WQ0041115_Application (FTSE)_20200129

Central Files: APS _ SWP
1 /21 /2020
Permit Number WQ0041115 Permit Tracking Slip
Program Category
Status
Project Type
Non -discharge
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 SWRule
Permitted Flow
10,176
Facility
Facility Name
Stump Sound Elementary School Public Force Main
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
150 Turtle Creek Blvd
Dates/Events
Dallas
TX 75207
Scheduled
Orin k.nn Ann 0-1—A nmN
-

P A R K E R & ASSOCIATES, I N C.
JACKSONVILLE, NORTH CAROLINA
VIA EMAIL AND MAIL
TO: Mr. Dean Hunkele
NCDENR-DWR
127 Cardinal Dr. Ext.
Wilmington, NC 28405-3845
WE ARE SENDING YOU:
LETTER OF TRANSMITTAL
RECEIVED/ N&DENR/DWR
JAN 2 1 2020
Water Quality Regional
Qperatio!, St ction
Wilminatoa ffi, e
DATE: January 13, 2020
REF: Stump Sound Elementary School
Onslow County, NC
Fast Track Sewer Permit Modification
Permit No. W00041115
Off -Site Force Main
One (1) original and One (1) copy of the Fast Track Sewer Application; and One (1) Check No. 39862
in the amount of $480.00 for the application fee.
DELIVERY VIA:
O
Regular Mail
❑
Hand
❑
Federal Express
❑
UPS Overnight
❑
UPS Ground
❑
Other
THESE ARE TRANSMITTED AS CHECKED BELOW:
❑x For Approval ❑ As Requested ❑ For Review and Comment
❑ For Your Use ❑ For Bids Due
❑ Other
COMMENTS:
Dean, Per our discussion, we are splitting the existing permit into two permits. Pluris will own and
maintain the Force Main within the DOT R/W'sper this Application. Onslow County Schools will own
and also maintain the pump station, gravity sewer and force main to Folkstone Road R/W., T* lyill be
submitted in another Application. n 4- -1
TimothyM.1Stetvart, P.E.
Copies To: 1
ec: Mr. Randy Baker (w/enclosures)
Mr. Steve Myers (w/enclosures)
Mr. Randy Hoffer (w/enclosures)
TMS/djh CF (P), LAM
306 New(6r�dgelStreeef�r0. k3ox�S76pJad%$oi�TIYe,WAKWRY9g )[phone]
C1.2020.TMS.LOT.Hunkele.SSES.SewerPennitMod J21019 011320
Firm License Number F-0108 I www.parkerjacksonville.com

DWR State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dtvlston 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
1. APPLICANT INFORMATION:
1. Applicant's name: PLUMS, 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 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: rhoffer(a plurisusa com
II. PROJECT INFORMATION:
1. Project name: STUMP SOUND ELEMENTARY SCHOOL
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0041115 and issued date: 10-03-19
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: 34.5161 ° Longitude:-77.48940
5. Parcel 1D (if applicable): 020312
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
Professional Engineer: TIMOTHY M. STEWART License Number: 14575
Firm: Parker & Associates. Inc
Mailing address: 306 New Bridge Street
City: Jacksonville State: NC Zip: 28540
Phone number: 910 455-2414 Email Address: office(a),parkeriacksonville com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
Facility Name: PLURIS NORTH TOPSAIL
Owner Name: PLURIS, LLC
Permit Number: WO0005849
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0035171 Downstream (Receiving) Sewer Size: 12 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): PLURIS, LLC
FORM: FTA 04-16
Pagel of 5

VI. GENERAL REQUIREMENTS
I. 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 Developer's Operational Agreement (FORM- DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM: HOA) 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 (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 .0114(fl? []Yes ®No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(fl)
Daily Design Flow','
No. of Units
Flow
SCHOOL
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
0 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.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 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: ETA 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
➢ 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:
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 pump(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"
5020
PVC
6"
135
DI
S"
1100
HDPE
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 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 15A NCAC 02T 0305(f) & (e)
➢ 15A NCAC 02T.0305(f) contains minimum enn.�.f; ... ,7,..+..t..,v i.e..-....:,,_a c
® Yes ❑ No
Setback Parameter*
SLOMS:
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 im ounded 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
An basement
To slope of embankment or cuts of 2 feet or more vertical height
Drains a systems and interceptor drains
%inches
An swimmingpools
Final earth grade (vertical)
➢ 15A NCAC 02T 0305O contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webna e
➢ 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/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 15A NCAC 02B .0200? ®Yes ❑ No ❑ 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 ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(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/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:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Pormiuing of Pun), Su (lt uns
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria!latest verslonl as applicable?
® Yes ❑ No
if No, complete and submit the Variance/Alternative Design Request application (VADC 10.14) and supporting documents
for review. Anuroval of the request is rermired prior to submittal of the Fast Track Annlication and supporting
documents.
2. Professional Engineer's Certification:
I Timothy M. Stewart, P.E. 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 143.215.611, 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. • r,
North Carolina Professional Engineer's seal, signature, and date:
%J CA Flo
SEAL
14575
?s '•.F
!�QINtiE
3. Applicant's Certification per 15A NCAC 02T .0106(b); �''•: y% M, S
'r�hnnu�
I Randy Hoffer, Regional 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. 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 143-215.6A and 143.215.6A, 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 pens es up to $25,000 per violation.
Signature: _ �Z 77
7O T
Date:
FORM: FTA 04-16 Page 5 of 5