WQ0042770_Application (FTSE)_20210825

Permit Number WQ0042270
Central Files: APS _ SWP _
8/10/2021
Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
In review Major modification
Permit Type Version Permit Classification
Gravity Sewer Extension. Pump Stations, & Pressure Sewer Extensions B Individual
Primary Reviewer Permit Contact Affiliation
dean.hunkele
Coastal SWRuIe
Permitted Flow
22 400
Facility
Facility Name Major/Minor Region
Folkstone Heights Minor Wilmington
Location Address County
Onslow
Facility Contact Affiliation
Owner
Owner Name
Pluns LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Maurice W. Gallarda
PE
150 Turtle Creek Blvd
Dallas
TX 75207
Orig Issue
2/12/2021
App Received
8/4/2021
Regulated Activities
Draft Initiated
Scheduled
Issuance
Subdivision
Wastewater collection
Public Notice Issue
Requested /Received Events
Effective Expiration
Additional information requested
Additional information received
a.«m _ nrrm m
FOLKSTONE HEIGHTS LLC
50 POLO PONY DR
COLORADO SPRINGS, CO 80906
DATE
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August 4, 2021
Dean Hunkele
NCDEQ
Division of Water Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Re: Folkstone Heights
Sewer Permit Modification-WQ0042270
Onslow County
CSD Project No. 20-0507
Dear Mr. Hunkele:
CSD
ENGINEERING
AU; 0 412021
RECEIVED/NCDENR/DWR
AUG 0 4 2021
Water Quality Regional
Operations Section
Wilmington Regional Office
The enclosed sewer permit modification application is for an additional +/- 300 LF of 8" C-900 gravity sewer main, in
addition to the previously permitted length of +/- 3,056 LF for a new total of +/- 3,356 LF of 8" C-900, to serve the
redivision of several existing parcels adjacent to the Folkstone Heights development in Onslow County. The owners of
these adjacent parcels asked the developers of Folkstone Heights to install these sewer extensions to serve these new
lots while construction was taking place. This redivision will create eight new Tots. These will be 4-bedroom homes. This
will increase the total permitted flow by 2,560 GPD, in addition to the previously permitted flow of 22,400 GPD for a
new total flow of 24,960 GPD. 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
One (1) copy of existing permit, WQ0042270
$480.00 application fee, check #1037
If you have any questions or comments, please feel free to contact us. Thank you for your assistance.
Sincerely,
Mike Broyhill
Encl.: As noted above
Cc: Folkstone Heights, LLC.
3805 Cherry Avenue - Wilmington, NC 28403 - 910 791 4441 - www.csd-engineering.com — License # C-2710
0ENGINEERING

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: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's natne: PLURIS, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: D 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: 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:
1. Project name: Folkstone Heights
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0042270 and issued date: 2-12-21 V CC `A -
If new construction but part of a master plan, provide the existing permit number: WQ00
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]
csd-engineering.com
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): WQ0034485 Downstream (Receiving) Sewer Size: 6 inch
System Wide Collection System Permit Number(s) (if applicablej: WQCS00275
Owner Name(s): PLURIS, LLC
FORM: FTA 04-16 Page I 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 Dey elopers Operational Aareemcnt (FORM: DI(V) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a I Ionic 1'iopei q Own ei, ,A'SOct nion, has an Opel ation 1 \liecment (FORM: I10 A) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
%Industrial (See15A NC . 021 .0103(20))
>ls there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under ISA NCAC 02:[ .0114(0? ® Yes
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ No
Establishment Type (see 021.0114(f1)
Daily Design Flow a,a
No. of Units
Flow
Single -Family
80 gal/Day
32
2,560 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
2,560 GPD
a See I 5A NCAC 02T 0114(h).(c). O(1)and (e)_L) for caveats to wastewater des gn flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facili ies located near high public use areas;
and residential property located south or east of the Atlantic Inhracoastal Waterway to be used as vacation rentals as defined
in (_I,5, 42 A-{).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table I SA NC'A(' 021.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 2,560 GPD (per 15AN< AC 02 .011 !)
➢ 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC j:ravih Sewers):
1. Stnnmarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8
300 C-900
➢ Section 1I & 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) — 021'.0305 & MDC�Pun�� Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: . ° Longitude: - .
3. Design flow of the pump station: , millions gallons per day (finn capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDB)
5. Summarize the force stain to be permitted (for this Pump Station):
6. Power reliability in accordance with 15A M2A(' 021 .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
❑ 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 & ISA NCAC 02T.0305(0):
1. Does the project comply with all separations found in I 5A NCAC ` 62 I ,0305(0
➢ 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)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ I5 1 NC:AC 0 10305(_) contains alternatives where separations in 021.0305(t) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water C I rssmt itat om webp_mut
➢ If noncompliance with 02T (I 305(11.or (g). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15_\ NCAC 0213 0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15 A NCAC 28.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
➢ information can be obtained from the 401 & But Pei miuine Branch
❑ Yes ®No
5. Does project comply with 15A NCAC. (CH .0105(00) (additional permits/certifications)? ® Yes ❑ No
Per I5A NC:ACO21'.0105(c)16j, 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, stonnwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per I 5ANCAt 021.0102, "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 ISA NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
Does the submitted system comply with I5A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
rind Force Mains_(latestversion): and the GravitvSewer Minimum DesjornCriteria _(latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I, attest that this application for
(Professional Engineer's name from Application Item II1.1.)
has been reviewed by me and is accurate, complete and consistent with the infortnation 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:
\\\1 CiAp /0
$
Q. SEAL . =
025483 r•
',/14R08..
..•R�g \\�
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, ry r c,p4 ' /Fs,'
-- ,,( i2•' ‘. F./ ,; i!../C(C///` ," attest that this application for
(Signature Authority's name & title from Application ItenfI.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. 1 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 143-2I5.6A and 1,13-215.613, 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.
Signature:
Date:
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Pluris LLC
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 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: Pluris 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 0.251250
e. WWTP facility's actual avg. flow 0.765563
f. Total flow for this specific request 0.002560
g. Total actual and obligated flows to the facility 0.985906
h. Percent of permitted flow used 66 %
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) (13) (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 / pt), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(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 < O.
Downstream Facility Name (Sewer): North Topsail South Consolidation
Downstream Permit Number: WQ0034485
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Randy Hoffer certify to the hest 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 , Date
i
Title of Signing Official
Page 2 of 6
FTSE 10-18