WQ0041706_Application (FTSE)_20200519

R IVE/ L?ER/[ n
BOHLER# MAY 2020
WQRO
GORE VILLE REGIONAL OFFICE
Project: South Tryon Townhomes (Tryon Fence)
Mecklenburg County
City of Charlotte, NC
Project #: NCC182066
Date: May 13, 2020
As part of the Fast Track Sewer Application for Freeman Place, it is required that a Cover Letter
accompany the application.
This project will include the construction of 79 Townhouse residential units on S. Tryon Street between
Trycan Drive and Yorkshire Drive in the City of Charlotte. The proposed sanitary sewer system will
convey private waste from the development to the existing sewer line under S. Tryon Street. The required
flow allocation for this project is 17,100 GPD.
This package includes the information listed below in order to permit the project described above for a
public sewer main extension.
• Sewer FTA/FTSE Applications
• Application Fee ($480)
• Sewer Extension Plans
• Vicinity Maps
• Flow Tracking Form
Please feel free to contact this office at 980-272-3400 if you have any questions or need further
clarifications.
Professional Engineer: Brian Miller, PE
www.BohlerEngineering.com

DocuSign Envelope ID: 61702CCC-5B46-41 E7-B826-7E406131700EH
State of North Carolina
I) Department of Environmental Quality WRDivision of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: ��M9h1—()(qto be completed by DwR)
MAY V9 ?020
All items must be completed or the application will be returned
VitOEC1S
I. APPLICANT INFORMATION:
C70F2ESt11Lt,1° REGIONAL OFInit;
1. Applicant's name: Boulevard Real Estate Advisors 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: Christopher Branch per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 121 West Trade Street STE 2800
City: Charlotte State: NC Zip: 28202
5. Applicant's contact information:
Phone number: [phone] Email Address: Chris.BranchL�blvdrea.com
II. PROJECT INFORMATION:
1. Project name: South Tryon Townhomes (Tryon Fence)
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: 35.193984' Longitude:-80.878290'
5. Parcel ID (if applicable): 14901213
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Brian Miller License Number: 045609
Firm: Bohler Engineering NC, PLLC
Mailing address: 1927 S. Tryon Street, Suite 310
City: Charlotte State: NC Zip: 28203
Phone number; [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Irwin Creek Permit Number: NCO024945
Owner Name:
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Pagel of 5

DocuSign Envelope ID: 81702CCC-5B46-41 E7-Bt326-7E406DF00E86
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 AgreementjFORM: DEV) been attached?
❑ Yes [—]No ®N/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Areemeut (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 0 % Commercial
0 % 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 02.T01 14(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 1,b
No, of Units
Flow
Dwelling Unit
190 gal/day/unit
90
17,100 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
17,100 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 15,010 (79 Units) 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

DocuSign Envelope ID: B I 702CCC-5B46-41 E7-BB26-7E406DFOOE86
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC Gravity Sewers):
I . Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" 1062 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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry -15A NCAC 02T .0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

DocuSign Envelope ID: 131702CCC-5B46-41 E7-BB26-7E406DF00E86
IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305( & (u) ®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
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any buil ing foundation
5 feet
Any basement
10 feet
Top sloe 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.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnage
➢ If noncompliance with 02T.0305(t) or ). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.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 Perrnitting 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

DocuSign Envelope ID: B1702CCC-5B46-41 E7-BB26-7E406DFOOE86
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Proferie"aw
Ralu ftl$ br's Certification:
ky"
(Professional Engineer's name from Application Item III. 1.)
attest that this application for
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:
3. Apffip-RPffi's'VEq-eYficatioil per 15A NCAC 02T .0106(b):
O®E,/� � DoouSign'ed by:
_ SEAL `� DEz81E0 5D22+
045609
°
41
IV
13
"1,, I I I t•� 1 U„!t"
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 143-215.68, 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.
Docuftnaadby:
(6s 1n„"
r 5/14/2020
m992F049FAF0F4r9... ate:
FORM: FTA 04-16 Page 5 of 5

1'SGS V.S. DEPARTMENTU S. GEOLOGICAL AL SURVEYERIOR
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CHARLOTTE WEST QUADRANGLE
NORTH CAROLINA � MFCRLENBURG COUNTY
1.S NJNUEE $ERIC,
a CHARLOTTE WEST, NC
311

R11:#VELVNCDENR1DWP
ivAY I U`0 0
WQROS
MOORESVILLE REGIONAL OFFICE
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Bohler Engineering
Project Name for which flow is being requested: Tryon Fence
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #:
NC0024970, NC0024945, NCO024937
All flows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
99.0
13.279
69.192
0.017
82.488
83.3%
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): South Tryon Street
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-18

III. Certification Statement:
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
3/11 /2019
Date
Page 2 of 6
FTSL 10-18

North Carolina Secretary of State Search Results
Page 1 of 1
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Legal Name
Boulevard Real Estate Advisors LLC
Sosld: 1538665
Status: Current -Active
Date Formed: 8/22/2016
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Branch, Christopher J.
Wr •
Mailing Principal Office Reg Office
2100 Hastings Dr 2100 Hastings Dr 2100 Hastings Drive
Charlotte, NC 28207 Charlotte, NC 28207 Charlotte, NC 28207-2426
Reg Mailing
2100 Hastings Drive
Charlotte, NC 28207-2426
•• • •FTIV
All LLC&are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Christopher J Branch
2100 Hastings Dr
Charlotte NC 28207
https://www.sosne.gov/online_services/search/Business_Registration_Results 5/21/2020

Central Files: APS _ SWP _
5/28/2020
Permit Number WQ0041703
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
5,510
Facility
Facility Name
POE
Location Address
Owner
Owner Name
Byfiorenza Poe Noda LLC
Dates/Events
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Adam Fiorenza
227 East Blvd
Charlotte NC 28203
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
5/27/2020 5/19/2020
5/27/2020 5/27/2020
Regulated Activities
Requested /Received Events
Subdivision
Additional information requested
Wastewater collection
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin