WQ0043530_Application_20220613

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
IRFCFIVFDlNCDEQ/DWR
Application Number: J4 CUU4553 Qto be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: TCA Delta Drive Phase 1, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: C. Walker Collier III per 15A NCAC 02T .0106(b)
Title: Authorized Member
4. Applicant's mailing address: Ally Center 440 S Church Street Suite 800
City: Charlotte State: NC Zip: 28202-
5. Applicant's contact information:
Phone number: [phone] Email Address: cwcnatrinitycapitaladvisors.com
II. PROJECT INFORMATION:
1. Project name: Delta Drive Industrial Site
2. Application/Project status:
® Proposed (New Permit)
If a modification, provide the existing permit number: WQ00
JUN ). 3 2O2'
vVOROS
CVMOORESVILLE REGIONAL OFFICE
❑ Privately -Owned Public Utility
❑ Other
❑ Existing Permit/Project
and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Gaston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.276502° Longitude:-81.240489°
5. Parcel ID (if applicable): 221031 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Matthew Kiker License Number: 049480
Firm: Thomas & Hutton
Mailing address: 1020 Euclid Avenue
City: Charlotte State: NC Zip: 28202-
Phone number: [phone] Email Address: kiker.m(a,tandh.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Long Creek WWTP Permit Number: NC0020184
Owner Name: Two Rivers Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): 1098209-S (City of Gastonia)
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00017
Owner Name(s): Two Rivers Utilities
FORM: FTA 06-21
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 Developers Operational A treement (FORM DIA) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an 110 y PO \ Operational A ffeeir ent (FORM: 110!\) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls)
❑ Residential (Leased) ❑ Retail with food preparation/service
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
® Businesses / offices / factories ❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : °A Domestic % Commercial 100 % Industrial (See 15 A NCAC 02'1' 0103_(20.1)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under 15A NCAC 02'1`_01I4(J? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow "„'
No. of Units
Flow
Industrial Building
gal/
GPD
Bays
100 gal/day/each
155
15,500 GPD
Office Space
0.2 gal//day/SF
0.2
15,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
30,500 GPD
a See 115A_._NCAC 021 .0114.0). _(d),(e)(1) and _L J. 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 (1.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: 30,500 GPD (per 15A NCAC 02"h .01 14)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
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
➢ Section I1 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & 1IDC (Pump Stations/Force 1`tains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Delta Drive Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.276502° Longitude: -81.240489°
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.15 millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 106 gallons per minute (GPM) at 47 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
3
400
PVC - SDR21
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ® Other (please specify) Non -Clog Pump
6. Power reliability in accordance with 15A NCAC 02`F .0305(h)(1j:
❑ Standby power source or ® Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(I)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 021.0305(1) & (g)'?
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class 1 or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305 J) or (ta). see Section X. I of this application
* I5A NCAC 02T.0 305(g) contains alternatives where separations in 02"1.0305(0 cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NCSurface Water CI ssi t1c�:Uons elTaae
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .02.00? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NC%\C2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ❑ Yes ® No
Per I5A NCAC 021 .0105(c)((1), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02'1.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (Latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I Matthew Kiker , attest that this application for Delta Drive Industrial Site
(Professional Engineer's name from Application Item III.I.) (Project Name from Application Item Ill)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
„so C A RD4
�O�F ES SIOti
Q
049480
(o -- to
W S. •`
I, C. Walker Collier III , attest that this application for Delta Drive Industrial Site
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.I)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: (•7'
Date: fi/012-
FORM: FTA 06-21 Page 5 of 5

THOMAS
HUTTON
Delta Drive Industrial Site Job: 28988.0001
Trinity Capital Advisors Date: 5/23/22
Thomas & Hutton Revised:
Wastewater Design Considerations By: RWB
PROJECT NARRATIVE
Delta Drive Industrial Site is a 68-acre industrial site consisting of the construction of the Delta Drive Industrial
building. This project is located within Gaston County, NC. Wastewater from the industrial building will be collected
by new 8-inch gravity sewer lines and transported to the new pump station to be located on the Delta Drive Industrial
Site. Sewage collected at the new pump station will be pumped through a new force main to an existing gravity system
on Delta Drive that flows directly to the existing Delta Park Pump Station, which pumps directly to the Crowders Creek
Wastewater Treatment Plant. Wastewater treatment will be handled by Two Rivers Utilities.
DESIGN FLOW
Description
Units
UCL
Average Day Flow
Warehouse =
155
each @
100
gpd/each
=
15,500
gpd
Office =
75000
each @
0.2
gpd/each
=
15,000
gpd
* UCL is Unit Contributory Loading TOTAL = 30,500 gpd
AVERAGE DAY FLOW
12 hours per day of flow
30,500 gpd / 720 min/day
720 min/day
42 gpm
PEAK FACTOR
Average daily flows will vary continuously throughout each day with peak flows occurring at some point. The
peak factor, which is applied to the average day flow to obtain the peak day flow, is derived from NCDENR's
required 2.5.
Use Peak Factor of 2.5
PEAK DAY FLOW
42 gpm x 2.5 106 gpm
Page 1 of 8

