WQ0042270_Application (FTSE)_20210212

Permit Number W00042270
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Central Files: APS _ SWP _
1 /28/2021
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Folkstone Heights Minor Wilmington
Location Address County
Onslow
Facility Contact Affiliation
Owner
Owner Name Owner Type
Pluris LLC Non -Government
Owner Affiliation
Maurice W. Gallarda
PE
150 Turtle Creek Blvd
Dates/Events Dallas TX 75207
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
1/22/2021

CSD
ENGINEERING
January 22, 2021
Dean Hunkele
North Carolina Department of
Environmental Quality
Division of Water Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Re: Folkstone Heights
Public Sewer System Extension
Onslow County
CSD Project No. 20-0507
Dear Mr. Hunkele:
Jq " .
I�z�,421
The enclosed sewer review package is for+/- 2,996 LF of 8" C-900 and 60 LF of 8" DIP gravity sewer main, one duplex
pump station and +/- 620 LF of 6" C-900, 347 LF of 6" HDPE and 115 LF of 6" DIP sewer force main to serve Folkstone
Heights, a proposed 70-lot single-family residential development in Onslow County. These will be 4-bedroom homes.
The new 6" force main will connect to an existing 6" PLURIS force main located within the right-of-way of Folkstone
Road. The mains and pump station will be installed by the developer and owned and maintained by PLURIS. Enclosed
for your review and approval please find:
- One (1) original and one (1) copy of Fast Track Sewer Application (FTA 04-16)
- One (1) original and one (1) copy of Flow Tracking for Sewer Ext. Application (FTSE 10-18)
- One (1) copy of the Flow Reduction Letter for Onslow County
- $480.00 application fee, check #9135
- Street View Map
- USGS Quad Map
If you have any questions or comments, please feel free to contact us. Thank you for your assistance.
Sincerely,
1014A5 ��Zle6e
Mike Broyhill
Encl.: As noted above
Cc: Folkstone Heights, LLC.
3805 Cherry Avenue - Wilmington, NC 28403 - 910 7914441- www.csd-engineering.com — License p C-2710 (/`_)�/,■ /CSD
V' I FNGINEENNO

Division of Water Resources
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: WGCLL-(Q-r)-9 V (lobe completed by DwR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: PLURIS, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual
® Corporation ❑ General Partnership
❑ Federal
❑ State/County ❑ Municipal
3. Signature authority's name: Randy
Hoffer per 15A NCAC 02T .0106(b)
Tide: NC Regional Manager
4. Applicant's mailing address: 1095 Hwy. 210
City: Sneads Ferry
State: NC Zip: 28460-
5. Applicant's contact information:
Phone number: [phone]
Email Address: [e-mail]
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Folkston Heights
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date: 0
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: 34.515243' Longitude:-77.486146'
5. Parcel ID (if applicable): 011310, 064677
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Howard Resnik PELicense Number: 25483
Firm: CSD Engineering
Mailing address: PO BOX 4041
City: Wilmington State: NC Zip: 28406-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Pluris North Topsail Permit Number: W00005849
Owner Name: PLURIS, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00034485 Downstream (Receiving) Sewer Size: 6 inch
53Lslcm Wide Collection System Permit Nunilxr(s) L if a ilicah1cl: WQCS00275
Owner Name(s): PLURIS. LLC
FORM: FTA 04-16 Page I of 5

