WQ0041247_Application (FTSE)_20191021

:OWADAMS
Date: October 15, 2019
To: Ms. Debbie Luckman
NCDEQ
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Ez
na"A'I'fl t ) i(
rk� OF TRANSINA1
HAND DELIVER - Original FTA and FEE
ELECTRONIC SUBMITTAL
Re: Broadstone Ayrsley
Job #: ALL-19000
I am sending you the following items:
❑ Drawings ❑ Letter
❑ Specifications ® Submittal — Private Sewer
❑ Plans ❑ Prints
❑ Statement of Qualifications
❑ Other
QUANTITY
UNIT
DESCRIPTION
1
Fast Track Sewer System Extension Application- electronic & hard copy
1
FTSE- electronic
1
USGS Topo Map- electronic
1
Street Level Map- electronic
1
Cover Letter- electronic
1
Capacity Assurance Review Letter- electronic
1
Application Fee- hard copy
Transmitted as checked below:
® For approval
❑ For your use
❑ As requested
Remarks:
Copy to:
❑ For review + comment
❑ Other
❑ Other
Signatu
grar dbn PI,Lin kett, PE
Senior Project Manager
creating experiences through experience 3430 Toringdon Way, Suite 110, Charlotte, NC 28277 / 704. 527.0800

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 bqCUMENTATION
�� 1 #
Application Number: 7 ,44-/ (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Alliance Realty Partners, 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: Donald Santos per 15A NCAC 02T .0106(b) YJ
Title: Vice President 0C T I
4. Applicant's mailing address: 200 Providence Road, Suite 250
,iE al }
City: Charlotte State: North Carolina Zip: 28207- r=E_i
5. Applicant's contact information:
Phone number: [phone] Email Address: dsantos ,allresco.com
II. PROJECT INFORMATION:
1. Project name: Broadstone Ayrsley
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: 35.132876' Longitude:-80.931573'
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Brandon Plunkett, PE
Firm: McAdams
License Number: 27475
Mailing address: 3430 Toringdon Way, Suite 110
City: Charlotte State: NC Zip: 27277-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek Wastewater Treatment Plant Permit Number: NCO024970
Owner Name: Charlotte Water
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

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 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 .0103(20))
,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 02T.0114(fl)
Daily Design Flow a,B
No. of Units
Flow
Apartments
135 gal/unit
315
42,525 GPD
Townhomes
190 gal/unit
5
950 GPD
Amenity
10 gal/person
170
1700 GPD
gal/
GPD
gall
GPD
gal/
GPD
Total
45,175 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(l) 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: _ 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

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" 293.71 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: 0Longitude: - °
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) & (g)
➢ 15A 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-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation) and wetlands see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305W cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(fl or (2). 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 0213.0200? ®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?
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:
attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
:...........................................................
North Carolina Professional Engineer's seal, signature, and date: Q��•e�e�P��is•
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s �
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e q
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I Donald Santos, Vice President attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
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.
y�-
Signature
Date:
FORM: FTA 04-16 Page 5 of 5

'M
WADAMS
October 9, 2019
NCDEQ Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, North Carolina 28115
Re: Fast -Track Application (FTA 04-16) For Sewer
Broadstone Ayrsley
Charlotte, North Carolina
ALL-19000
Please find enclosed with this letter the following attachments:
1. Application Form (FTA 04-16) — one original (hand delivered)
2. Application Fee (hand delivered)
3. Flow Tracking/Acceptance for Sewer Extension Permit Form (FTSE 08-13)
4. Street Level Map
5. USGS Topographic Map
6. Capacity Assurance Review Letter
CCI
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The proposed project is a 320-unit apartment community in Charlotte, NC. Charlotte will be accepting the sewer
flows from this project. The proposed private sewer collection system will have 8" gravity main and will be built in
one phase.
Sincerely,
MCADAMS ;
Brandon Plunkett, PE
Senior Project Manager
BGP/ks
creating experiences through experience 3430 Toringdon Way, Suite 110, Charlotte, NC 28277 / 704. 527.0800

(1 State of North Carolina
Department of Environmental Quality
W ,0e'�rs3!a�_ 3!_�� 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: Broadstone Ayrsley - Ayrsley 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 waste►vater 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
Alt flows are an MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 14.065
e. WWTP facility's actual avg. flow 75.500
f. Total flow for this specific request 0.045175
g. Total actual and obligated flows to the facility 89.611
h. Percent of permitted flow used 90.5%
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 / p fl,
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): Pioneer Avenue Branch Trunk
Downstream Permit Number: Unknown
Page I of 6
FTSE 10-18

I11. Certification Statement:
1 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 Official Signature
Chief Engineer
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18

AYRSLEY
USCS TOPO MAP
1,000 2,000 4,000 PROJECT : ALL-19000
Feet
t inch = 2,000 feet CHARLOTTE, NORTH CAROLI NA

August 23, 2019
Mrs. Kyra Schneider
McAdams
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
BROADSTONE AYRSLEY - AYRSLEY APARTMENTS
PIONEER AVENUE, CHARLOTTE, NC
CLTWATER TRACKING# 20194902
After an analysis of the sanitary sewer associated with the proposed design of project, 20194902,
Broadstone Ayrsley-Ayrsley Apartments, it was determined that there is sufficient capacity to
accommodate the proposed sewer flow of 45,175 gallons per day (315 units x 135 gpd/unit; 5
units x 190 gpd/unit; 170 persons x 10 gpd/person) at the connection point(s) indicated on the
submitted utility plan for transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES
permit number NC0024970, for treatment. This acceptance of flow is based upon the existing
capacity of the designated publicly owned treatments works. Please see attached NCDEQ-FTSE
form.
Charlotte Water (CLTWater) agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water
Supply Management Plan, PWS ID # 0160010 on file with the Public Water Supply Section of
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If the appropriate authorization to construct permits are not obtained construction has not started
within two (2)years of issuance of this flow acceptance, and payment for any service connections
have not been received within two (2) years of issuance of this flow acceptance letter, this flow
acceptance approval shall be rescinded, and a new flow acceptance request must be made.
The CAP analysis performed determines available capacity within the existing public gravity sewer
system. The developer is responsible for any additional private or public sewer infrastructure
required to convey flow from the proposed development to the existing public gravity sewer.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Avvzaty,
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 Charlottewater.org
?fir Operated by the City of Charlotte

North Carolina Secretary of State Search Results
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Legal Name
Alliance Realty Partners, LLC
Information
Sosld: 1610328
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 7/17/2017
State of Incorporation:
DE
Registered Agent: CT Corporation System
Reg Office Reg Mailing Mailing
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200 2525 E. Camelback Rd., Ste 500
Raleigh, NC 27615 Raleigh, NC 27615 Phoenix, AZ 85016
Principal Office
2525 E. Camelback Rd., Ste 500
Phoenix, AZ 85016
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member
Nicholas Chapman V Jay Hiemenz
2525 E Camelback Road Suite #500 2525 E Camelback Road Suite #500
Phoenix AZ 85016
Phoenix AZ 85106
littps://www.sosne.gov/online__services/searel-i/Business Registration Results 10/18/2019

North Carolina Secretary of State Search Results
Z-mat
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John Rippel
2525 E Camelback Road Suite #500
Phoenix AZ 85016
https://www.sosne.gov/online services/search/Business Registration Results 10/18/2019