WQ0040280_Application (FTSE)_20181011

Central Files. APS SWP
9/11 /2018
Permit Number WQ0040280
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
Permitted Flow
Facility
Facility Name
Stones Bay Townhomes
Location Address
Owner
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Name Owner Type
Pluris LLC Non -Government
Owner Affiliation
Maurice W. Gallarda
PE
2100 McKinney Ave
Dates/Events Dallas TX 75201
Scheduled
brig Issue App Received Draft Initiated Iss ance Pu lid_ puce iccue Effective Ex. -[ration
9/10/2018
Regulated Activities Requested /Received Events
Additional information requested
Additional information received
O utta l l
Waterbody Marne Streamindex Number Current Class

Subbasin

PARKER & ASSOCIATES, INC.
41111914:121014 MVA W&01r r r
JACKSONVILLE, NORTH CAROLINA
VIA MAIL
September 6, 2018
Mr. Dean Hunkele
NCDENR --- Division of Water Resources
127 Cardinal Drive Extension
Wilmington, NC 28405-3 845
Re: Stonesbay Townhomes
Fast Track Sewer Submittal
Dear Mr. Hunkele:
Please find enclosed the following items related to the above referenced project.
• One (1) Original Fast Track Application Form
• One (1) Original Flow Tracking Acceptance Form R E C E IV E D/ Mo C 0 E N R / 0
• One (1) 8'h x 11 Color Portion of Sneads Ferry USGS Map
• Check # 1020 in the amount of $480.00
SEP 1, Q 2018
If you have any questions, please contact me.
Var Quality R.-Agiori al
Sincerely, operatlracis Section
Regio�nal Office
, 11V V.
k�' �a
Jason A. Houston, PE
Enclosures
ec: Mr. Tim Baker (w/enclosures)
CF (P), LAM
JAH/djh
C 1.2018.JAH.Hunkele.StoneBayTH.FastTrackSewerSubmittal.9.6.18
306 New Bridge Street P.O. Box 976 ( Jacksonville, NC 28541-0976 [phone] Fax [phone]
Firm License Number F-0108 I www.parkerjacksonville.com

State of North Carolina
Department of Environmental Quality
Division of Water Resources
D..
.WR
15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Wafter Resources FTA 04-16 &SUPPORTING DOCUMENTATION
Application Number: kA " k'00(() LT
{to be completed by DWR
All items must be completed, or the ,application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Pluris , LC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
Federal ❑ State/County El Municipal Other
3. Signature authority's name: Randy Hoffer per 1 5A NCAC 0?T ,0146(W
Title: Project Manager
4. Applicant's mailing address: PO Box 856 `
City: Sneads Ferry State: NC Zip: 28460- a
5. Applicant's contact information.
� SEP 1 0 2018o ='
�t
Phone number: 910 327-2880 Email Address:
II. PROJECT INFORMATION:
1. Project name: Stonebav Townhomes
2. Application/Project status: Z Proposed (New Permit) El 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: 34.55460 Longitude:-77.4443°
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
1. Professional Engineer: Jason A. Houston License Number:
Firm: Parker and Associates, Inc.
Mailing address: 306 New Bridge Street
City: Jacksonville State: NC. Zip: 28540-
Phone number: [phone] Email Address: paitext�a�,bizec.rr.com
Iv. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Topsail Utilities WWTP PermitNumber: WQ000_ 5489
Owner Name: Pluris.Holdings, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0017535
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Fluris Holdings. 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 ONo NN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
El Yes ❑No EN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOAR been attached?
❑ Yes ONo EIN/A
4. Origin of wastewater: (check all that apply):
0 Residential Owned ❑Retail (stores, centers, malls) ❑Car Wash
El Residential Leased [I Retail with food preparation service ❑Hotel and/or Motels
❑ School /preschool /day care El 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 . 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 15A NCAC 02T .011 �f.�? ❑ Yes ® No
➢ If yes,provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114O
Daily Design Flow a,b
No. of Units
Flow
3 Bedroom Unit
240 gal/unit
89
217360 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
217360 GPD
a See 15A NCAC 02T .0114(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.0114] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 21,360 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
El 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

V11. GRAVITY S.EWER DESIGN CRITERIA (if Applicable) - 02T,101305 & M.J),,C iGravh
Summarize gravity sewer to be. permitted:
Size (inches) Length (feet) Material
8 199 PVC
.......... . . . . . . . . . .
)i
. . o Section 11 & III of the M.DC for Permitting of Gravity Sewers contains information related to design criteria
);z* 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 NWC
VIH. PTMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & MDCUr, Statlons/.F orce M.3
11)ins
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 1
2. Approxftnate Coordinates (Decimal. Degrees): Latitude: 34,5546' Longitude: -77.4443'
3. Design flow of the pump station: 0.0213 millions gallons per day (firm capacity)
4. Operational point(s) of the putnp(s): 97 gallons per min-Lite at 72 feet total dynamic head (TDH)
5. Surnmarize the force main to be permitted (for this Pump Station):
6. P awer reliability in accordance with 15A. NCAC 021 0 3 5_2 QL( D:
-.11 ..... .... . ...
Z 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 punip, including travel tim.efram-es, 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(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) &fig) ED Yes ❑ No
%:�, 1 S A Mr A 0 Mpr A 2Ar%f+% mirnimi1i1r" cpimaratinnc that chall hp inmuMPd fnr cPwPr cvctPme•
Setback Parameter*
Separation Required
.Storm sewers and. other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenchesl
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
hi h 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
An buildin 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 interc for drains
5 feet
An swimm!ng Pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305 .contains alternatives where separations in 02T.0305 cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ 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
➢ See the Division's draft separation requirements for situations where separation cannot be meet
I .
> 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 J
ro'ect comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? N Yes ❑ No
p
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
Does the project comply with an individual 404 Permit or any 401 Certifications? Yes ❑ No
'� P J P Y
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting,Branch
5. Does project comply with 15A NCAC 02T.0105(c)(b) (additional permits/certifications)? ED Yes ❑ No
Per 15A NCAC 02T.0105 c b 1, 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.).
b. 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.
0 Yes [0 No
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- l 6 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A 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 f the request is required prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
I, Jason Houston, PE
(Professional Engineer's name from Application Item III.1.)
attest that this application for
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. _ , A s t II as.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Randy Hoffer, Project Manager attest that this application for
(Signature Authority's name & title from Application Item I.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 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 143-215.6A 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.
a
Signature: �—`�, _.-.. Date:
.01
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Pluris LLC
Project Name for which flow is being requested.: Stonebay Twonhomes
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
b. WWTP Facility Permit #: WQ0005 849
All flows are in MGD
c. WWTP facility's permitted flow 1.542
d. Estimated obligated flow not yet tributary to the WWTP 0.355
e. WWTP facility's actual avg. flow 0.479 _
f. Total flow for this specific request 0.0213 _
g. Total actual and obligated flows to the facility 0.856
h. Percent of permitted flow used 55%
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 / p f), Daily Flow, Daily Flow, Obligated Available
* 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 (po 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.
Dovunstream Facility Name (Sewer): Sneads Ferry North Consolidation
Downstream Permit Number: WQ0034485
Page 1 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 Officja'nature
ate
Page 2 of 6
FTSE 04-16

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