WQ0045295_Application (FTSE)_20240516

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources i1 Q>�C FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: UQOOqS-Z I� „ (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
Applicant's name: NC 42 Holdings, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual
® Corporation ❑ General Partnership
❑ Federal
❑ State�'County ❑ Municipal
3. Signature authority's name: Robert C Shunk per l 4A'JCAC 02T .010fifb'�.
Title: ecret
4. Applicant's mailing address: 2310
S. Miami Blvd
City: Durham State: NC
Zip: 27703-
5. Applicant's contact information:
Phone number; ( 1M) M- 6229 Email Address: robertaganderdev.com
II. PROJECT INFORMATION:
1. Project name: Confluence (g� 42
❑ Privately -Owned Public Utility
❑ Other
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 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: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35,5939 Longitude: -78 5880
5. Parcel ID (if applicable): 06d01013F (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1, Professional Engineer: Matthew L. Jones License Number: 39170
Firm: Ounity. PA
Mailing address: 16 Consultant _Place, ,Ste 201
City: Durham State: NC Zip: 27707-
Phone number: (2j_2) 490-4990 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Central Johnston County Regional Wastewater Facility Permit Number: NCO030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0029593
2. Downstream (Receiving) Sewer Information: 8 inch M Gravity Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00060
Owner Name(s): Johnston County
FORM: FTA 10-23 Page i of 5

VL GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/A
2_ if the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM_ DEV) been attached?
[—]Yes [—]No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0I 15(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually 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: % Domestic 100 % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ® No
➢ If yes, provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,n
No. of Units
Flow
General Office
25 gal/Employee/Shift
18
450 GPD
Warehouse
100 gal/Loading Bay
1
100 GPD
Waehouse - Self Storage
1 gal/Unit
750
750 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
1,300 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4)_
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 1,300 GPD (per 15A NCAC 02T .0114 and G.S. 143-215.1)
);, 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 10-23 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
8 688 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)
A Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - "
3. Total number of pumps at the pump station:
3. Design flow of the pump station: 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): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
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.Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T A3()5LhILIJ;
❑ Standby power source or ❑ Standby pump
➢ Must have 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 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 10-23 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 N.C.A " ? ® Yes [:)No
15A NCAC 02T.0305(f) contains minimum senarationa that shal l he nmvided fnr sewer cvsteme:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, including in benched trenches)
I8 inches
'Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
IS 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, and associated wetlands.
100 feet
**Waters classified WS (except WS-1 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 see Section X.I of this application
") 5A NCAL 0:21.0305(e? contains alternatives where separations to 02` -0305L 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 INC Surf :e Water C105,ifcgianu wdw=
2. Does this project comply with the minimum separation requirements for water mains? ® Yes [:]No ❑ N/A
➢ If no, please refer to 15A NCAC 1 SC.0906(o 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: Neuse River ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per I SA NCAC 2B.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 numberipermitting status in the cover letter if coverage/authorization is required.
6. Does project comply with UA_S-LAC 02T.0105(c]! ) (additional permiWcertifications)? ® Yes ❑ No
Per ,ISA-NCAC` 02'(&1,i151c, , 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 I SA 1tiCAC 02T.04OZ, "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 10-23 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the iitrilt3uril.l] ign 'ri ri _f r-Ylre Permitting of Pump Stations
and Farcc Maim, da(Qst v:rsiuii) and the Gravity Sewer Minimum i)esigri Criteria flatesl versis rW 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 L. Jones, PE , attest that this application for Confluence 9 42
(Professional Engineer's name from Application Item Ill.l.) (Project Name from Application Item 11.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Mmimlim_ L]esis~n Criteria for Grayi�y Sewcrs latCzt vcrsioi 1, and the Minimum Design C'ritcna fur the Fay it -Track Pcrmitttnu
of Ppmp a ions and Force Mains i latest vcrsian,. 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 143-215.613, 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. 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: \\\��� 1C
a. SEA
039
co
Applicant's Certification per 15A NCAC 02T .0106(b):
Robert C. Shunk attest that this application for Confluence Q 42
(Signature Authority Name from Application Item 1.3.) (Project Name from Application item 11.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
1 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. 1 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 ]4, ?_11 , 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: Z Z
FORM: FTA 10-23 Page 5 of 5

