WQ0043151_Application (FTSE)_20241101

HECEIVED,NCDEO/DWIR
McADAMS NOV 012024
WO-ROS
MOORESVILLE REGIONAL OFFICE
November 1, 2024
NCDEQ Mooresville Regional Office
Water Quality Section
610 East Center Avenue
Mooresville, North Carolina 28115
RE: Fast-Tract Application— Modified Permit Application
Accent Berkeley Place
Location: 10123 Berkeley Place Drive, Charlotte, NC 28262
In addition to this cover letter, please find enclosed the following:
1. Application Form (FTA)—(1) original and (1) copy
2. Application Fee -$600
3. FTSE Form/Capacity Assurance Review Letter
4. Private Sewer Permit
5. Street Level Map
6. USGS Map
7. Project Narrative
8. Documentation Applicant is registered for business with the NC Secretary of State
Project Description
Located northwest of the intersection of Berkeley Place Drive and Wright Hill Road in
Charlotte, Mecklenburg County, North Carolina, is the proposed development known as
Accent Berkeley Place Apartments. The existing site is wooded with an existing cleared
overhead electric easement. Proposed development on this site will consist of the
construction of a multi-family residential buildings and the associated streets, utilities,
and other infrastructure.
Sincerely,
MCADAMS
Brandon Plunkett, PE
Group Manager, Land
creating experiences through experience 2100 S Tryon Street,Suite 400,Charlotte,NC 28203/704.527.0800

RECEIVEDINC:DEO/DWF
McADAMS NOV 0 12024
W O.ROS
MOORESVILLE REGIONAL OFFICE
November 1, 2024
NCDEQ Mooresville Regional Office
Water Quality Section
610 East Center Avenue
Mooresville, North Carolina 28115
RE: Accent Berkeley Place—Parcel F Permit Modification
Permit No. WQ0043151
Location: 10123 Berkeley Place Drive, Charlotte, NC 28262
Project Description
The development is located at the intersection of Accent Berkeley Court and
Wright Hill Road in the City of Charlotte, North Carolina. The development will
include 198 apartment units and the associated utilities.
Items to Remain:
No additional flow is required with this permit modification, so the flow is listed
as zero.
Items to be Added/Modified:
The total sanitary sewer main permitted has been reduce to 698 LF of 8" main.
There is 658 LF of PVC pipe and 40 LF of DIP pipe. The reduced length is dut to re-
routing of main on-site during construction due to the presence of rock.
Sewers to be listed in final permit:
658 LF of 8" PVC gravity sanitary sewer main,40 LF of 8" DIP gravity sanitary sewer
main.
Sincerely,
MCADAMS
Brandon Plunkett, PE
Group Manager
creating experiences through experience 2100 S Tryon Street,Suite 400,Charlotte,NC 28203/704.S27.0800

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
r QM431,1 `�
Application Number' (to be completed by DWR) N 0 V 012024
All items must be completed or the application will be returned
WO.ROS
1. APPLICANT INFORMATION: MOORESVILLE REGIONAL OFFICE
1. Applicant's name: Accent Berkeley Charlotte,LP,c/o Westplan Investors(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:Stephen Kirkland per 15A NCAC 02T.0106(b)
Title:Construction Manager
4. Applicant's mailing address:3715 Northside Parkway NW
City: Atlanta State:GA Zip:30327-_
5. Applicant's contact information:
Phone number:[phone] Email Address:s.kirklandaa,westolan.com
II. PROJECT INFORMATION:
1. Project name: Accent Berkeley Place
2. Application/Project status: ❑ Proposed(New Permit) ® Existing Permit/Project
If a modification,provide the existing permit number:WQ0043151 and issued date: 2/7/22,
For modifications,also attach a detailed narrative description as described in Item G of the checklist.
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: 35.325020' Longitude:-80.743950'
5. Parcel ID(if applicable): (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Brandon Plunkett, PE License Number:027475
Firm:McAdams
Mailing address:2100 S Tryon Street, Suite 400
City: Charlotte State:NC Zip:28203-_
Phone number: [phone] Email Address:PlunkettAmcadamsco.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:Mallard Creek Permit Number:NCO030210
Owner Name:Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):WQ
2. Downstream(Receiving)Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS
Owner Name(s):Charlotte Water
FORM: FTA 10-23 Page 1 of 5