IT! THOMAS & HUTTON
1020 EUCLID AVENUE
CHARLOTTE, NC 28203 I 980.201,5505
WWW.THOMASANDHUTTON.COM
Attn: Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, NC 28815
To Whom It Concerns:
RECEIVED/NCDEQ/DWR
JUN 1 3 2022
June 8, 2022 MOORESVILWQROS
LE REGIONAL OFFICE
RE: Delta Drive Industrial Site
Gaston County, NC
Thomas & Hutton is pleased to provide the Fast Track Application package documents
for the Delta Drive Industrial Site Pump Station located in Gaston County. The Delta Drive
Industrial site will generate approximately 30,500 GPD of wastewater.
We are proposing to construct a pump station with a 3-inch force main to pump the
wastewater from the Delta Drive Industrial Site to the existing 8-inch gravity sewer main on Delta
Drive. The gravity sewer main flows to the Delta Drive Pump Station and then ultimately to Long
Creek Wastewater Treatment Plant.
Construction for this work is scheduled within the timeframe of July 2022.
The included documents are for your review:
• Fast Track Sewer System Extension Application & 1 Copy
• FTSE Form
• Pump Station Calculations
• Willingness to Serve Letter
• Site Maps - 8.5" X 11"
• Check for $480.00 for application fee 1r i iyt7 3
Should you have any questions or comments pertaining to this project, please feel free to
call me at [phone], or email me at [e-mail].
Best Regards,
THOMAS & HUTTON
Matthew Kiker, PE
Project Manager
[phone]
[e-mail]

TWO RISERS
lti �lTlk�
We are TRU to our customers!
June 8, 2022
Matthew Kiker, PE
Thomas & Hudson
1020 Euclid Avenue
Charlotte, North Carolina 28203
Subject: Availability of Water and Sewer Service — Proposed Development on Delta Drive
Dear Mr. Kiker:
The proposed development on Delta Drive located between Delta Drive and 1-85 is partially within
the city limits of the City of Gastonia. The property is within the Two Rivers Utilities service area.
The project will include an office/warehouse building with an estimated flow of approximately
30,500 GPD. The development can be served with water and sewer by Two Rivers Utilities. Water
and sewer extensions may be required to serve the proposed development. There is an existing 8
water line in Delta Drive and an 8" sewer line in Delta Drive as shown on the attached map that
can serve the property. The development will be served through the Delta Park Pump Station with
a capacity of 350 GPM. Extensions can be made from these lines by the developer to serve the
proposed project. In making said extensions the developer will be required to comply with all City
of Gastonia policies, rules, regulations and ordinances regarding water and sewer extensions. The
water and sewer extensions to serve the property would be included in the development plans,
permitted by the City of Gastonia, and constructed to city standards by the developer.
As of the date of this letter Two Rivers Utilities has the capacity in the existing water and sewer
systems and capacity at our Water Treatment Plant and Long Creek Wastewater Treatment Plant
for domestic water and sewer service for this project. There may be additional improvements
required for the fire protection system of the proposed building depending on the use and fire
sprinkler system design selected. Two Rivers Utilities is willing to provide water and sewer to the
proposed Delta Drive subject to the contingencies below.
This willingness to serve is contingent upon the project complying with all City of Gastonia, local
and state policies, rules, regulations, ordinances and laws including, but not limited to, City of
Gastonia policies requiring voluntary annexation of any portion of the property outside the city
limits of the City of Gastonia. This willingness to serve and the availability of capacity is also
contingent on the customer being under construction within twelve (12) months from the date of
this letter.
P. 0. Box 1748
Gastonia, N.C. 28053

Please contact me at 704-866-6043 if you have any questions or need additional information,
Sincerely,
Michael W. Bynum, PE
Utilities Engineer
Attachment
PC: Joe Albright, Director of Public Utilities
Stephanie Scheringer, Division Manager Wastewater Treatment
Ed Cross, Division Manager Water Supply & Treatment
Brian Potocki, Division Manager Utilities Maintenance
Jamie Johnson, Civil Engineer 1
File
P. 0. Box 1748
Gastonia, N.C. 28053

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: TCA Delta Drive Phase 1, LLC
Project Name for which flow is being requested: Delta Drive Industrial Site
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: Long Creek WWTP
b. WWTP Facility Permit #: NC0020184
All flows are in MGD
c. WWTP facility's permitted flow 16.0
d. Estimated obligated flow not yet tributary to the WWTP 2.706
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
6.7
0.0305
9.4365
58.98%
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 Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Delta 0.504 0.2016 0.0054 0.03125 0.03665 0.16495
* The Firm Capacity 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.
*** 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): Delta Park Sewer
Downstream Permit Number: 1098209-S (City of Gastonia)
Page 1 of 6

III. Certification Statement:
I Michael W. Bynum 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 indicatesacceptan ge of this wastewater flow.
Signing Official Signature
Date
Page 2 of 6

QP 0.
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06/06/2022
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Limited Liability Company
Legal Name
TCA Delta Drive Phase 1, LLC
Information
Sosld: 2255033
Status: Current -Active
Date Formed: 8/23/2021
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Collier, C Walker, III
Addresses
Mailing Principal Office
440 South Church Street Suite 800 440 South Church Street Suite 800
Charlotte, NC 28202 Charlotte, NC 28202
Reg Office Reg Mailing
440 South Church Street Suite 800 440 South Church Street Suite 800
Charlotte, NC 28202 Charlotte, NC 28202
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
General Manager
C. Walker Collier
440 South Church Street, Suite 800
Charlotte NC 28202
https://www.sosnc.gov/online_services/search/Business_ Registration_ Results 6/13/2022