State of North Carolina
Department of Environmental Quality
: Division of Water Resources
Division o Water Resource Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: Confluence at 42
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: Central Johnston County WWTP
b. WWTP Facility Permit #: NCO030716
All flows are in. MGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP 2.1555
e. WWTP facility's actual avg. flow 6.000
f. Total flow for this specific request 0.0013
g. Total actual and obligated flows to the facility 6.1568
h. Percent of permitted flow used 63 actual, 86 w/paper
Il. 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 / pl), Avg. Daily Daily Flow, Obligated
Available
Number) No. MGD MGD Flow, MGD MGD Flow
Capacity***
Adams
29593 0.720 0.228 0.1059 0.01116 0.1171
0.1709
W. Clev 29126 0.770 0.3082 0.2380 0.5612 0.2941
0.0141
Josephine 28867M 3.384 1.3536 0.8271 0.3833 1.2104
0.1432
L
adfill �� 20340 1.930 1.672 1.113 0.617 1.731 (0.060)
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
(pi) 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): Adams Point
Downstream Permit Number: WQ0029593
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Chandra C. Farmer, PE 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 plarmed 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 Date
Title of Signing Official
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
37 % and 0.619 MGD of the Available Capacity (E) in Pump Station
Landfill EQ ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.2 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Landsill Sewage Pump Station FM is in design or under construction with
planned completion in early 2024 ; and/or
d. The following applies:
The flow diverted by the project is currently received at the Landfill EQ facility.
The Landfill EQ facility is being upgraded to 8.75 MGD in capacity.
The'station will be able to pump to both the CJRWWTF and the 210 WWTF.
The station will have airt removal units and 5.1 MG of storaze for equalization.
The majority of the flow will be received at the County new 210 WWTF
when it is placed on-line in late 2024.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
G
Official Signature
Date
Is
Page 3 of 6
FTSE 10-18

(5)
LIMITED LIABILITY COMPANY ANNUAL REPORT NCDeptfE-�,iQuality,
11612022
NAME OF LIMITED LIABILITY COMPANY: NC 42 Holdings LLC
Filing Office Use Only
SECRETARY OF STATE ID NUMBER: 2396207 STATE OF FORMATION: NC d Z z4 E - Filed Annual Report
?*Igh Rc rl 2396207
REPORT FOR THE CALENDAR YEAR: 2023 axonal �t o 314 20023 03 016
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Paracorp Incorporated
2. SIGNATURE OF THE NEW REGISTERED AGENT:
❑ Changes
SIGNATURE CONSTITUTES CONSENT Tw, THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
176 Mine Lake Ct #100 176 Mine Lake Ct #100
Raleigh, NC 27615 Wake County Raleigh, NC 27615
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS. Real Estate Investment
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS
2310 S. Miami Blvd Ste 238
Durham. NC 27703
5. PRINCIPAL OFFICE MAI, ING ADDRESS
2310 S. Miami Blvd Ste 238
Durham, NC 27703
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Jonathan Gindes
TITLE: Manaaer
ADDRESS:
2310 S. Miami Blvd Ste 238
Durham, NC 27703
NAME: Peyton Anderson
TITLE: Manager
ADDRESS:
2310 S. Miami Blvd Ste 238
Durham, NC 27703
NAME: Melissa Solomon
TITLE. Authorized Representative
2310 S. Miami Blvd Ste 238
Durham, NC 27703
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Melissa Solomon
SIGNA-URE
Form must be s gned by a Company Officia sted under Section C of This form
3/10/2023
HATE
Melissa Solomon Authorized Representative
Print or Type Name of Company Official Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State. Business Registration Orvision, Post Office Box 29525, Raleigh. NC 2762"525

Qunity Cl
October 6, 2023
NCDeps
North Carolina Department of Environmenta Quality or, tie ��a1 QUaIi�51
Raleigh Regional Office -Water Quality Section
1628 Mail Service Center
Raleigh, NC 27699 1628 APR 0 2024
. onal OiT ce
Re: Fast Track Sewer Application Cover Letter: Confluence at 42
This is a Storage Facility and Commercial bui ding on a 23.42 acre site located at
6695 NC 42 HWY W Garner NC, located in Johnston County. There are 750 storage
units, 1,250 sf office space, and 18,000 sf of Commercial/Office/Warehouse with
one loading bay. This appfcation is for the installation of 688 feet of new private
sewer line generating 1,300 gpd. The following items have been included with the
application package:
• 1 Cover Letter
• 1 Original FTA 10-23
• 1 Copy of FTA 10-23
• 1 Check for $600.00
• 1 Annual Report for NC 42 Holdings LLC
• 1 F ow Tracking/Acceptance Form
• 1 Copy of USGS Map
• 1 Copy of Street Level Map
16 Consultant Place, Suite 201
Durham, NC 27707
919.490.4990
11
www.Qunity.com