Vl. 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 HOA/POA Operational Agreement(FORM: HOA)and
supplementary documentation as required by 15A NCAC 02T.0I 15(c)been attached?
❑ Yes [—] No ®N/A
4. Origin of wastewater:(check all that apply):
❑ Residential(Individually 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 %Industrial(See 15A NCAC 02T.0103(20))
If Industrial,is there a Pretreatment Program in effect?❑ Yes❑No
6. Has a flow reduction been approved under 15A NCAC 02T.0114(f)? ®Yes ❑No
➢ If yes,provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow"b No.of Units Flow
Residential,Multifamily apartments for rent 135 gal/day 0 0 GPD
Pool (people) 10 gal/day/person 0 0 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 0 GPD
a See 15A NCAC 02T.0114(b),(d),(e)(1)and(e)(2)for caveats to wastewater design flow rates(i.e. 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:0 GPD(per 15A NCAC 02T.0114 and G.S. 143-215.1)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero,please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
® Flow has already been allocated in Permit Number:W00043151 Issuance Date:02/07/22
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑Other(Explain):
FORM: FTA 10-23 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02"I .0305& MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length (feet) Material
8 658 PVC
8 40 DIP
➢ 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
l. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees): Latitude: 0Longitude:- °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): gallons per minute(GPM)at feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01 C.Lb.❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation,quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
Y 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

IX. SETBACKS&SEPARATIONS—(02B.0200& 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(fl&(g)? ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
'Water mains(vertical-water over sewer preferred,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,and associated wetlands. 100 feet
**Waters classified WS(except WS-1 or WS-V),B,SA,ORW,HQW,or SB from normal
high water(or tide elevation)and wetlands associated with these waters(see item IX.2) 50 feet
**Any other stream, lake,impoundment,or ground water lowering and surface drainage
ditches,as well as wetlands associated with these waters or classified as WL. 10 feet
Any building foundation(horizontal) 5 feet
Any basement(horizontal) 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
➢ If noncompliance with 02T.0305(fl or(g),see Section X.1 of this application
*15A NCAC 02T.0305(e)contains alternatives where separations in 02T.0305(fl cannot be achieved.Please check"yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webna¢e
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ❑No ®N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Yadkin-SE Catawba ❑ No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02B.0200? ® Yes ❑No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ®No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0 I 05(c)(6)(additional permits/certifications)? ® Yes ❑No
Per 15A NCAC 02T.0I05(c)(6),directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed"high-priority?" ❑ Yes ®No
Per 15A NCAC 02T.04021"high-priority sewer"means any aerial sewer,sewer contacting surface waters,
siphon,or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System-Wide Collection permit.
FORM: FTA 10-23 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, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to Ionizer
review times.For projects requiring two or more variances or where the variance is determined by the Division to be a
sienificant portion of the project,the full technical review is required.
2. Professional Engineer's Certification:
I, *_�Ib9ri C - - '�frc� ,attest that this application for
(Professional Engineer's name from Application Item Ill.1.) (Project Name from Application Item II.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,
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.Misrepresentation of the application
information,including failure to disclose any design non-compliance with the applicable Rules and design criteria,may subject
the North Carolina-licensed Professional Engineer to referral to the licensing board.(21 NCAC 56.0701)
........................................................................................
North Carolina Professional Engineer's seal,signature,and date: •%0 VA CAA'h,,��
.•'� S , • •
s
G.
....................................... Z� i
3. Applicant's Certification per 15A NCAC 02T.0106(b):
I, // �j �� C_�_ ,attest that this application for �G...
(Sign re Authority Name from Application Item I.3.) (Project Name from Application Itein II.1)
attest that this application 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: �I 2
FORM: FTA 10-23 Page 5 of 5

