WQ0040748_Application (FTSE)_20190430

State of North Carolina
DW
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
"Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (A-V "�a4Nto be completed by DWR)
P,;IAR 2 8 ?.1019
All items must be completed or the application will be returned
VUV( ROS
I. APPLICANT INFORMATION: t�AOORFSVIUE F5EGIONAL OFNCE
1. Applicant's name: Charlotte Tryon Hills 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: Todd Jackovich per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 3200 West End Avenue, Suite 500
City: Nashville State: TN Zip: 37203-
5. Applicant's contact information:
Phone number: [phone] Email Address: toddj(a stoneheng_ereg com
II. PROJECT INFORMATION:
1. Project name: Tryon Hills
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: 35.246919' Longitude:-80.823152'
5. Parcel ID (if applicable): 07909401
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Kevin Vogel License Number: 21164
Firm: LandDesign
Mailing address: 223 N Graham Street
City: Charlotte State: NC Zip: 28202-
Phone number: [phone] Email Address: kvogel(a_),landdesign.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek Permit Number: NC0024970, NC0024945, NCO024937
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

RFCEIVEDlN(,'DENR/DWR
VI. GENERAL REQUIREMENTS WQROS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience aW)1@i2FWtI l-t pffgQ &,PFFICE
❑ 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 I lome/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(201)
1Is 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
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow 1,b
No. of Units
Flow
Apartment
135 gal/day
81
10,935 GPD
Swimming Pool
10 gal/person
20
200 GPD
Carriage House
190 gal/day
26
4,940 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
16,075 GPD
a See 15A NCAC 02T .0114(b), (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 1.5A NCAC 02T.011.41 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 16,075 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
304.9
PVC
6
111.17
PVC
49 iEIVEOMCDENRIDWR
APR 2 9
WOROS
WORESVILLS REGIONAL OFFICE
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B);
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(P):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g) ❑ Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Stone 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 Il 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(a) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes []No ®N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 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.0I05(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 1 A NCAC Q2T, the Minimum Qg§igLi ntidA StatiopA
and F2rcg Maiga (1#WJ ygaigt1) and the vity Sewer Minimum Design Cntena (l t� ; v xtaion) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I, Kevin Vogel attest that this application for
(Professional Engineer's name from Application Item II1.1.)
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. 1 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: 0\I I I I I I I//
'(H CARo///
eSS/Dti i2 /
a SEAL r�
W.
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Todd Jaekovieh attest that this application for
(Signature Authority's name & title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-2U,.0, , 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:
FORM: FTA 04-16 Page 5 of 5

R5CEIVEDINCDr=NR/DWR
AI-'K 2 � l)19
WQROS
MOO F�lfhb[fKifi'f Ca4ibftiff
Department of Environmental Quality
Division of Water Resources
Flow Tracking or Sewer Extension Applications
DDivision of Water Resources g ft
(FTSE 10-18)
Entity Requesting Allocation: rand Design Inc.
Project Name for which flow is being requested: Tryon Hills (Apartments(Fownhomes)
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 #: NCO024970, NC0024945, NCO024937
All flows are in MGD
c. WWTP facility's permitted flow 99.0
d. Estimated obligated flow not yet tributary to the WWTP 13.19
e. WWTP facility's actual avg. flow 69.192
f. Total flow for this specific request 0.016075
g. Total actual and obligated flows to the facility 82.4
h. Percent of permitted flow used 83.2%
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 / pf),
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 1 of 6
FTSE 10-18

111. Certification Statement:
I Keri Cantrell certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any
capacity related sanitary sewer overflows or overburden any downstream pump station en route to the
receiving treatment plant under normal circumstances, given the implementation of the planned
improvements identified in the planning assessment where applicable. This analysis has been performed
in accordance with local established policies and procedures using the best available data. This
certification applies to those items listed above in Sections I and II plus all attached planning assessment
addendums for which I am the responsible party. Signature of this form certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
Signing Official Signature
Chief Engineer
Title of Signing Official
4/17/2019
Date
Page 2 of 6
FTSE 10-18