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Re: [External] RE: Confluence @ 42_Additional Information Request
Pasha, Tanvir <[e-mail]>
Thu 5/16/2024 1:37 PM
To:Matt Jones <[e-mail]>
Cc:Jael Wagoner <[e-mail]>
Hi Matt,
I got the updated FTSE and you have the correct IS now (Mistakenly wrote Le in my email). It was written as
0.07605 MGD. Thank you so much.
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources — Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
D_E
NORTH CAROLINA
Department of Environmental Quality
From: Matt Jones <[e-mail]>
Sent: Thursday, May 16, 2024 1:23 PM
To: Pasha, Tanvir <[e-mail]>
Cc: Jael Wagoner <[e-mail]>
Subject: [External] RE: Confluence @ 42_Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
Hi Tanvir,
Please see below for responses to your comments. I have attached an updated permit application that
includes the revisions to resolve comment #2. If any further revisions are required, please let me know.
Thanks,
Matt Jones, PE
VP I Operations Manager
Q u n i ty(0-N'
16 CONSULTANT PLACE, SUITE 201
DURHAM, NORTH CAROLINA 27707
O [phone] M [phone]
www.qunii .com
New brand, same leadership. Please note my new email address: [e-mail]

From: Pasha, Tanvir <[e-mail]>
Sent: Thursday, May 9, 2024 11:35 AM
To: Matt Jones <[e-mail]>
Subject: Fw: Confluence @ 42_Additional Information Request
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A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources — Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
D__E
NORTH CAROLINA
Department of Environmental Quality
From: Pasha, Tanvir
Sent: Thursday, May 9, 2024 11:33 AM
To: [e-mail] <[e-mail]>; [e-mail] <[e-mail]>
Subject: Confluence @ 42_Additional Information Request
Hello Robert and Matthew,
After reviewing the Fast Track Sewer System Extension Application for Confluence @ 42, additional information
is required in order to further process the application. Please provide the following information by 6 7 24 and
note that the requested information must be submitted within 30 days of this request, or the applicant will be
required to submit a new application and application fee in accordance with 15A NCAC 02T .0107.
1. Is this an ARPA funded project? If so, -please include the DWI assigned ARPA project number in
your response. This is not an ARPA funded project.
2. FTA 10-23: Section VI.6 needs to be checked according to 15A NCAC 02T .0114 (f), and Section VI.8
needs to be filled out as per 15A NCAC 02T .0114 and G.S. 143-215.1. Section V1.6 has been
checked to show that no flow reduction has been approved. Wastewater generated has been
added to Section V1.8.
3. FTSE section Le does not align with the requested flow outlined in the narrative and section VI.7
of the FTA 10-23. Please revise the requested flow and make any necessary changes to ensure
compliance with permit application requirements. Can you provide some clarification on this
comment? I read that the total flow requested for our project is 0.0013 MGD which matches what
we are showing in VI. Le. refers to the WWTP facility's actual average flow, which is a number that
was provided to us by Johnston County.

1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central Johnston County
WWTP
b. WWTP Facility Permit #: NCO030716
All flows are is MGD
c. WWTP facility's permitted flow
9.5
d. Estimated obligated flow not yet tributary to the WWTP 2.1555
e. WWTP facility's actual avg. flow
6.000
f. Total flow for this specific request
0.0013
g. Total actual and obligated flows to the facility
6.1568
It. Percent of permitted flow used
63 actual, 86 w/paper
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow "'
No. of Units
Flow
General Office
25 gal/Employee/Shift
18
450 GPD
Warehouse
100 gal/Loading Bay
1
100 GPD
Waehouse - Self Storage
1 gal/Unit
750
750 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
1,300 GPD
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be
advised how the application or accompanying supporting information may be modified to make it
complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be returned as
incomplete. Any resubmittal of a returned application shall be accompanied with a new application
fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to $600 as of October 3, 2023
[as stipulated in the 2023 House Appropriations Act, House Bill 259, Water Quality and Storm water Fees,
Section 12.14(a)].
Sincerely,
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources — Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
tanvir.pashapdeq.nc.gov
ME
NORTH CAROLINA
Department of Environmental Duality

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