CHARLOTTE
W4)TER
July 1st, 2021
Mr. Jonathan Woodard
McAdams
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
ACCENT BERKELEY PLACE
10123 BERKELEY PLACE DRIVE, CHARLOTTE, NC 28262
CLTWATER TRACKING#20213727
After an analysis of the sanitary sewer associated with the proposed design of project, 20213727,
ACCENT BERKELEY PLACE, it was determined that there is sufficient capacity to accommodate
the proposed sewer flow of 28,430 gallons per day(198 units x 135 gpd/unit, 170 people x 10
gpd(person) at the connection point(s) indicated on the submitted utility plan for transmission to the
Mallard Creek Wastewater Treatment Plant; NPDES permit number NCO030210, 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(704) 432-5801.
Sincerely,
Gwi,U,e rww-AP%,z&La,
Guillermo Anzola / Engineering Assistant
CHARLOTTE WATER
Charlotte Water 5100 Brookshire Blvd,Charlotte,NC 28216 charlottewater.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: McAdams
Project Name for which flow is being requested: Accent Berkeley Place (Residential)
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: Mallard Creek WWTP
b. WWTP Facility Permit#: N00030210
All flows are in MGD
c. WWTP facility's permitted flow 12.00
d. Estimated obligated flow not yet tributary to the WWTP 1.089
e. WWTP facility's actual avg. flow 9.5
f. Total flow for this specific request 0.02843
g. Total actual and obligated flows to the facility 10.617
h. Percent of permitted flow used 88.5%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm/po, 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 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): Unknown
Downstream Permit Number: Unknown
Page I 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.
��... 6/25/2021
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 6
FTSE 10-18

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SOSID: 2129436
Date Filed: 2/10/2021 1:16:00 PM
Elaine F.Marshall
North Carolina Secretary of State
C2021 041 01648
State of North Carolina
Department of the Secretary of State
APPLICATION FOR REGISTRATION
eti A�
AS A FOREIGN LIMITED PARTNERSHIP
Pursuant to §59-902 of the General Statutes of North Carolina,the undersigned hereby submits this application
for Registration as a Foreign Limited Partnership for the purpose of obtaining a Certificate of Authority to
transact business in this State.
1. The name of the foreign limited partnership is:Accent Berkeley Place Charlotte, LP
2. If the name of the foreign limited partnership is unavailable for use in the State of North Carolina,the name the
limited partnership wishes to use is:
(The name must contain the words"Limited Partnership,"or the abbreviation"L.P."or"LP,"or the combination
"Ltd. Partnership".)
3. The jurisdiction in which the limited partnership was formed is Georgia
and the date of formation was January 27,2021 The limited partnership's period of duration is
perpetual
4. The street address of the principal office is:
Number and street: 3715 Northside Parkway NW, Building 400, Suite 375
City: Atlanta State: GA Zip Code: 30327 County: Fulton
The mailing address,if different from the street address,of the principal office:
Telephone: [phone]
Number and Street:
City: State: Zip Code: County:
5. Name of Registered Agent: C T Corporation System
6. Address of Registered Agent's Office:
Number and Street: 160 Mine Lake Court, Suite 200
City. Raleigh State: NC Zip Code: 27615 County: Wake
The mailing address,if different from the street address,of the registered office:
Number and Street:
City: State: NC Zip Code: County:
NOTES:
Filing fee is$50. This document must be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION P.O.BOX 29622 RALEIGH,NC 27626-06222
(Revised August,2017) Page 1 Form LP-04

7. In consideration of the issuance of a Certificate of Authority to transact business in North Carolina,the limited
partnership appoints the Secretary of State of North Carolina as the agent to receive service of process,notice or
demand,whenever the foreign limited partnership fails to appoint or maintain a registered agent in this State,or
whenever such registered agent cannot with reasonable diligence be found at the registered office.
8. (Optional):Please provide a business e-mail address Privacy Redaction
The Secretary of State's Office will e-mail the business automatically at the address provided at no charge when a
document is filed. The e-mail provided will not be viewable on the website. For more information on why this
service is being offered,please see the instructions for this document.
9. Enter the name and address of each general partner: (attach additional sheets if necessary)
Name Accent Berkeley Place GP, LLC Name
Street/No.3715 Northside Pkwy, Bldg 400,Ste 375 Street/No.
City Atlanta city
State/Ziu Georgia 30327 State/Zip
10. Limited Partners(select I or 2,as appropriate)
❑ Attached is a list of the names and addresses of all limited partners(include full name/street
address/city/state/zip code/county);or
0 The location of the office where list of the names and addresses of the limited partners and their capital
contributions will be kept as long as the limited partnership transacts business in North Carolina is:
Number and Street: 3715 Northside Parkway NW, Building 400, Suite 375
City: Atlanta State: GA Zip Code: 30327 County: Fulton
it. (Select one)
❑The foreign limited partnership is a foreign limited liability limited partnership.
❑■ The foreign limited partnership is not a foreign limited liability limited partnership.
12. This registration will be effective upon filing, unless a future date and/or time is specified:
Ewoud N.Swaak,Manager of Accent Berkeley Place GP,LLC
Typed or printed nai
J `J 1
Signature
General Partner
Title
NOTES:
Filing fee is S50. This document must be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION P.O.BOX 29622 RALEIGH,NC 27626-06222
(Revised August,2017) Page 2 Form LP-04