CHARLOTTE
W6TER
February 8, 2019
Mr. Matt Weschler
Land Design Inc.
223 N. Graham St.
Charlotte, NC 28202
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
TRYON HILLS
311 W. 25T" ST, CHARLOTTE NC
CLTWATER TRACKING# 2019942
After an analysis of the sanitary sewer system associated with the proposed design of project
2019942, Tryon Hills, it was determined that there is sufficient capacity to accommodate the
proposed sewer flow of 42, 640 gallons per day (244 units x 135 gpol/unit;50 units x 190 gpd/unit;20
person x 10 gpd/person) at the connection point(s) indicated on the submitted utility plan for
transmission to the Sugar Creek Wastewater Treatment Plant; NPDES permit number NC0024937,
for treatment. This acceptance of flow is based on the existing capacity of the designated publicly
owned treatments works. Please see attached NC DEQ flow tracking form.
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 NC DENR. However,
CLTWater cannot guarantee a constant pressure or quality of flow.
CLTWater does not expect any of the above conditions to preclude water or sewer service to the
subject site. However, the applicant should understand that due to the involvement of other agencies
and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved. Connection to the CLTWater and sewer system is
accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct 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 and construction has not started
within two L2) years of issuance of this flow acceptance; and payment for any service connections)
have not been received within (2) years of issuance of this flow acceptance, this flow acceptance
approval shall be rescinded and a new flow acceptance request must be made. If you have any
questions, please do not hesitate to contact me at [phone] or Justin Webster (704) 336-
3019.
Sincerely,
Gwendolyn Banner
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
operated by the City of Charlotte

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State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID: 1552164
Date Filed: 10/27/2016 11:14:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C2016 299 00457
Pursuant to §57D-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit these
Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is
Charlotte Tryon Hills Partners, LLC
(See Item Iof the Instructions for appropriate entity designation)
2. The name and address of each person executing these articles of organization is as follows: (State
whether each person is executing these articles of organization in the capacity of a member, organizer
or both. Note: This document must be signed by all persons listed.)
Eric R. Wilensky, Organizer, 201 17th Street, Suite 1700, Atlanta, GA 30363
3. The name of the initial registered agent is: Registered Agent Solutions, Inc.
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and Street 176 Mine Lake Court, Suite 100
City Raleigh State: NC Zip Code: 27615 County: wake
5. The mailing address, if different from the street address, of the initial registered agent office is:
Number and Street
City State: NC Zip Code: County:
6. Principal office information: (Select either a orb.)
a. ❑ The limited liability company has a principal office.
The principal office telephone number:
The street address and county of the principal office of the limited liability company is:
Number and Street
City State:
CORPORATIONS DIVISION
(Revised January 2014)
Zip Code:
P.O. Box 29622
1
County:
RALEIGH, NC 27626-0622
(Form L-01)

The mailing address, if different from the street address, of the principal office of the company is:
Number and Street
City State: Zip Code: County:
b. Q The limited liability company does not have a principal office.
Any other provisions which the limited liability company elects to include (e.g., the purpose of the entity)
are attached.
8. (Optional): Please provide a business e-mail address:
The Secretary of State's Office will e-mail the business automatically at the address provided above at no
cost when a document is filed, The e-mail provided will not be viewable on the website. For more
information on why this service is offered, please see the instructions for this document.
These articles will be effective upon filing, unless a future date is specified:
This is the 24 day of October , 2016
Signature
Eric R. Wilensky, , Organizer
Type.or Print Name and Title
The below space t6 be used if more than one organizer or member is listed in Item 42 above.
Signature
i
Type and Print Name and Title
i
'Signature
Typeand IPrint Name and Title
I
NOTES:
1. Filing fee is $125.
I
CORPORATIONS DIVISION
(Revised Januaty 2i 14)
I
Signature
Type and Print Name and Title
Signature
Type and Print Name and Title
This document must be filed with the Secretaty of State,
Y.O. Box 29622
RALEIGH, NC 27626-0622
(Form i.-01)

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
Limited Liability Company
Legal Name
Charlotte Tryon Hills Partners, LLC
Information
Sosld: 1552164
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 10/27/2016
Registered Agent: Registered Agent Solutions, Inc.
Addresses
Mailing Principal Office
1575 Northside Drive, Bldg 100 Suite 200 1575 Northside Drive, Bldg 100 Suite 200
Atlanta, GA 30318-4208 Atlanta, GA 30318-4208
Reg Office Reg Mailing
176 Mine Lake Court, Ste. 100 176 Mine Lake Court, Ste. 100
Raleigh, NC 27615-6417 Raleigh, NC 27615-6417
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
General Counsel
Eric R Wilensky
1575 Northside Drive Bldg 100, Suite 200
Atlanta GA 30318
https://www.sosnc.gov/online_services/search/Business_Registration_Results 3/28/2019

