WQ0041174_Application (FTSE)_20190924

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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: NCDEQ Date: 09/10/19
SEP 1 i {llq
WQROS
N OORESVII_LE REGIONAL OFFICE
Job #: 42109
610 East Center Avenue, Suite 301 Project: Abbington Westside Apartments
Mooresville, North Carolina 28115 Reference: Sewer Extension
Attn: Ori Tuvia Copies Sent To:
® ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER. -
COPIES
DATE
NUMBER
DESCRIPTION
1
09/10/19
1
Cover Letter
1
04/10/19
1
Check #86259 - $480.00 Review Fee
2
09/10/19
5
Fast Track Sewer App. (FTA 04-16 , 1 orig. 1 copy
2
08/16/19
2
Flow Trackin /Acce t. App. (FTSE 10-18 , 1 orig. 1 copy
2
08/30/19
3
CMU Private Permit Approval
2
08/26/19
1
C500 — Site Utility Plan (Approved)
2
09/10/19
1
C501 — Site Utility Plan (Approved)
THESE ITEMS ARE TRANSMITTED: For a Fast Track Sanitary Sewer review and approval.
If enclosures are not as noted, please notify us at once.
COMMENTS:
To Whom It May Concern:
The included documents are being submitted for a Sewer Extension Permit. The work is part of the Abbington Westside
Apartments project in Charlotte, NC. For any questions please call Mathew Birmingham at 704-227-1564.
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SIGNED:
Ma hew b Ingham
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State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: V U Q oo41 1 r (to be completed by DWR)
All items must be completed or the aynlication will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Charlotte Abbington Westside LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Trey Coogle per 15A NCAC 02T .0106(b)
Title: Partner
4. Applicant's mailing address: 2964 Peachtree Road NW. Suite 200
City: Atlanta State: GA Zip: 30305-
5. Applicant's contact information: g i:JEt CV.')1;.NR1C7WR
Phone number: [phone] Email Address: treycoo lg e&,reaventures.com r
11. PROJECT INFORMATION:
WO RO c
1. Project name: Abbington Westside Apartments �P00RFISVft.LE R Gl0lM1_ OFFICE
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.0800.9° Longitude:-80.5629.6°
5. Parcel ID (if applicable): 20112308
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Brian Crutchfield License Number: 34288
Firm: Timmons Groun
Mailing address: 610 East Morehead St. Suite 250
City: Charlotte State: NC Zip: 28202-
Phone number: [phone] Email Address: Brian. Crutchfield&timmons.corn
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Wastewater Treatment Plant Permit Number: NCO024970
Owner Name: City of Charlotte
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Reqional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Reqional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Suite 300
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Water Quality Section
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