Control Number:21023003
STATE OF GEORGIA
Secretary of State
Corporations Division
313 West Tower
2 Martin Luther King, Jr. Dr.
Atlanta, Georgia 30334-1530
CERTIFICATE OF EXISTENCE
I, Brad Raffensperger, the Secretary of State of the State of Georgia, do hereby certify under the seal of
my office that
Accent Berkeley Place Charlotte, LP
a Domestic Limited Partnership
was formed in the jurisdiction stated below or was authorized to transact business in Georgia on the
below date. Said entity is in compliance with the applicable filing and annual registration provisions of
Title 14 of the Official Code of Georgia Annotated and has not filed articles of dissolution, certificate of
cancellation or any other similar document with the office of the Secretary of State.
This certificate relates only to the legal existence of the above-named entity as of the date issued. It does
not certify whether or not a notice of intent to dissolve, an application for withdrawal, a statement of
commencement of winding up or any other similar document has been filed or is pending with the
Secretary of State.
This certificate is issued pursuant to Title 14 of the Official Code of Georgia Annotated and is prima-facie
evidence that said entity is in existence or is authorized to transact business in this state.
Docket Number : 20229339
Date Inc/Auth/Filed: 01/27/2021
Jurisdiction Georgia
Print Date 02/10/2021
Form Number 211
`e•
r
Brad Raffenspergcr
.1776
Secretary of State

ROY COOPER
covmtor
ELIZABETH S.BISER
Srcretary
S.DANIEL SMITH
D7recror 4 "".
NORTH CAROLINA
£nvlronmentol Quality
February 7, 2022
Mr. Stephen Kirkland
Accent Berkeley Charlotte, LP
3715 Northside Parkway NW, Building 400,Suite 375
Atlanta, GA 30328
Subject: Permit No. WQ0043151
Accent Berkeley Charlotte, LP
Accent Berkeley Place
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Kirkland,
In accordance with your application received February 1, 2022, we are forwarding herewith Permit No.
WQ0043151 dated February 7, 2022, to Accent Berkeley Charlotte, LP (Permittee) for the construction
and operation upon certification of the subject wastewater collection system extension. This permit shall
be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T.0403 or any individual system-wide collection system
permit issued to the Permittee.
Condition 11.7: Upon completion of construction and prior to operation of these permitted facilities,the
completed Engineering Certification form with checklist attached to this permit shall be
submitted with the required supporting documents to the address provided on the form.
Permit modifications are required for any changes resulting in non-compliance with
this permit, regulations,or the Minimum Design Criteria. [15A NCAC 02T.0116]
It shall be 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
D_E Q A North Caml•na Department of Environmental Qudtty Drvtsron of Water Resource,
Atootesvdle Reylonaf Office :.bl0 East Center Avenue.Suite 101 Afonresvi le.North Carolina 2811"
•,�,II—•-�! 7041,63.16W)

Accent Berkeley Charlotte, LP
Permit No.WQ0043151
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.
If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
DocuSigned by:
A14CC681AF27425...
for S. Daniel Smith
Director, Division of Water Resources
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Brandon G. Plunkett, P.E. (electronic copy)
Charlotte Water(electronic copy)
Tommy Rowland (electronic copy)
Water Resources Central Files (electronic copy)
Regional Office Files
Page 2 of 8

NORTH CAROLINA
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 the
Accent Berkeley Charlotte, LP
Mecklenburg County
for the construction and operation of approximately 97 linear feet of 6-inch gravity sewer and 1,161 linear
feet of 8-inch gravity sewer as part of the Accent Berkeley Place project, and the discharge of 28,430
gallons per day of collected domestic wastewater into the Charlotte Water existing sewerage system,
pursuant to the application received February 1, 2022 and in conformity with 15A NCAC 2T;the Division's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable;the Division's Minimum
Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
DocuSigned by:
A14CC681AF27425...
for S. Daniel Smith
Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0043151
Permit Issued: February 7,2022
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Accent Berkeley Charlotte, LP 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 Mallard Creek
Wastewater Treatment Facility in accordance with Permit Number NC0030210.
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 forthe 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
1. This permit shall become voidable unless the agreement between Accent Berkeley Charlotte, LP and
Charlotte Water for the collection and final treatment of wastewater is in full force and effect. [15A
NCAC 02T.0304(h)]
2. No flow in excess of the quantity permitted herein,28,430 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)]
II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved. [15A NCAC 02T.0104;G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1,2000 as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T.0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system-wide collection system permit for the
Page 4 of 8

