WQ0034570_Application (FTSE)_20211129

Permit Number WQ0034570
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean, hunkele
Coastal SWRule
Permitted Flow
72,000
Facility
Facility Name
South Bridge Development Sewer
Location Address
Owner
Central Files: APS _ SWP _
10/20/2021
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
F
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Name Owner Type
Pluris LLC Non -Government
Owner Affiliation
Maurice W. Gallarda
PE
150 Turtle Creek Blvd
Dates/Events Dallas TX 75207
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/5/2010 10/20/2021 (-mac'• Af i' ` —� ✓ —��s. ( Il ,ys(��1

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RECEIVED/NCDENR/DWR
TIMMONS GROUP q
YOUR VISION ACHIEVED THROUGH OURS. OCT 1 D 02021
Water Quality Regbnal
operelfone Section
TRANSMITTAL WllmhytonRegional Office
TO: NCDEQ DWR-Wilmington Regional Office Date:10/19/2021 Job #:47060
Division of Water Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
❑ ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
Project: Southbridge SF2
Reference:
Copies Sent To:
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Sewer Application
1
2
Project Narrative
1
3
USGS ma
1
4
Vicinity Ma
1
5
Certificate of Public Convenience and Necessity
1
6
Check for $480
1
1 7
1 Existing Permit WQ0034570 Pluris LLC
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once.
COMMENTS:
Feel free to contact me with any questions at 919-532-3237 or sondra.ianssen(a)timmons.com.
Thank you,
Sondra Janssen
Project Manager
SIGNED:
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State of North Carolina
DW Department of Environmental Quality
Division of Water Resources
FAST TRACT{ SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Pluris Holdings. LLC - North Carolina (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: Randy Hoffer per 15A NCAC 02T .0106(b)
Title: Regional Manager
4. Applicant's mailing address: 1095 NC Hwy 210
City: Sneads Fenv State: NC Zip: 28460-
5. Applicant's contact information:
Phone number: 888) 758-7471 Email Address: rhoffer ,plurisusa,conr
II. PROJECT INFORMATION:
1. Project name: Southbridge
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: W00034570 and issued date: 12/2/2013.
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: W000_
3. County where project is located: Onslow
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.55787° Longitude: -77. 40586'
5. Parcel ID (if applicable): _ (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Mike Zaccardo License Number: 022321
Firm: Timmons Group
Mailing address: 5410 Trinity Road, Suite 102
City: Raleigh State: NC Zip: 27607-_
Phone number: [phone] Email Address: mike.zaecardoAtimmons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Topsail Beach and Sneads Ferry Collection System Permit Number: W00005849
Owner Name: Pluris, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. PermitNumber(s): W00034486
2. Downstream (Receiving) Sewer Information: 12 inch ❑ Gravity ® Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS0072fr:27,S
Owner Name(s): Pluris, LLC
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?
N 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 N/A
3. If the Applicant is a Home/Propeity Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No N N/A
4. Origin of wastewater: (check all that apply):
N 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: 100 % Domestic % Commercial _ % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes N No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(i)? ❑ 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(t))
Daily Design Flow 's
No. of Units
Flow
3 Bedroom SFH
80 gal/bedroom
189
45,360 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Tofu(
45,360 GPD
a See 15A NCAC 02T .01 14(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 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: 45360 GPD (per 15A NCAC 02T .0114)
➢ 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 tinreframe 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):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
5,118
PVC
8
457
DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. 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)
S. 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 2.01 C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
D 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 I SA NCACO2T.0305(h)(I)(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 pail 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(t)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (e)? ® Yes [-]No
15A NCAC 02T.0305(f) contains minimum separations that shall be urovided for sewer systenns:
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)
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 orpublic water supply source, including any wells, WS-i 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-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(fl or (e), see Section X.1 of this application
* 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(fl 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 NC Surface Water Classifications webpaee
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/scaled 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.
➢ Seethe 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 .0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A 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 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 15A NCAC 02T.0105(c)(6), 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 02T.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 02'f, the Minimum Design Criteria for the Perntitlh L of pum tmStations
and Porce Mains (latest version) and the Gravity Sower 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
(VADC 10.14) and supporting documents for review to the Central Office. Annroval of the rcouest will
2. Professional Engineer's Certification:
I, ,Vl ""'Fli t 7446 T uo attest that this application for �de//`►D%u0[7C
(Professional Engineer's name from Application Item 111.1.) (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,
Mildnuun Design Criteria fie Gravity Sewers (latest version), and the Mininrmn Design Criteria for the Fast -Track Permitting
of Plll»p 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
havejudged 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: I �tttH ICI
tL�y�C
0 IIII11
,
3. Applicant's Certification per 15A NCAC 02T.0106(b): �f 1� II h IP
attest that this application for
(Signature Atilhoofty Name from Application Item I.3.) (Project Name from A,pLation Item 11.1)
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. 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 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 $ I0,000 as well as civil penalties up to $25,000 per violation.
Signature:44L z /
Date: J a
FORM: FTA 06-21 Page 5 of 5