V1. 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 Dc%cIohej � Operational \,,rcemrnt i 10161 Dl V) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Honey r n i� U\%ncu \ rcemem (I ORM: l IO Vl been attached?
❑ Yes [—]No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (Scc I> \A NCCAC Q21 .0 10(20))
),Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCACU'T 01 14h? ® Yes ❑ No
➢ If yes, provide a copy of now reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021'.01144))
Daily Design Flow a,n
No. of Units
Flow
Single -Family
80 gal/Day
280
22,400 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
22,400 GPD
a See I>A N( \( 01T..01 1 (h)__4(e)[II 1 ,ind t (_') 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. -12A 4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified tin table 15.A 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: 22 400 GPD (per 15:A NCAC 01_T .01 14)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain): .
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
2,996
C-900
8
60
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 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: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.512987' Longitude:-77.486038'
3. Design flow of the pump station: .0740 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 188 gallons per minute at 121 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6
620
C-900
6
347
HDPE
6
115
DIP
16P-
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(I ):
❑ 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
M Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15:A NCAC02 f .0305(l)& 1.)) ® Yes ❑ No
➢ 15A NCAC 02T.0305(t) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feel
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 02 1.0305te1 contains alternatives where separations in 01 1.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface AR'amr Cl:u,illcminns sscl) ),i
➢ If noncompliance with 02T.03050). (,I lo. 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 1.15A NCA(' (P13 0_1_00.1' ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 'B 0N)1
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & BuffCI PerIII ill im* l31ancb
5. Does project comply with 15A NCAC 02T.0105(c),(6) (additional permits/certifications)? ® Yes ❑ No
Per 15 1 NCAC 0' 1 01 O51_rgli), 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 021',0.102, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 1 �:\ NCA(WI, the NIhimain l k,ren CHtClI;I I01 11W I'Qrtnmine I' I un1) SlaiiOaS
,aid Force M,mi, dale t \ci,ioni, and the 0a\in Sc�wi Minimum Dc.ton (luciia llaic,t \ci,wni as applicable?
® Yes ❑ No
IrNo, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the re(nrest is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
1, /7Dcda attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, 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.
North Carolina Professional Engineer's seal, signature, and date: t tC A �0Is
�i//
\ SEA/�y/-'
d l
_ 025483
�O�L7/% yp��N-1N6�P aCk��•
Applicant's Certification per 15A NCAC 02T .0106(b):
that this application for
name & title frond Application Item
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. 1 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 1 _1:I � .\ and 1-1_; _2_I .h11, 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•.
i^
PORN: PfA 04-16 Page 5 of 5

State of North Carolina
Division of Water Resources
Entity Requesting Allocation: Pluris LLC
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: Folkstone Hieghts
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for al! pump
stations along lite route of the proposed wastewaterJlow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Pluris North Topsail WWTP
b. WWTP Facility Permit #: WQ0005849
AliJlows are in MGD
c. WWTP facility's permitted flow 1.542
d. Estimated obligated flow not yet tributary to the WWTP 0.35125
e. WWTP facility's actual avg. flow 0.61225
f. Total flow for this specific request 0.02240
g. Total actual and obligated flows to the facility 0.985906
It. Percent of permitted flow used 63 %
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)
Design
Pump
Pump
Average
Approx.
Station
Station
Firm Daily Flow**
Current
(Name or
Permit
Capacity, * (Firm / pt),
Avg. Daily
Number)
No.
MGD MGD
Flow, MGD
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
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): North Topsail South Consolidation
Downstream Permit Number: WQ0034485
Pagel 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.
Signing Official Signature
Title of Signing
/Z
Page 2 of 6
FTSE 10-18

=ter
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
June 4, 2010
Maurice Gallarda, Manager
Pluris, LLC
26000 Commercentre Drive
Lake Forest, CA 92630
Subject: Permit No. WQ0034485 Correction
Pluris, LLC
Sneads Ferry South Consolidated Sewer Basin
Wastewater Collection System Extension
Onslow County
Dear Mr. Gallarda
In accordance with your documentation received June 3, 2010, we are forwarding the corrected
Permit No. WQ0034485, dated June 4, 2010, to the Pluris, LLC for the construction and operation upon
certification of the subject wastewater collection system extension. This permit shall be effective from
the date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
This correction replaces the permit version dated January 15, 2010 and addresses existing commercial
connections that were granted a variance under the previous permit (WQ0017535) to operate with a
simplex pump station in lieu of a duplex station as required by State regulations. In addition, it clarifies
the allowance of residential connections via either gravity or pressure to existing sewer mains.
This permit describes a portion of the sewer system previously issued to North Topsail Utilities Incorporated
under a single, consolidated permit (WQ0017535) that will be voided upon issuance of the three new
permits that will ultimately be created. System changes are in the process of being designed for
implementation to increase the efficiency of the overall system that modeling has previously shown as
becoming degraded. In addition the residential flow reduction rate of 80 gpd/bedroom with a
minimum of 160 qpd that was granted on November 6, 2009 for systems on the mainland is being
applied where possible.
Please pay particular attention to Conditions 17 8 18 regarding connections to existing lines and existing
variances for identified commercial connections to utilize simplex pump station connections.
Please note the following standard conditions that are contained in this permit.
Condition 3: Requires that the wastewater collection facilities be properly operated and
maintained in accordance with 15A NCAC 2T .0403 or any individual system -wide
collection system permit issued to the Permittee.
Condition 6: Requires that the system be properly certified upon completion of construction
and prior to being placed into operation.
Wilmington Regional Office One
127 Cardinal Drive Extension Wilmington, NC 28405 Phone: 9-7215 / FAX: [phone] NorthCarolina
Internet: vvww.aif ,org Naturally
An Equal Opportunity/Affirmative Action Employer Customer Service 1-877-623-6748
50% Recycled/10% Post Consumer Paper

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