CEP I , 2019
VI. GENERAL REQUIREMENTS
V.
Jc;; u
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate oib'nztdni&8�l(t¢>' 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: 100 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .01.03(20))
I I- Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? [:]Yes ® No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01140
Daily Design Flow 1,b
No. of Units
Flow
Residential Apartments
135 gal/day
46
6,210 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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 6.210 GPD (per 15A NCAC 02T .0114)
➢ 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:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience a d Necessity been attached?
❑ Yes ❑No ®N/A
2. If the \facilities
t is a Developer of lots to be sold, has a Developer's Operational A reem t FORM: DEV been attached?
® Yes [:]No ❑N/A
3. If tl�e nt i Home/Pro er Owners' Association has an Operational A re ent FORM: HOA been attached?
❑ Yes ❑No ®N/A
4. Originewater: (c eck all that apply):
❑ Rel Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
® Rel Leased ❑ Retail with food preparation/se ice ❑ Hotel and/or Motels
❑ Sceschool / day car ❑ Medical / dental / veterinary cilities ❑ Swimming Pool /Clubhouse
❑ Forink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Bu / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/C \(e
rcial % Commercial
% Industrial15ANCAC T .0103 20 )
�Is there a Pretr tmeogram in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCA 0/0 1 14 ? ❑ Yes ® No
➢ If Yes, provide a cony of flow reduction amrovaAetter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily D ign Flow','
No. of Units
Flow
Residential Apartments
240 g)aday
46
1 1,040 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
G P D
Total
GPD
a See 15A NCAC 02T .0114A. (d). (e)(1) and (e)(2) for caveats to wastewater desi n flow rates (i.e., minimum flow per
dwelling; prop/knno non-residential development uses; public access faciliti located near high public use areas;
and residential 1 cated south or east of the Atlantic Intracoastal Waterway to be sed as vacation rentals as defined
in G.S. 42A-4
b Per 15A NCA114(c), design flow rates for establishments not identified [in table 1 NCAC 02T.01141 shall be
determined us,ble flow data, water using fixtures, occupancy or operation patterns, an other measured data.
8. Wastewater generaoject: 11,040 GPD (per 15A NCAC 02T .0114)
➢ Do not includows or previously permitted allocations
If permitted flow idicate why:
❑ Pump Station o Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has alre/dy been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 415 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
VIII. 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 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)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g1 ❑ Yes ❑ No
➢ 1 SA NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
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-1 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 systems 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 webpage
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
➢ 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 setbacks found in the river basin rules per 15A NCAC 02B .0200? ®Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or [—]Yes ® No
individual permits or 401 Water Quality Certifications?
➢ 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 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 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 ❑ N/A
➢ 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:
1,
Brian Crutchfield attest that this application for
(Professional Engineer's name from Application Item III.I .)
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.
................................... ........................,
rrf
North Carolina Professional Engineer's seal, signature, and date:
SEAL
_ 34288
'VGINE�•F
...................... ���ll��•w•r1.11.� �� .....................
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Trey Coogle -Partner attest that this application for
(Signature Authority's name & title from Application Item I.3.)
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.
Signature:
Date: 9-10-19
FORM: FTA 04-16 1 Page 5 of 5

Entity Requesting Allocation:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Rea Ventures Group
Project Name for which flow is being requested: Abbington Westside Apartments
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC0024970, NC0024945, NCO024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 14.019
e. WWTP facility's actual avg. flow 75.500
f. Total flow for this specific request 0.00621
g. Total actual and obligated flows to the facility 89.525
h. Percent of permitted flow used 90.4%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
Design
Pump
Pump
Average
Approx.
Station
Station
Firm Daily Flow**
Current
(Name or
Permit
Capacity, * (Firm / p fl,
Avg. Daily
Number)
No.
MGD MGD
Flow, MGD
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
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 pump 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): Trunk Main t0 Serve Township Road
Downstream Permit Number: WQ0005595
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Keri Cantrell 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 certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
Signing Of Signature
Chief Engineer
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18

CHARLOTTE
W6TER
August 28, 2019
Charlotte Abbington Westside, LLC
Mr. Trey Coogle
2964 Peachtree Road NW, Suite 200
Atlanta, GA 30305
Subject: Approved Plans for Water Main Extension
Abbington Westside Apartments
CMU Private Permit Number: PWP-0819-62
CMU Flow Tracking Number: 2017754
Dear Mr. Coogle,
Enclosed please find one copy of the referenced plans bearing the Charlotte Water stamp of approval along with the
signature of the Installation and Development Services Section Manager for the referenced project. These plans are
approved under Charlotte Water permit number PWP-0819-62 dated August 28, 2019.
Plans prepared by Timmons Group, call for the installation of approximately 19LF of 6" PVC, 6' of 2" PVC and all
appurtenances to serve Abbington Westside Apartments. The construction of this project will be in accordance with
Charlotte Water Specifications.
Please note that an "Authorization to Construct" requires both this approval of Engineering Plans and submittal of a
complete Water System Management Plan, if applicable. No construction shall be undertaken, and no contract for
construction, alteration, or installation shall be entered into until Charlotte Water issues an Authorization to Construct
letter in accordance with 15A NCAC 18C .0305 (a).
Please Note: Although North Carolina Department of Environment and Natural Resources (NCDENR) requirements for
Backflow Prevention have been applied in this approval, this approval shall NOT be considered to also serve as the
required approval that must be obtained from the Charlotte Water Backflow Prevention Division. Charlotte Water's
Backflow Prevention requirements involve additional location restrictions and more detailed installation specs. To obtain
the required separate approval contact the Charlotte Water Backflow Prevention Division at 704-336-2997 prior to
beginning construction.
Thank you, and should you need any additional assistance, please contact your assigned Project Manager, Jeffrey Huskey
at 704-336-3117
jaS6n L. Jarrett
Tap Team Compliance Manager
Attachment
cc: Timmons Group
A
Engineering Division
600 E. Trade St., Charlotte, North Carolina 28202
Phone: [phone] Fax: [phone]