PROJECT: 1018374 TRYON HILLS/
STONEHENGE-PHASE II
1018374
SUBJECT: Tryon Hills Fast Track Sewer
Extension Permit Application
PURPOSE: For your approval
FROM
Transmittal
gFCEIVEDIN CDENRIf.')WR
r
DATE: 3/28/2019 AR
REGIONAL OFFICE
TRANSMITTAL ID: 00008
VIA: Courier
NAME
COMPANY
EMAIL
PHONE
704-333-0325
Matt Weschler
Land Design
[e-mail]
x1108
TO
NAME COMPANY EMAIL PHONE
Barry Love
610 E Center Ave #301 NCDENR -
Room # 3323 Mooresville Regional [e-mail]
Mooresville NC 28115 Office
United States
REMARKS: Barry,
Please find enclosed the following materials for the Tryon Hills Fast Track
Sewer Extension Permit Application:
• Cover letter
• FTSE Permit Application
• Flow Tracking Form
• Street level map
• USGS Map
• Articles of Organization
• $480 Review Fee Check
Please let us know if there is anything else you need to review and approve
this permit application.
Thanks very much,
Matthew Weschler, PE
Designer I Charlotte I (o) 704.333.0325
Charlotte I Washington DC ( Dallas I Orlando I Boulder
,andDesign.cc� j (a�LandDesignlnc
Page '1 of 1

LandDesp.
CREATING PLACES
THAT MATTER.
March 28, 2019
Tryon Hills
LDI Project No. 1018374
SEWER SYSTEM APPLICANT:
Charlotte Tryon Hills Partners, LLC
3200 West End Avenue, Suite 500
Nashville, TN 37203
DEVELOPER:
Charlotte Tryon Hills Partners, LLC
3200 West End Avenue, Suite 500
Nashville, TN 37203
DESCRIPTION:
We would like to request approval for sewer extension to the project site of Tryon Hills. The
proposed buildings contributing flow to the private sewer extension will include one multi -family
apartment building, six carriage houses and pool amenity area. The total wastewater flow
requested and approved for the entire Tryon Hills project was 75,535 gpd. The private sewer
extension will allocate a total flow of 30,655 gpd to the public system. We are proposing to
install 304.9 LF of 8" PVC and 111.17 LF of 6" PVC. Flows from the site will be sent to the
McAlpine Creek, Irwin Creek, and Sugar Creek Wastewater Treatment Plants (facility permit
numbers NC0024970, NCO24945, NC0024937). This application package consists of the fast
track sewer system extension application, the application fee, the flow tracking and
acceptance form from Charlotte Water, a USGS topographic map indicating the location of the
project, a street level map showing the project area, and articles of organization for Charlotte
Tryon Hills Partners, LLC
Respectfully Submitted,
Matthew Weschler, PE
LanclDesign, Inc.
LANDDESIGN.COM
223 N GRAHAM STREET CHARLOTTE NC 28202 - 704 333 0325
CHARLOTTE WASHINGTON DC DALLAS - ORLANDO • SAN FRANCISCO

g3EG°�EI VEL3/IVCM�ENRIfJ}i�'I~;
LandDesign.
CREATING PLACES
THAT MATTER.
April 29, 2019
Tryon Hills
LDI Project No. 1018374
SEWER SYSTEM APPLICANT:
Charlotte Tryon Hills Partners, LLC
3200 West End Avenue, Suite 500
Nashville, TN 37203
DEVELOPER:
Charlotte Tryon Hills Partners, LLC
3200 West End Avenue, Suite 500
Nashville, TN 37203
DESCRIPTION:
APR 2 9 ?019
WQROS
MOORESVILLE REGIONAL OFFICE
We would like to request approval for sewer extension to the project site of Tryon Hills. The
proposed buildings contributing flow to the private sewer extension will include one multi -family
apartment building, six carriage houses and pool amenity area. The total wastewater flow
requested and approved for the entire Tryon Hills project was 42,640 gpd. The private sewer
extension will allocate a total flow of 16,075 gpd to the public system. We are proposing to
install 304.9 LF of 8" PVC and 111.17 LF of 6" PVC. Flows from the site will be sent to the
McAlpine Creek, Irwin Creek, and Sugar Creek Wastewater Treatment Plants (facility permit
numbers NC0024970, NCO24945, NC0024937). This application package consists of the fast
track sewer system extension application, the application fee, the flow tracking and
acceptance form from Charlotte Water, a USGS topographic map indicating the location of the
project, a street level map showing the project area, and articles of organization for Charlotte
Tryon Hills Partners, LLC
Respectfully Submitted,
Matthew Weschler, PE
LandDesign, Inc.
LANDDESIGN.COM
223 N GRAHAM STREET CHARLOTTE NC 28202 - 704 333 0325
CHARLOTTE WASHINGTON DC DALLAS - ORLANDO • SAN FRANCISCO