WQ0040424_Application (FTSE)_20191125

Permit Number W00040424
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRuIe
Permitted Flow
3,840
Facility
Facility Name
Everetts Creek Estates
Location Address
Owner
Central Files: APS _ SWP _
11 /6/2019
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
B
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. Gallante
PE
150 Turtle Creek Blvd
Dates/Events Dallas TX 75207
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective
12/5/2018 11/4/2019
Expiration

PARAMOUNTE
E N G 1 N E E R 1 N G 1 N C.
1 2 2 CINEMA DRIVE
W I L M I N G T O N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L E T T E R O F T R A N S M I T T A L
To:
NCDEQ
Date
1 11/4/19
127 N. Cardinal Drive
Wilmington, NC 28405
Re:
Everett Creek Estates Lots 54-57
910 796-7215
EFast
Track Sewer
Attn:
Dean Hunkele
Project No.
I 1824LPE
e axe sendin ® Originals
® Prints
❑ Shop Drawings
❑ Calculations
he following items: ❑ Correspondence
❑ Plans
❑ Specifications
❑ Other as listed below
Quantity
Date
Dwg. No.
Description
2
Fast Track Sewer Permit FTA 04-16
(original and 1 co
2
Flow Tracking/Acceptance Sewer Extension Application FTSE 04-16
(original and 1 co
1
Sanitary Sewer Narrative
1
Vicinity Map
1
Site Plan
1
$480 check
ssue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ® For Review and Comment ❑ Approved as Noted ❑ See Remarks
etion Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
Modification of W00040424
Cc:
Signed:
Tim CGnkscales, PE, PLS
RECEIVED1,;�,aEHRIDWR
NOV 0 4 Z019
Water Quality Regional
Operatn Rn l
Wilminpt^, ^ !nrJ office

State of Nom•th Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02'1' .0300 — FAST"1'RACI( SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:�A66' not-i (to be completed byDWR)
All items must be completed or the anplication will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Pluris. LLC (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 I SA NCAC 02"T .0106(b)
Title: Regional Manager
4. Applicant's mailing address: 2100 McKinney Avenue, Suite 1550
City: Dallas State: "Texas Zip: 75201-
5. Applicant's contact information:
Phone number: [phone] Email Address: rhofferaeplurisusa.com
IL PROJECT INFORMATION:
1. Project name: Everett's Creek Estates, LLC
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/project
If a modification, provide the existing permit number: W Q0040424 and issued date: 12/5/2018 ✓ ee�
If new construction but part of a master plan, provide the existing permit number: W Q00
3. County where project is located: Onslow
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.55780 Longitude:-77..4236
5. Parcel ID (if applicable): 765-62
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Tim Clinkscales, PE, PLS License Number: 028847
Firm: Paramounte Engineering, Inc
Mailing address: 122 CinentaDrive
City: Wilmington State: NC Zip:28403-_
Phone number: [phone] Email Address: tcliakscales@i)arantounte-eng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Pluris North Topsail WWTF
Owner Name: Pluris LLC
PerntitNmnber: WO0005849
V. RECEIVING DOWNSTRYAIA�SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQBB34536 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if apulicable): WQCS_
Owner Nante(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 NN/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 NN/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No NN/A
4. Origin of wastewater: (check all that apply):
N Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ I Intel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Pilter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater; 100 % Domestic/Commercial 0 % Commercial
0 % Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under I SA NCAC 02T .0114(fl? ❑ Yes N No
➢ If yes, provide a cony of flow reduction approval letter
7. Sumutarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow °,b
No. of Units
Flow
Single Family Residential Lots
AGO gal/residence
4
--"0 GPD
gal/
/ 6D GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
96 Q GPD
Total
—1A- GPD
a See t5A NCAC 02T .0114(b). (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., mininnun 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 021' .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01147 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measm ed data.
960
8. Wastewater generated by project: }— # GPD (per 15A NCAC 02T .0114)
➢ 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

