, injunctive relief,
and/or criminal prosecution. I will also make no claim against the Division of Water Resources should a condition of the existing permit
be violated. I also understand that if all required parts of this application are note completed and that if all required supporting
information and attachments are not included, this application will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000=well�"it penalties up to $25,000 per violation.
Signature: Date:
Applicant's Certification per 15A NCAC 02T .0106(b):
I, Afshi n Ghazi, Manager of TTI NC, LLC attest that this application
(Signature Authority's name & title from Application Item I1.2&3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that after issuance of the permit into
the Applicant's name, I will be responsible for compliance with the issued permit and any discharge of wastewater from this non -
discharge system to surface waters or the land may result in an enforcement action that may include civil penalties, injunctive relief,
and/or 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 with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as a as civil penalties I
to $25,000 per violation.
Signature: Date:
FORM: PNOCF 01-16 Page 2 of 2

B33378 - P495
Excise Tax: $3,900.00
Parcel Number: 16704246
For Registration Fredrick Smith
Register of Deeds
Mecklenburg County, NC
Electronically Recorded
2019 Mar 26 03:56 PM RE Excise Tax: $ 3900.00
Book: 33378 Page: 495 Fee: $ 26.00
Instrument Number: 2019034038
Prepared by: Christopher M. Theriault, P.O. Box 16589, Wilmington, NC 28408
Return to: Alexander Ricks PLLC (J. Goldberg), 1420 E. Th Street, Charlotte, NC 28204
*** No Title Search Performed or Requested by the Drafter of this Deed ***
NORTH CAROLINA SPECIAL WARRANTY DEED
THIS DEED is made as of the le day of March, 2019 by and between:
GRANTOR
GRANTEE
CONNECTICUT AVENUE, LLC, a North Carolina TTI NC, LLC, a North Carolina limited liability
limited liability company company
5131 Gorham Drive 2201 Wolf Street, #2104
Charlotte, NC 28226 Dallas, TX 75201
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors, and assigns, and shall include singular, plural, masculine, feminine or neuter as
required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt
and sufficiency of which is hereby acknowledged, has and by these presents does grant, bargain,
sell and convey unto the Grantee in fee simple, all that certain real property described as follows:
SEE "PARCEL ONE" AND "PARCEL TWO" AS SET FORTH EXHIBIT A.
Source of Title: Book 23440, Page 919.
All or a portion of the property herein conveyed does not include the primary
residence of Grantor.
submitted electronically by "Alexander tricks PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Mecklenburg County Register of Deeds.

B33378 - P496
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
And Grantor covenants with Grantee, that Grantor has done nothing to impair such title as
Grantor received, and that Grantor will warrant and defend the title against the lawful claims of
all persons claiming by, under, or through Grantor, except for the exceptions hereinafter stated.
As to PARCEL ONE described on EXHBIIT A, title to such property is hereby conveyed subject
to all valid and subsisting restrictions, reservations, covenants, conditions, rights of ways,
easements, and other matters properly of record, and current year ad valorem taxes.
As to PARCEL TWO described on EXHIBIT A, title to such property is hereby conveyed
subject to the exceptions set forth on Exhibit B attached hereto.
[The rest of this page is left blank intentionally.]
2

B33378 - P497
IN WITNESS WHEREOF, Grantor executes and acknowledges the foregoing under seal.
CONNECTICUT AVENUE, LLC
By: i��(SEAL)
AF HIN GHAZI
Manager
STATE OF NORTH CAROLINA, COUNTY OF MECKLENBURG
1, the undersigned Notary Public, hereby certify that AFSHIN GHAZI personally appeared
before me in his official capacity as Manager of CONNECTICUT AVENUE, LLC and executed
the foregoing instrument in my presence and acknowledged the same to me. Witness my hand
and official seal this J day of March 2019. AFFIX SEAL:
Signature of Notary Public: D
Print Name of Notary Public: SSC% ` 0.
My commission expires on the following date: k 69 a1
11
3
TAR),
�v,aAA Co k3t1,i,

