WQ0041115_Application (FTSE)_20191003

Permit Number W00041115
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
Stump Sound Elementary School Sewer
Location Address
Owner
Central Files. APS _ SWP
8/20/2019
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Name
Owner Type
Pluns LLC
Non -Government
Owner Affiliation
Maurice W. Gallarda
PE
150 Turtle Creek Blvd
Dates/Events
Dallas TX 75207
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective
8/19/2019

Ak
RECEIVED/NCDENR/DWR
AUG 19 2019
ENGINEERS • SURVEYORS • PLANNERS
VIA EMAIL AND MAIL
TO: Mr. Dean Hunkele
NCDENR - DWR
127 Cardinal Dr. Ext.
Wilmington, NC 28405-3845
WE ARE SENDING YOU:
Water Quality Regional
Operations Section
Wilmington Regional Office
LETTER OF TRANSMITTAL
DATE: August 16, 2019
REF: Stump Sound Elementary School
Onslow County, NC
Fast Track Sewer Application
One (1) original and One (1) copy of the Fast Track Sewer Application; One (1) Check No. 39555 in the amount
of $480.00 for the application fee; One (1) Flow Tracking/Acceptance Form; One (1) copy of portion of
the USGS map; and One (1) copy of Water and Sewer Plans (Sheet C103).
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, Onslow County is proposing to build new elementary school. We have designed pump stab and
force main to tie to Pluris Sewer. Let me know if you have anv auestions. , _
Timothy M! S�ew�rt, P.E.
Copies To: t
ec: Mr. Randy Baker (LOT only)
Mr. Steve Myers (LOT only)
Mr. Randy Hoffer (w/enclosures)
TMS/djh CF (P), LAM
306 New QifrdQnCG0mtr0#.&CP100H kmWeiAckk0&ylYh dAOil- 41966�010) 455-2414
C1.2019.TMS.LOT.Hunkele.SSES.SewerAPP.08f5iINn License Number F-0108 I www.parkerjacksonville.com

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
"""I 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources PTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: W 660 -1 (I 1 S (to be wmple(ed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. 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 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: 910 327-2880 Email Address: [e-mail]
II. PROJECT INFORMATION:
I. Project name: STUMP SOUND ELEMENTARY SCHOOL
2. Application/Project status: ® 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: W000_
3. County where project is located: ONSLOW
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.51610 Longitude:-77.48940
5. Parcel ID (if applicable): 020312
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. 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: [phone] Email Address: [e-mail]
1V. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: PLURIS NORTH TOPSAIL
Owner Name: PLURIS. LLC
Permit Number: W00005849
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00035171 Downstream (Receiving) Sewer Size: 12 inch
System Wide Collection System Permit NumberO (if applicable : WQCS
Owner Name(s): PLURIS, LLC
FORM: FTA 04-16 Page I of

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 Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Propedy 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 I SA NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Hasa flow reduction been approved under 15A NCAC 02T 0114(f)? ❑ Yes ® No
➢ If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01140
Daily Design Flow °'s
No, of Units
Flow
SCHOOL
12 gal/Student
848
10,176 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total I
10,176 GPD
a See 15A NCAC 02T 0114() (d) (e)(I) 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: 10` 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 836 PVC
➢ Section II & M of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section Ill 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: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 4.515° Longitude:-77.49060
3. Design flow of the pump station: 0.25 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 176 gallons per minute at 128 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6"
5550
PVC
6"
240
DI
8"
1100
HDPE
6. Power reliability in accordance with 15A NCAC 02T 0305(h)(I ):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13):
➢ 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(t)):
Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
D 15A NCAC 02T.0305(f) contains minimum qe nmtinne ihm o6ou 6e --. ,:A -A r .
® 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 11 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 elevatioo 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
An 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
➢ I SA NCAC 02T 0305(e) contains alternatives where separations in 2T.0305 cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboa e
D If noncompliance with 02T.0305(1) or (e), 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
D 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 2B.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 I SA NCAC 02T.0I05(c)(61(additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0 1 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/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:
Does the submitted system comply with ISA NCAC 02T, the Minimum Desiap Criteria for the Petmittine of Pump Stations
and Force Mains (latest version), and the Gravil Sewer minimum Desipn_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. AAp ti roval of the request is required prior to submittal of the Fast Track Application and sunnn_ rting
documents.
2. Professional Engineer's Certification:
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 143-215.6B, 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, ns well as civil penalties up to $25,000 per violation. A s s
North Carolina Professional Engineer's seal, signature, and d
3. Applicam's Certification per ISA NCAC 02T .0I06(b):
Randy Hoffer, Regional Manager _attest that this application for
(Signature Authority's name & title from Application Item 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 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 I43-215.6A 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.
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: ONSLOW COUNTY SCHOOL
Project Name for which flow is being requested: Stump Sound Elementart School
More than one FTSE nary be required for a shtgle project if the owner of the WWTP is not responsible for all punip
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, LLC
b. WWTP Facility Permit #: WQ0005849
All flatus are in MGD
c.
WWTP facility's permitted flow
1.542
d.
Estimated obligated flow not yet tributary to the WWTP
0.406840
e.
WWTP facility's actual avg. flow
0.581256
f.
Total flow for this specific request
0.010176
g.
Total actual and obligated flows to the facility
0.998238
h.
Percent of permitted flow used
65%
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
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Finn Daily Flow**
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, * (Finn / pf),
Avg. Daily
Daily Flow,
Obligated Available
Number)
No.
MUD MUD
Flow, MUD
MUD
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
(pf) 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 < 0.
Downstream Facility Name (Sewer): Sneads Ferry South Sewer Basin
Downstream Permit Number: WQ0034485
Page I of 6
FTSE 10-18