Vll. GRAVITY SEWER DESIGN CRITERIA (If Applicable)-02T.0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section II & il1 of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to mininiu n slopes for gravity sewers)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIH. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & MDC (Pump Stations/force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pumpstationnumberornanie:
2. Approximate Coordinates (Decimal Degrees): Latitude; Longitude: -
3. Design flow of the pump station: _ millions gallons per day (firm capacity)
4. Operational point(s) of the punrp(s): gallons per minute at feet total dynamic liead (TDFI)
5. Summarize the force main to be permitted (for this Pump Station):
Size (tactics) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ 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 pomp 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 lire 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 tiniefranies, shall be provided
in the case of a multiple station power outage.
FORM: PTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(Q):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & W N Yes ❑ No
➢ 15A NCAC 02T.0305(f) 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 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
minterceptor drains
5 feet
ADrnaiwsd
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC O2f.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnage
➢ If noncompliance with 02T.0305(f) 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 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 constvclion
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No N N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes N No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from lbe 401 & Buffer Permitting Branch
5. Does project comply with ISA NCAC 02T.0I05(c)(6) (additional permits/certifications)? N Yes [—]No
Per 15A NCAC 02T.0 I 05(c)(6), 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 02T.0402, "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 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 pet, 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04- l6 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with I SA NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version). and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the reauest is required prior to submittal of the Fast Track Application and surmortine documents
2. Professional
M v `'n `(s—"` ) attest that this application for
(Professional Engineer's name from Application Item Ill. I.)
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 525,000 per violation.
North Carolina Professional Engineer's seal, signature, and date: I ••e••^.�H CA
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Authority's name & title from
i
C• U CN�S•` i
,,,,,,,,,,,,,,,,,,•
i
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pans of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-2I5.6A 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 S 10,000 as well as civil penalties up to S25,000 per violation.
Signature: Date:
FORM: FTA 04-16 Page 5 of 5

EVERETT'S CREEK ESTATES - PHASE 1
SNEADS FERRY, NORTH CAROLINA
ONSLOW COUNTY
SANITARY SEWER NARRATIVE
Prepared for:
Everett's Creek Estates LLC
204 W Circle Drive
Hampstead NC 28443
Prepared by:
PARAMOUNTE
E N O 1 N E E R 1 N O. 1 N C.
122 Cinema Drive
Wilmington, NC 28403
[phone]
NC License #: C-2846
Project #18241.PE
September 2018, rev. May 2019
,....51,
S AL
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GINS �• � V e`
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PROJECT NARRATIVE
Everett's Creek Estates, LLC. is developing a total of 61 lots in a new subdivision on Everett Yopp Drive.
The parcel is further identified by Onslow County Pin #: 427901476841, Parcel ID 029789 (58.73+/_ ac),
and coordinates: Lat: 34.55780 \, Long: 77.4236' W. The site is adjoined by Everett Yopp Drive on the
west and properties on the other sides of the property. This development will be served by sewer by both
septic and gravity sewer, with these lots being served by Pluris sewer and rest of lots via septic.
The first phase of the project is Lots 1 through 15, which are proposed to be served via manholes along
Welcome Way. Based on the depth of sewer at Landing at Everett's Landing, 13 lots served by gravity sewer
and two by service pressure lines to the proposed MH-6. These two lots will be served by individual service
lines, not a manifold line, within the public utility easement.
The second phase of the project is Lots 16 through 61. All of these lots are to be served by on -site septic
systems except for Lots 54 through 57. These four lots will be served by individual service lines tying into
the proposed MH-2, not a manifold line, within a public utility easement.

Entity Requesting Allocation:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Pluris LLC
Project Name for which flow is being requested: Everett's Creek Estates
More than one FTSE maybe 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
b. WWTP Facility Permit #: WQ0005849
All flows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
In, Percent of permitted flow used
1.542
WWTP 0.406840
0.580156
0.000960
0.987956
64%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump
Average Daily
Approx.
Not Yet
Total Current
Station
Firm
Flow**
Current Avg.
Tributary
Flow Plus
(Name or
Capacity, *
(Firm / pt),
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD
MGD
MGD
MGD
Flow
Capacity***
TLAEC
0.138
0.055
0.018
0.016
0.034
0.021
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Dowrrstreain Facility Name (Sewer): Sneads Ferry North Consolidation
Downstream Permit Number: WQ0034486
Page I of 6
FTSE 04-16

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 indicates acceptance of this wastewater flow.
Signing Of Signature
Page 2 of 6
FTSE 04-16

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