WQ0040424_Application (FTSE)_20181205

Central Files. APS SWID
11 /13/20 18
P te - r ir -1 1 N U a- T1 b st W00040424
Permit Tracking Slip
Program Category
Status Project Type
Non -discharge
In review New Project
Permit Type
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
A Individual
Primary Reviewer
-Permit Contact Affiliation
dean.hunkele
Coastal SWRule
Facility Name Major/Minor Region
Everetts Creek Estates Minor Wilmington
Location Address
County
Onslow
Facility Contact Affiliation
0 Witer,
wne,r Name
Owner Type
_P Iur1S':1LC:,
Non -Government
Owner Affiliation
Maurice W. Gallarda
PE
2100 McKinney Ave
Dallas
TX 75201
Scheduled
'A p..'Received
P Draft Initiated Issuance
Public Notice Issue Effective
Expiration
-1.18/2018,
e d r'-fiet _.Rdo- A. t'
lerouested /Received Even+-
Additional

ECrL-IYED/WCDENR/DWR
I= N G I N E FE F: I N G, I N C NOV 8 2018
1 2 2 C I N E M A D RI V E
Water Quality Regional
W I L M I N G T O N, N C 2 8 4 0 3 Operations, Section
910-791-6707(0) 9 1 0 - 7 9 1 - 6 7 6 0 ( )ImintonRegional Office
L E T T E R O F T R A N S M I T T A L
To NCDEQ Date 11/8/18
127 N. Cardinal Drive
Wilmin on, NC 28405 Re: Everett Creek Estates
910 796-7215 Fast Track Sewer
Att�i Dean Hunkele Projeet No. 18241.PE
Nye are sendhig'.-I E Originals
ED Prints
❑ Shop Drawings
❑ Calculations
[rhe following items:1 ❑ Correspondence
❑ Plans
❑ Specifications
❑ Other as listed below
Quantity Date Dwg. No. Description
2 Fast Track Sewer Permit FTA 04-16
on ' al and 1 copy)
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
issue Status: Z For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use Z For Review and Comment ❑ Approved as Noted ❑ See Remarks
etiox Taken ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
lRemarks:
Cc. Signed: ;
..............
Tim dinkscales, PE, PLS

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
n of Water Resources 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 name: Pluris, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual Z Corporation ❑ General Partnership
❑ Federal Ej State/County ❑ Municipal
3. Signature authority's name: Randy Hoffer per 15A NCAC 02T .0106b}
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: rhoffer a,plurisusa.com
II. PROJECT INFORMATION:
1. Project name: Everett's Creek Estates, LLC
❑ Privately -Owned Public Utility
❑ Other
3;l ''`►
NOY 15 20q,
��
q.,
�N
2. Application/Project status: E Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
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: 34.5578' Longitude:-77..4236°
5. Parcel ID (if applicable): 765-62
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Tim Clinkscales, PE, PLS License Number: 028847
Firm: Paramounte Engineering, Inc.
Mailing address: 122 Cinema Drive
City: Wilmington State: NC Zip: 28403-
Phone number: [phone] Email Address: tclinkscales@i)aram'ounte-eng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Pluris North Topsail WWTF Permit Number: WQ0005 849
Owner Name: Pluris, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0034536 Downstream (Receiving) Sewer Size: 8 inch
S ystern. Wide Collection System Permit Numbers if a licable): WQCS
Owner Name(s): Pluris,LLC
FORM: FTA 04-16 Page 1 of 5

