WQ0042533_Application (FTSE)_20210518

Shaping the Environment
Realizing the Possibilities
Land Planning
Landscape Architecture
Civil Engine
Urban Design
enng
200 South Tryon Street, Suite 1400 Charlotte, NC 28202
p+704 376 1555 f+704 376 7851 url+ www.colejeneststone.com
Date: May 17, 2021
Reference: Mecklenburg Park
Attention: Barry Love
RECEIVED/NCDEQ/DWR
MAY 1 8 2021
Charlotte
Raleigh
WOROS
MOORESVILLE REGIONAL OFFICE
Company: NCDEQ Mooresville Regional Office
610 East Center Avenue
Mooresville, North Carolina 28115
We Are
Transmitting:
TRANSMITTAL
Tel: [phone]
Fax:
® Herewith ■ Under Separate Cover
Copies
Dated
Description
2
n/a
Cover Letter
1
04/28/21
Review Fees Check ($480.00)
2
05/17/21
Fast Track Sewer System Extension Application
2
n/a
USGS Topo Map
2
n/a
Site Aerial Map
2
03/17/21
Flow Acceptance Letter
2
03/16/21
Flow Tracking for Sewer Extension Applications
Transmitted Via: ❑ Mail ® Overnight
❑ Courier
® Hand Delivery ❑ Pick -Up
❑ For Approval ❑ For Your Use ❑ As Requested
For Review
Remarks: Attached is the Fast Track Sanitary Sewer Application for the proposed
Mecklenburg Park development.
Please contact us if you have questions or need additional information.
Thank you.
By:
cc:
P:\SDSKPR01\50360LCorrespo ndencest2016\Tra nsm itta I s

tkenest
stone
Shaping the Environment
Realizing the Possibilities
Land Planning
+
Landscape Architecture
Civil Engineering
Urban Design
200 South Tryon Street, Suite 1400 Charlotte, NC 28202
p+704 376 1555 f+704 376 7851 url+ www.colejeneststone.com
RECELVEQ/NCDEQ/DWR
Raleigh
MAY 1 8 2021
WQROS
MOORESVILLE REGIONAL OFFICE
Mecklenburg Park Residential Project
The proposed Mecklenburg Park project is located on a ±3-acre site at the intersection
of Mecklenburg Avenue & Matheson Avenue in Charlotte, North Carolina. A historic
single-family residence is currently located on the property. The proposed private
sanitary sewer includes development of eight (8) single-family residential units which
will generate a design wastewater flow of 1,520 gallons per day.
A proposed private 6-inch & 8-inch sanitary sewer collection system is to be
constructed within the project and will outfall via an existing 8" public sanitary sewer
located south of the project site in Peppercorn Lane. The proposed private sanitary
sewer system, to be permitted with the enclosed application, will be owned and
maintained by Mecklenburg Park, LLC, until ownership is transferred to the future Home
Owner's Association.
Attached Items:
1. Fast Track Application
2. Application Fee of $480.00
3. Site Map
4. Street Aerial Map
5. Flow Tracking/Acceptance Form
P:\SDSKPROJ\46961600 - Submittals\2021\0426 - NCDENR Fast Track SSWR\NCDEQ Cover Letter.doc

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: tit lQ 6O 41553 be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
RECEIVED/NCDEO
MAY 1 8 2021
WOROS
MOORESVILLE REGIONAL OFFICE
1. Applicant's name: Mecklenburg Park, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal
❑ State/County ❑ Municipal
3. Signature authority's name: Robert Haney per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 93 Cleveland Street
City: Greenville State: SC Zip: 29601-
5. Applicant's contact information:
Phone number: [phone] Email Address: rhaney(itnovagroup.com
❑ Other
II. PROJECT INFORMATION:
1. Project name: Mecklenburg Park
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: 35.2292' Longitude:-80.7961'
5. Parcel ID (if applicable): 095-055-44
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Frank G. Miller License Number: 038668
Firm: ColeJenest & Stone, P.A.
Mailing address: 200 South Tiyon Street, Suite 1400
City: Charlotte State: NC Zip: 28202-
Phone number: [phone] Email Address: fmiller(&,,colejeneststone.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Sugar Creek WWTP Permit Number: NC0024937
Owner Name: Charlotte Water
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): Charlotte Water
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 Hotne/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
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
>Is there a Pretreatment Program in effect? ❑ Yes
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:
® No
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Residential, single-family
190 gal/unit
8
1,520 GPD
gall
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
1,520 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 .01 I4(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 1,520 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
6
530
PVC
8
30
PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
• Section III contains information related to minimum slopes for gravity sewer(s)
• Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at
5. Summarize the force main to be permitted (for this Pump Station):
feet total dynamic head (TDH)
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.
• Hale 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