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(i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High-priority sewer lines shall be inspected at least once per every six-months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute§143-215.1C.
h. A Grease Control Program is in place as follows:
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.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office,telephone number(704) 663-1699 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 of pumps, line
blockage or breakage, etc.;or
b. Any SSO and/or spill over 1,000 gallons;or
c. Any SSO and/or spill, regardless of volume,that reaches surface water
Page 5 of 8

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 [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO(or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form with checklist attached to this permit shall be submitted with the
required supporting documents to the address provided on the form. A complete certification is one
where the form is fully executed and the supporting documents are provided as applicable. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement,then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings(plan&profile views of sewer lines&force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy ofthe 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 changes of 10%or greater,increased flow,
pump station design capacity design increases of 5%or greater,and increases in the number/type
Page 6 of 8

of connections),regulations,or the Minimum Design Criteria. Requested modifications or variances
to the Minimum Design Criteria will be reviewed on a case-by-case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After-construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T.0116]
8. Gravity sewers installed greaterthan ten percent below the minimum required slope perthe 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 priorto 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 required by
the Division or any other Federal,State,of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 10-23&SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria(Gravity Sewer&Pump Stations/Force Mains)and that plans,specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T,15A NCAC 02T.0300,Division policies,and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted(do not require a permit from the Division)are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process(must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria(MDC)documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
➢ Pressure sewer systems utilizing simplex septic tank-effluent pumps(STEPS)or simplex grinder pumps;
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems(e.g.force mains);
➢ Vacuum sewer systems.
General—When submitting an application,please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information.Failure to submit all required items will necessitate additional processing and review
time,and may result in return of the application. Unless otherwise noted,the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy(second copy may be digital)of Application and Supporting Documents
® Required unless otherwise noted.Signatures on original must be"wet ink"or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description(Required for All Application Packages):
® List all items included in the application package,as well as a brief description of the requested permitting action.
➢ Be specific as to the system type,number of homes served,flow allocation required,etc.
➢ Include the permit number/status of any other required sewer permits(downstream/upstream)
➢ If necessary for clarity,include attachments to the application form.
C. Application Fee(All New and Modification Application Packages):
® Submit a check or money order in the amount of$600.00,dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality(NCDEQ)
D. Fast Track Application(Required for All Application Packages,Form FTA 10-23):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions,attachments to the application may be made.
® If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item 1.2 is a partnership or d/b/a,enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in Item 11.1 shall be consistent with the project name on the flow acceptance letters,agreements,etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed,sealed and dated by a North Carolina
licensed Professional En ig neer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T.0106(b). Per
15A NCAC 02T.0106(c),an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T.0106(b).
INSTRUCTIONS FOR FORM: FTA 10-23&SUPPORTING DOCUMENTATION Page 1 of 3

E. Flow Tracking/Acceptance Form(Form: FTSE 10-23)(If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project-specific FTSE.
F. Site Maps(All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components(gravity sewer,pump stations,&force main)
➢ Downstream connection points and permit number(if known)for the receiving sewer
® Include an aerial location map showing general project area(such as street names or latitude/longitude)so that Division staff
can easily locate it in the field.
G. Existing Permit(Application Packages for Modifications to an Existing Permit):
® Submit a copy of the most recently issued existing permit.
® Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit,items to be
added,and/or items to be modified(the application form itself should include only include items to be added/modified).The
narrative should also include whether any previously permitted items have been certified.
® The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan(Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T.0305(h)(1),submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant(see 15A NCAC 02T .0106(b))or proposed contractor,
stating that"the portable power generation unit or portable, independently-powered pumping units,associated appurtenances
and personnel are available for distribution and operation of this pump 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.(Required at time of certification)
I. Certificate of Public Convenience and Necessity(All Application Packages for Privately-Owned Public Utilities):
❑ Per 15A NCAC 02T.0I 15(a)(1)provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension,or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
J. Operational Agreements(Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners'Associations
❑ Per 15A NCAC 02T.0115(c),submit the properly executed Operational Agreement(FORM: HOA).
❑ Per 15A NCAC 02T.0115(c),submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T.0115(b),submit the properly executed Operational Agreement(FORM: DEV).
For more information, visit the Division's collection systems tivebsile
INSTRUCTIONS FOR FORM: FTA 10-23&SUPPORTING DOCUMENTATION Page 2 of 3