State of North -Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM. EXTENSION APPLICATION
DIvIslon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: W �®v 4Q���Qjto be completed by DWR)
All items must be completed or the avillication will be returned
I. APPLICANT INFORMATION:
I Applicant's name: Pluris,.LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: [] Individual [0 Corporation [] General Partnership Privately -Owned. Public Utility
0 Federal r_1 State/County F-1 Municipal EJ Other
Sionattire authoi -ity's name: Randy Hoffer per 15A NCAC 02T.0 106
Title: Reszional Manager
4. Applicant's mailing address.- 2 100 McKinney Avenue. Suite 1550
City: Dallas State: Texas Zi :75201-
ty p
5. App licant's contact in-formation�; fin `
-
Phone number: [phone] Email Address: rhoffei�@Vlurlsusa.coni N Y 08 2018
�A
11. PROJECT INFORMATION:
1. Project name: Everett's Creek Estatese4ke
ApplicationdProjec I t status: ;(proposed (New Permit) Fisting Permit/Project
if a modification, provide the existing permit number. W, �_ and issued date: 7/22/11
.If new construction but part of a master plan, provide the existing permit number: WQOO
3. County %vilere project is located: 01islow
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.55780 Longitude:-77..42.36'
5. Parcel ID (if applicable): 765-62
(or Pm-cel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Tim Clinkscales. PE License Number: 028847
Firm: Paramounte Engineering, Inc.
Mailinc; address: IT) Cinema Drive
'City: Wilmington State: NC . Zip: 28403-
Phone number: (210) 79-1-6707 Email Address: tclinkscalesnaparaniounte-enp-.com
IV. WASTENVATER TREATMENT FACILITY (VVWTr4) INFORMATION:
1. 'Facility Namc:.Pluris North Topsail WWTF
OwnerName:Pluris Holdings. LLC
Permit Number: W00005849
V. RECEI'VING DOWNSTREAM SEWER INFORMATION (if different than WWTF).-
1. PermltNumber(s): WO<6 Downstream (Receiving) Sewer Size: 8 inch
Svsteni Wide Collection System Permit Number(s)jifgpV1icab1e): 'ROCS 00,X79
Owner Name(s): Eluris Holdings. LLC IV,
t-e�_W3 Q!,.' cwe�-_A
FORM: FTA 04-16 Page 1 of 5

V1. GENERAL REQUIREWNTS
1. If the Applicant is aPrivately-Owned Public TAlity, has a Certificate of Public Convenience and Necessity been attached?
[:]Yes ❑No ZN/A
If the Applicant is a Developer of lots to be sold, has a Developer's Operational Ain -cement (FORM: DES, been attached?
❑ Yes [:]No MN/A
3. 'If the Applicant is a Home/Propertv Owners' Association. has. an Operational Aareenient WORM.- been attached?
F] Yes []No ZN/A
4. Origin of wastewater: (check all that apply):
Residential Owned ❑ Retail (stores, centers.. nialls) F1 Car Wash
❑ Residential Leased ❑ Retail with food preparation/service M Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swininling Pool /Clubhouse
4111
El Food and drink facilities ❑ Church ❑ Swinuiling Pool/Filter Backwash.
M Businesses / offices / factories ❑ Nursing Home ❑Other (Explain in Attachment)
5. Nature of wastewater: 0 % Domestic/Cornmercial 100 % Commercial
0 % Industrial (See 15A NCAC 0' )T .0 103(20))
)P-ls there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under ISANCAC OIT.01 14 . Lq? []Yes No
Ifyes'. rovidea cony of flow reduction apRi- valletteiv
12
7. Summarize wastewater *enerated by project:
Establishn i e n t Type (see 0 2T.0 I L40
Daily Design Flow b
No. of Units
Flow
Residential Lots
240 gal/person
16
.33840, GPD
gall
GPD
gal/
GPD
.gal/
GPD
gall
GPD
gal/
In
GPD
Total
.313840 GPD
a See " 15A NCAC. 021.0 1 14(b), (d). (e)(1 ). and (e) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential s n -e ide tial development uses; public access facilities located bear high public use areas;
and residential property located south or past of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 41A,4)-
b Per 15A NCAC 02T .01.14(c), design. flow rates for establishments not identified [in table 15A NCAC 02T.0 114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated byproject:3.840 GPD (per- 15A. NCAC 02T.Qj 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
E] Flow has already been allocated in Pernift Number:
❑ Rehabi I itatilon or replacement of existing sewer with no new flow expected
❑ Other (Explain):
Pacre 2 of .5
FORM: FTA o4-16 g