August 28, 2019
Charlotte Abbington Westside, LLC
Mr. Trey Coogle
2964 Peachtree Road NW, Suite 200
Atlanta, GA 30305
Subject: Authorization to Construct:
CMU Private Permit Number:
CMU Flow Tracking Number:
Dear Mr. Coogle,
CHARLOTTE
W4JER
Abbington Westside Apartments
PWP-0819-62
2017754
This letter is to confirm that a complete Engineer's Report, an "Application for Private Water..." and associated fees have been
received and the engineering plans and specifications have been approved by Charlotte Water for the above -referenced project.
The Authorization to Construct (ATC) is valid for 24-months from the issue date (refer to attachment). The ATC may be
extended if the Rules Governing Public Water Supplies and site conditions have not changed (see Rule .0305). The ATC and the
engineering plans and specifications approval shall be posted at the primary entrance of the job site before and during construction.
Upon completion of the construction or modification, and prior to placing the new construction or modification into service, the
applicant shall submit an Engineer's Certification and an Applicant's Certification directly to Jason Jarrett of this office.
Engineer Certification: in accordance with Rule .0303 (a), the applicant shall submit a certification statement signed and sealed
by a registered professional engineer stating that construction was completed in accordance with approved engineering plans and
specifications, including any provisions stipulated in Charlotte Water's engineering plan and specification approval letter.
Applicant Certification: in accordance with Rule .030 (c), the applicant shall submit a signed certification statement indicating
that the requirements for an Operation and Maintenance Plan and Emergency Management Plan have been satisfied in accordance
with Rule .0307 (d) and (e) and that the system has a certified operator in accordance with Rule .1300. The "Applicant
Certification" form is available at www.deh.enr.state.nc.us/pws/ (click on Forms under the Plan Review heading).
Once the certifications have been received and determined adequate, Charlotte Water will issue a "Final Approval" letter to the
applicant. In accordance with Rule .0309 (a), no portion of this project shall be placed into service until Charlotte Water has
issued Final Approval.
Please Note: Although North Carolina Department of Environment of and Natural Resources (NCDENR) requirements for Backflow
Prevention has been applied in this approval, this approval shall NOT be considered to also serve as the required approval that must be
obtained from the Charlotte Water Backflow Prevention Division. Charlotte Water's Backflow Prevention requirements involve
additional location restrictions and more detailed installation specs. To obtain the required separate approval contact the Charlotte
Water Backflow Prevention Division at 704-336-2997 prior to beginning construction.
Thank you, and should you need any additional assistance, please contact your assigned Project Manager, Jeffrey Huskey at 704-336-
3117.
Sincerely,
CHAR TE
aso . arrett
ap Team Compliance Manager
Attachment
cc: Timmons Group
A
Engineering Division
600 E. Trade St., Charlotte, North Carolina 28202
Phone: [phone] Fax: [phone]

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North Carolina Secretary of State Search Results
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Limited Liability Company
Legal Name
CHARLOTTE ABBINGTON WESTSIDE, LLC
Information
Sosld: 1592853
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 5/4/2017
Registered Agent: Corporation Service Company
Addresses
Reg Office Reg Mailing Mailing
2626 Glenwood Ave Ste 550 2626 Glenwood Ave Ste 550 2964 Peachtree Rd NW Suite 200
Raleigh, NC 27608 Raleigh, NC 27608 Atlanta, GA 30305
Principal Office
2964 Peachtree Rd NW Suite 200
Atlanta, GA 30305
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Managing Member
WJR NC PARTNERS, LLC
2964 Peachtree Rd NW, Ste 200
Atlanta GA 30305-2119
https://www.sosne.gov/onlinc--services/search/13usiiicss Registration Results 9/12/2019