X. 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:
® Yes ❑ No
Setback Parameter*
Separation Required
24 inches
Storm sewers and other utilities not listed below (vertical)
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.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
• No variance is required if the alternative design criteria specified is utilized in design and construction
• As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
• This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
• Information can be obtained from the 401 & Buffer Permitting Branch
Yes ® No
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
r� If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X.
CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
--TaAV, cam , M 1
attest that this application for
(Professional Engineer's name from Application Item MA.)
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 1 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 143-215.6B, 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 $10,000, as well as civil penalties up to S25,000 per violation.
Miller
North Carolina Professional Engineer's seal, signature, and date:
Ma
! Mmor 10
v s
min wow
03866$ 1
40
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I,
Robert Haney, Manager
G, r1121
�111ft11l4��
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.
Signature:
Date:
4/22/21
FORM: FTA 04-16 Page 5 of 5

Mecklenburg Park: USGS Topo Map
SCALE 1:24 000
0 KILOMETERS
500 0 METERS
05 0
2
1000 0 1000 2000 3000
F ,=.,
000 6000 7000 8000 9000 10000
CONTOUR INTERVAL 10 FEET
NORTH AMERICAN VERTICAL DATUM OF 1988
This map was produced to conform with the
National Geospatial Program US Topo Product Standard, 2011.
A metadata file associated with this product Is draft version 0.6.18
QUADRANGLE LCLATiON
2
5
6
7
8
ADJOINING QUADRANGLE
1 Mountain Island Lake
2 Derlta
3 Harrisburg
4 Charlotte West
5 Mint Hilt
6 Fort Mill
7 Weddington
8 Matthews

Mecklenburg Park: Aerial Map

CHARLOTTE
March 17, 2021
Mr. Frank Miller
ColeJenest & Stone, P.A.
200 South Tryon Street
Suite 1400
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
MECKLENBURG PARK
2400 MECKLENBURG AVENUE, CHARLOTTE, NC 28205
CLTWATER TRACKING# 20211119
After an analysis of the sanitary sewer associated with the proposed design of project, 20211119,
MECKLENBURG PARK, it was determined that there is sufficient capacity to accommodate the
proposed sewer flow of 1,520 gallons per day (8 lots x 190 gpd/lot) 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 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,
c iLLe.rwtoo- Awzo{.a•
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvcl, 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: ColeJenest & Stone, P.A.
Project Name for which flow is being requested: Mecklenburg Park (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: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 9.861
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
74.925
0.00152
84.788
85.6%
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 CulTent
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): Matheson Avenue
Downstream Permit Number: Unknown
Page 1 of 6
T'TC1~' II-r_1R

III. Certification Statement:
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.
3/16/2021
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 6
FTSE 10-18

Page 1 of 2
North Carolina Secretary of State Search Results
• 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 AnnualReport
Business Corporation
Legal Name
Mecklenburg Park, Inc.
Information
Sosld: 0888153
Status: Withdrawn by Merger 0
Date Formed: 12/18/2006
Citizenship: Foreign
State of Incorporation: DE
Fiscal. Month: December
Annual Report Due Date: April 15th
Registered Agent: Secretary of State
Addresses
Mailing
150 N COLLEGE ST
CHARLOTTE, NC 28255
Reg Mailing
PO Box 29622
Raleigh, NC 27626
Officers
Vice President
DONNA DESOUZA
150 N COLLEGE ST; NC1
CHARLOTTE NC 28255
Reg Office
2 South Salisbury Street
Raleigh, NC 27601
Principal Office
214 N TRYON ST
CHARLOTTE, NC 28255
Treasurer
JEFFREY R DIPPOLD
-028-17-06 150 N COLLEGE ST; NC1-028-17-06
CHARLOTTE NC 28255
https : //www. so snc. gov/online_services/search/Business_Registration_Results
5/18/202