V11. GRAVIrrY SEWER DESIGN CRITERIA (if Applicable) - 02T.0305 & MDC (Gravi!j Sewei-s):
1. Summarize gravity sewer to permitted:
Size (inches)
Length (feet)
I'40terial
8
765
C-900 PVC
8
2.317
DIP
Section 11 & 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
Vill, PUMP STATION DESIGN CRITERIA (If Applicable) 021'.030.45 & MDC (Punin Stations/Force Maigsj:
C . 0 1 MPLETE FOR EACH ACH PUMP *STATION INCLUDED IN THIS PROJECT
1!
1. Pump station number or name.
2. Approximate Coordinates -(Decimal Degrees): Latitude: Longitude:
3. Design flow of the pump
station: millions gallons per day (,Firm capacity)
4. Operational points) of die punrip(s): _ gallons per minute at feet total dynamic head (TDH)
5. SUMMarize the -force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 13-A NCAC O2.T.0305(h)(1).-
Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T.O305(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 pumpina unit with plugged emergency pump connection and telemetl'Y - 15A NCAC 02T.0305(h)(l)(Q:
It shall be denionstrated to the Division that the portable source is owned or contracted by the applicant (drimft 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 tt-avel tiniefranies, shall be provided
in the case of a multiple station power outage.
Page.3' of 5
FOR' FT.A 04-16 4�

IX. SETBACKS & SEPARATION$ — (02B .0200 & 15A NCAC 02T ..0305(f)):
1. Does the project comply witli all separations found in 15A NCAC 02T .03051f1 & ta) E]Yes ❑ No
L i S A ATP A ri' Al'r A01A41A rrnnfn;nc n�inimnrn canaratinne that chn- II hP ni-mArlPri fflr CPwPr CVCtPt13C'
Setback Parwneter*
Se aration 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, DVS-1 waters of Class I or
Class 11 im ounded reservoirs used.as a source of drinking water.
.100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, t3RW, FIQW7 or SB fi-om normal
hick water {or tide elevation) and wetlands (see item IX.2)
50 feet
"A.ny 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 02T.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 weboacre
r If noncompliance with 02�1, 5(.t or (g). see Section X of this application
2. :Does the project comply with separation requirements for wetlands? (5.0 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 of 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 15A NCAC 02B .0200? ❑Yes ❑ No [9 N/A
> This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes Z No
individual permits or 401 water Quality Certifications?
> Information can be obtained from the 401 & Buffer Permitting Bt�rich
5. Does project comply with 15A NCAC 02'I`.0105tc, 6) (additional permits/certifications)? Yes ED No
Per 15A NCAC 02T.0 i 05(c)(_61 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 1)lans, stormwater management plans, etc.).
6. .Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15ANCAC 01T.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 NIA
r 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 rind inspections
documented per 15A NCAC 02'T.0403(a)i(5.) or the permitee's individual System -Wide Collection permit.
Aa
FORM: FTA 04-16 Ze 4 of 5