B33378 - P498
EXHIBIT A
LEGAL DESCRIPTION
PARCEL ONE
LAND LYING AND BEING IN THE CITY OF CHARLOTTE, MECKLENBURG COUNTY,
NORTH CAROLINA AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEING ALL OF PARCEL 1, BEING 10.4568 ACRES MORE OR LESS, AS SHOWN ON
THAT PLAT TITLED "SUBDIVISION PLAT OF CITY CROSSING REVISED #3"
ACCORDING TO A PLAT DULY RECORDED IN MAP BOOK 64, PAGE 661,
MECKLENBURG COUNTY REGISTRY, NORTH CAROLINA.
TOGETHER WITH AND SUBJECT TO THAT DECLARATION OF EASEMENTS,
COVENANTS, CONDITIONS, RESTRICTIONS, AND MAINTENANCE
RESPONSIBILITIES DATED MARCH 7, 2008, AND RECORDED IN BOOK 23486 AT
PAGE 593 OF THE MECKLENBURG COUNTY PUBLIC REGISTRY, AS AMENDED
FROM TIME TO TIME.
PARCEL TWO
LAND LYING AND BEING IN THE CITY OF CHARLOTTE, MECKLENBURG COUNTY,
NORTH CAROLINA AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEING ALL OF PARCEL 2, BEING 0.9629 ACRES MORE OR LESS, AS SHOWN ON
THAT PLAT TITLED "SUBDIVISION PLAT OF CITY CROSSING REVISED #3"
ACCORDING TO A PLAT DULY RECORDED IN MAP BOOK 64, PAGE 661,
MECKLENBURG COUNTY REGISTRY, NORTH CAROLINA.
TOGETHER WITH AND SUBJECT TO THAT DECLARATION OF EASEMENTS,
COVENANTS, CONDITIONS, RESTRICTIONS, AND MAINTENANCE
RESPONSIBILITIES DATED MARCH 7, 2008, AND RECORDED IN BOOK 23486 AT
PAGE 593 OF THE MECKLENBURG COUNTY PUBLIC REGISTRY, AS AMENDED
FROM TIME TO TIME.
2

B33378 e P499
E XlrllliO➢T B
PERI`V➢➢T'ltED EXCEL T➢ON5 AS TO PARCEL `ll°W�?�
Taxes for the current year and subsequent years, not yet due and payable.
2. Plats recorded at Map Book 49, Page 961, Map Book 52, Page 244, and Map Book 64,
Page 661.
3. Declaration of Easements, Covenants, Conditions, Restrictions and Maintenance
Responsibilities recorded in Book 23486 at Page 593, as amended by Amendment to Declaration
of Easements, Covenants, Conditions, Restrictions and Maintenance Responsibilities recorded in
Book 25709, Page 720, as further amended by Second Amendment to Declaration of Easements,
Covenants, Conditions, Restrictions and Maintenance Responsibilities recorded in Book 33378
at Page 466 , on the same day as the recordation of this deed.
4. Easements to Duke Power Company recorded in Book 938, Page 65 and Book 1025,
Page 53.
5. Easements to Southern Public Utilities Company recorded in Book 744, Page 618 and
Book 759, Page 26.
6. General Permit to Southern Bell Telephone and Telegraph Company recorded in Book
1019, Page 335.
7. Right of Way Agreement to the State Highway Commission recorded in Book 2671, Page
163.
8. Right of Way Agreement to Duke Energy Carolinas, LLC recorded in Book 25189, Page
530,
9. Temporary Access and Construction Easement Agreement recorded in Book 23486, Page
662.
10. Memorandum of Development Agreement recorded in Book 23486, Page 671.
5

TRANJISNTTAL
u�ti �ti-CEiV[rt7lNCC)E: NiRID�IR
ORSBORN ENGINEERING GROUP
605 LEXINGTON AVENUE, SUITE 301
Project: 18055
CHARLOTTE, NORTH CAROLINA 28203
District X
PHONE [phone]
To: Fast Track Permitting
Date: 11/19/2019
NCDENR
610 E. Center Ave.
Sent Via: FeclEx
Mooresville, NC 28115
[phone]
Otv. Date
Descrintinn
WGROS
VICCORESVILLE REGIONAL- OFFICE.
2
Applications
1
Fee $480
2
Flow Acceptance/Flow Tracking
2
USGS Quad Map
2
Cover Letter
® For Approval ❑ For Review and Comment
❑ For Your Use ❑ Approved as Submitted
❑ As Requested ❑ Approved as Noted
❑ Returned for Corrections
❑ Returned After Review
❑ Resubmit for Approval
Copied To: Signed:
Mackenzie McCool, El

RMFIVE O NCUENR/1)WR
NOV 21 20019
bV{: ROS
MOORE:SVILLE REGIONAL OFFICE
ORSBORN ENGINEERING GROUP
District X
Charlotte, North Carolina
Project Narrative
November 4th, 2019
The overall development includes 6 new retail buildings with approximately 50,000sf of
shopping center. 1402 LF of 8" pvc has already been permitted and installed. This application is
intended to be a modification to the original permit (WQ0033572) and will only add 75LF of 8"
pvc. There will be no additional flow.
This private sewer system connects to the existing 8" public sewer system along Sleepy Hollow
Road.

Central Files: APS _ SWP
1 /7/2020
Permit Number WQ0033572
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
11,829
Facility
Permit Tracking Slip
Status
Project Type
Active
Major modification
Version
Permit Classification
1.20
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
City Crossing Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name Owner Type
Tti NC LLC Non -Government
Owner Affiliation
Afshin G. Ghazi
2201 Wolf St
Dates/Events Dallas TX 75201
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
11 /12/2008 11 /22/2019 1 /7/2020 1 /7/2020
Regulated Activities Requested /Received Events
Retail Additional information requested 12/6/19
Wastewater collection Additional information received 12/20/19
Outfall
Waterbody Name Streamindex Number Current Class Subbasin