F
l7hvision of water Re,ollf( cs
Entity Requesting Allocation: Pluris LLC
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Project Name for which flow is being requested: Southbridge
More than one FTSE stay be required for a single project if the owner of the WWTP Is not responsible for all ptunp
stations along the route of the proposed wastelpater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Plmis North Topsail WWTP
b. WWTP Facility Permit #: WQ0005849
All flows are in MGD
c. WWTP facility's permitted flow 1.542
d. Estimated obligated flow not yet tributary to the WWTP 0.12500
e. WWTP facility's actual avg. flow 0.72600
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
0.045360
0.896860
58 %
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:
Pump Pump
Station Station
(Name or Permit
Number) No.
(A)
(B)
Design
Average
Approx.
Daily
Current
Firm Flow**
Avg. Daily
Capacity, * (Firm / pf),
Flow,
MGD MGD
MGD
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
MOD
Flow Capacity***
PS 076 WQ0034570 1.015 0.406 0.030 0.25 0.055 0.351
* 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): North Topsail Beach Consolidation
Downstream Permit Number: WQ000275
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Randy Hoffer 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.
Page 2 of 6
FTSE 10-18

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
PROJECT NARRATIVE
Project Name: Southbridge S172
Location: Citadel Drive, Sneads Ferry, Onslow County, NC
Owner: Trask Land Company, Inc.
1051 Military Cutoff Road, Suite 210
Wilmington, NC 28405
Developer: Trask Land Company, Inc.
1051 Military Cutoff Road, Suite 210
Wilmington, NC 28405
Consultant: Timmons Group
Mike Zaccardo, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
The proposed project is inside Onslow County jurisdictional limits and is located on Citadel
Drive, north of the intersection with NC HWY 172. The scope of this project will include the
construction of 189 residential lots and associated roads.
The proposed public sewer extension will provide domestic service to Southbridge S172
Subdivision on a 86.37-acre tract of land in Sneads Ferry, Onslow County, NC.
Development Flow Rate: 45,360 gpd
(199) single-family houses @ 80 gpd/unit (assuming 3-bedroom units)
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Southbridge SF2 Subdivision
USGS Map
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Onslow County, NC
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VICINITY MAP

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
APPENDIX A
DOCKET NO. W-1282, SUB 0
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
PLURIS. LLC.
is granted this
CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
to provide sewer utility service
in
NORTH TOPSAIL BEACH AND SNEADS FERRY SERVICE AREA
Onslow County, North Carolina
subject to any orders, rules, regulations,
and conditions now or hereafter lawfully made
by the North Carolina Utilities Commission.
ISSUED BY ORDER OF THE COMMISSION.
This the a day of September , 2009.
NORTH CAROLINA UTILITIES COMMISSION
rA6L l.'('(loom*
Gail L. Mount, Deputy Clerk