X. CERTIFICATION'So
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Desien Criteria for the Permitting of Pump Stations
and Force Mains (latest version. and the Gravitv Sewer Minimum DesigLi. Criteria (lateEt version) as applicable?
Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10- 14) and supporting documents for
review. ARRroval of the reg*uest is reguired prior to submittal of the Fast Track ApWication and suRRorting documents.
2. Professional Engineer's Certificat'On:
attest that this application for
L
(Professional Engineer's name from Application Item 111.1.)
has been reviewed by me and is accurate., complete and consistent %vith the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation. to the best of my knowledge. I ftirther attest that to the best
of my knowledge the proposed Gravity Sewer
. design has been prepared in accordance With the applicable regulations,
Minimum Design Criteria for Gravity SeNs-rers (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, -%%.rhich may
include a -fine not to exceed S 10,000, as well as Civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal
, signature, and date
3. Applicant's Certification per 1. 5A NCAC 02T .0 1 06(b):
,attest that this application for
ignature Authority's name & title from Application (tern 1.3.)
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. I understand that any discharge of wastewater fforn. this non-
d1isc'harge s ' ystem to surface waters or the land -N%rill 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 143-215.6A and 143-215.6B, any person who knowingly makes any false
of a Class 2 misdemeanor, which may
statement, representation, or certification in any application package shalt. be guilty
include a fine not to exceed S 10,000 as %vell as civil penalties up to S25,000 per violation.
Signature: Date:
FORM: FTA 04-16 Page 5 of 5

State of forth Carolina
Departzneart of Euvironmentai Quality
Division of Water Resources
Flow Trac tingiAcceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Pluris LLC
Project Name for wbich flow is being, requested.: Everetes.-C= Fatates
More than- one FTSE may be required for a- single project Phe owner of the WWTP is. not responsible for all pump
stations along the route of the proposed wastewaterflow. f'
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. "QV'�iITP Facility Name: Pluris Forth To
b. WWTP Facility Permit #. -WQ000.5849
.411, ows are in 1V GD
c. WTP facility's permitted flow 1.542
d. Estimated obligated flow not yet tributary to the WWTP 0.406840
e. WWTP facility's actual av flow 0.580156
� . g
f. Total flow for this specific request 0.00384
g. Total actual and obligated flogs to the facility 0.98699E
h. Percent of permitted flow used 64%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
t imp stations located between the T ojW co me on�point- and :the Tl':
(A)
Design
Pump
Average Daily
Station
Firm Flow*
(Name or
Capacity, * (Firm / pf),
Number)
MOD MGD
TLAEC
0.13.9 0.055
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not 'het
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
MOD
MOD
Flow
Capacity***
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 (pt) not less than 25.
*** A PlaRA ng 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): Sneads Ferry North Consolidation -
Downstream Permit lumber: WQ0034486-
Page 11 -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 evalwated alonorthe xGute -to the
receiving wastewater treatment facility and that the flow fwm this project. is not anticipated to
y downstream cause any capacity related sanitary sewer overflows or overburden any .,o stream pump station
.W
en ruate to the receivina trecratment O cam `under nonndf circumstances, given the im enieiYtation
Pi
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 11
plus all attached planning assessment addendurns for which I am the responsible party.
S.ignamre of this Bonn indicates acceptor nc I e of this wastewater flow.
Sign 'ng Qfficial
I Signature
to
.Pa,a,,,e2. of 6
FTSE 04-16

EVERETT'S CREEK ESTATES -PHASE 1
SNEADS FERRY, NORTH CAROLINA
ONSLOW COUNTY
SANITARY SEWER NARRATIVE
Prepared for:
Everest's Creek Estates LLC
204 W Circle Drive
Hampstead NC 28443
Prepared by:
SE N C=- I N F= F--= FZ I N 4::=- . I N C,- .
122 Cinema Drive
Wilmington, NC 28403
[phone]
NC License #: C-2846
Project # 1 8241.PE
CA i� 0
September 2018 zs�
ess 0 S.
L
1 --4
0
: W 28�97
rY
T
ri

PROTECT NARRATIVE
Everett's Creek Estates, LLC. is developing the first 16 lots along Everett Yopp Drive. It is further identified
by Onslow County Pin #: 427901476841, Parcel ID 029789 (58.73+/- ac), and coordinates: Lat: 34.5578' N,
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 gravity sewer is part of the Landing at Everett's
Creek development with these 16 lots being 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 3 by service pressure lines to the
proposed NM-6. For these pressure lots, not a manifolded line but individual services lines within the public
utility easement.

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