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 28778-8211 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 28301-5095 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 Regional Office 3800 Barrett Drive Chatham, Durham, Edgecombe, Franklin,
Water Quality Section Raleigh, North Carolina 27609 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 Regional 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 Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section Suite 300 Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105 Stokes, Surry,Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Accent Berkeley Charlotte.LP,c/o Westplan Investors(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:Stephen Kirkland per 15A NCAC 02T.0106(b)
Title:Construction Manager
4. Applicant's mailing address:3715 Northside Parkway NW
City:Atlanta State:GA Zip:30327-_
5. Applicant's contact information:
Phone number: [phone] Email Address:s.kirklandaa,westplan.com
11. PROJECT INFORMATION:
1. Project name:Accent Berkeley Place
2. Application/Project status: ❑ Proposed(New Permit) ® Existing Permit/Project
If a modification,provide the existing permit number: WQ0043151 and issued date: 2/7/22,
For modifications,also attach a detailed narrative description as described in Item C of the checklist.
If new construction,but part of a master plan,provide the existing permit number: W Q00
3. County where project is located: Mecklenburg
4. Approximate Coordinates(Decimal Degrees): Latitude: 35.325020' Longitude:-80.743950
5. Parcel ID(if applicable): (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
l. Professional Engineer: Brandon Plunkett,PE License Number:027475
Firm:McAdams
Mailing address:2100 S Tryon Street, Suite 400
City: Charlotte State:NC Zip:28203-_
Phone number:[phone] Email Address:olunkettna,mcadamsco.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:Mallard Creek Permit Number:NCO030210
Owner Name:Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. PermitNumber(s):WQ
2. Downstream(Receiving)Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable):WQCS
Owner Name(s):Charlotte Water
FORM: FTA 10-23 Page I of 5

VI. 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 HOA/POA Operational Agreement(FORM: HOA)and
supplementary documentation as required by 15A NCAC 02T.0115(c)been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater:(check all that apply):
❑ Residential(Individually 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 %Industrial(See 15A NCAC 02T.0103(20))
If Industrial,is there a Pretreatment Program in effect?❑ Yes❑No
6. Has a flow reduction been approved under 15A NCAC 02T.0114(f)? ®Yes ❑No
➢ If yes,provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow` No.of Units Flow
Residential, Multifamily apartments for rent 135 gal/day 0 0 GPD
Pool (people) 10 gal/day/person 0 0 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
7otal 0 GPD
a See 15A NCAC 02T.0114(b), (d),(e)(1)and(e)(2)for caveats to wastewater design flow rates(i.e. 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:0 GPD(per 15A NCAC 02T.0114 and G.S. 143-215.1)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero,please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
®Flow has already been allocated in Permit Number:W00043151 Issuance Date:02/07/22
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑Other(Explain):
FORM: FTA 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 658 PVC
8 40 DIP
➢ 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees):Latitude: 0Longitude:- °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): gallons per minute(GPM)at feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01 C.Lb.❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation,quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

IX. SETBACKS&SEPARATIONS—(02B.0200& 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/altematives found in 15A NCAC 02T.0305(f)&(g)? ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
zWater mains(vertical-water over sewer preferred,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,and associated wetlands. 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 associated with these waters(see item IX.2) 50 feet
**Any other stream,lake,impoundment,or ground water lowering and surface drainage
ditches,as well as wetlands associated with these waters or classified as WL. 10 feet
Any building foundation(horizontal) 5 feet
Any basement(horizontal) 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
➢ If noncompliance with 02T.0305(f)or(e),see Section X.1 of this application
*15A NCAC 02T.0305(e)contains alternatives where separations in 02T.0305(f)cannot be achieved. Please check"yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webnaee
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑No ❑ N/A
➢ If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ❑No ®N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Yadkin-SE Catawba ❑No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02B.0200? ® Yes ❑No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ®No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. 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 must be 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.).
7. Does this project include any sewer collection lines that are deemed"high-priority?" ❑ Yes ®No
Per 15A NCAC 02T.0402,"high-priority sewer"means any aerial sewer,sewer contacting surface waters,
siphon,or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System-Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5