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 certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
Signing Official Signature
Title of Signing Official
Page 2 of 6
FTSE 10-18

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8/20/2019

Hunkele, Dean
From: Tim Stewart <office@ parkerjacksonvil le.com >
Sent: Wednesday, October 2, 2019 4:23 PM
To: Hunkele, Dean
Cc: Randy Hoffer
Subject: Re: [External] RE: Pending WQ0041115 Stump Sound Elem pump station
Dean,
I reviewed the pump system model and also talked to Randy Hoffer. To downsize the pumps for a 4" force main out to
the road would still require the same pump, just slightly less horsepower.
Therefore, I think it is best to leave the design as it is. Let me know if you need anything else.
Thanks.
-Tim
Timothv M. Stewart, PE / dih
Parker & Associates, Inc
Jacksonville NC, 28540
Firm License Number F-0108
910-455-2414 - Office
Parkedacksonville.com
ATk
On 9/25/2019 2:54 PM, Hunkele, Dean wrote:
Hey Tim,
You only need to meet scour in the FM leaving your project to the point of connection with a larger
main, thus sounds like this is being way over designed.
For example, if your project only needs a 4" out to the road to meet its needs and you upsize to a 6" on
the main roads for the utility, then scour only applies to the 4" at the point of connection to the
6". Since it's the only user of the 6" initially, then you just need to point out there will be inadequate
scour in the 6" upon completion. It is up to the system owner/utility to manage flows in that larger line
to avoid issues of deposition & septicity via flushing ports at key locations especially upstream of large
bores until adequate future connections & flow are added.
Let me know if you would like to look at redesigning the on -site system.

Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
Dean. Hunkele(o)ncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http://deg.nc.gov/contact/regional-offices/wilmington
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a
complete application and if no additional information has to be requested upon full review. Please use the Department's
Permit Application Tracker to determine the official application receipt date to allow you to estimate a date for issuance and
find the reviewer's name. Once issued, the record stays on the site for 30 days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer
Extension Permit Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what
you want especially for multi -version permits; using today's date only gives info on the latest permit version. Confirmation
using this method will replace letters and emails; it is recommended that confirmation be printed and/or saved.
Links to both trackers can be found on the sewer permitting site here: https://deg.nc.gov/about/divisions/water-
resou rces/water-resou rces-permits/pe res/co llectlon-systems-pe rm Its
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations,
etc.
From: Parker & Associates [mailto:[e-mail]]
Sent: Wednesday, September 25, 2019 11:59 AM
To: Randy Hoffer <[e-mail]>
Cc: Hunkele, Dean <[e-mail]>
Subject: [External] RE: Pending WQ0041115 Stump Sound Elem pump station
Randy/Dean,
The Pump Station was not set up to be a Regional Station. It will serve the school only. However, we did
upsize the Force Main (as requested by Pluris), so other possible future developments along Folkstone
Road or Tar Landing Road could tie to it. Due to upsizing the Force Main, we increased the GPM of the
Pumps, so we would get 2 feet per second velocity in the Force main.
Let me know if you have any other questions.
Thanks, Tim

Timothy m. Stewart, PE/brs
Parker & Associates, Inc
306 New Bridge Street Jacksonville NC, 28540
Firm License Number F-0108
910-455-2414 - Office
Pa rkerJacksonvi I le.com
On 9/24/2019 2:56 PM, Randy Hoffer wrote:
Tim,
Please see Dean's email below.
Randy Hoffer
NC Reaional Manaaer
��PLU R I S
Pluris Holdings LLC
M 910-327-2880 F 910-327-0374
0 1095 Hwa 310 Sneads Ferry. NC 38460
! 1111 -ncui ..uhlca a� the I'luri11dII1 11 i:ul dndmnicr.
Click ro read full disclaimer_
From: Hunkele, Dean[mailto:[e-mail]]
Sent: Tuesday, September 24, 2019 2:50 PM
To: Randy Hoffer; Kaarin Williams
Subject: RE: [External] RE: Pending WQ0041115 Stump Sound Elem pump station
So do you want me to condition the permit that it has to be upgraded by you with the
next tributary flow permit or do you want OCS to pay for it now? Needs to be
considered in the design and installation now though.
The station is sited quite deep in the parcel close to the school best I can tell from the
limited drawing I got; thus seems limited in its ability to be regional.
Let me know and perhaps ask Tim Stewart.
Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
3

910.796.7215 Reception Desk
910.796.7380 Direct
910.3S0.2004 Fax
[e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http://deg. nc,goy/contact/regiona I-offices/wi Im i ngton
Email correspondence to and from this address is subject to the North Carolina Public Records
Law and may be disclosed to third parties
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from
receipt of a complete application and if no additional information has to be requested upon full
review. Please use the Department's Permit Application Tracker to determine the official application
receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the
record stays on the site for 30 days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the
Division's Sewer Extension Permit Tracker. Using the Issue Date on top of the Engineer Certification Form
is best way to ensure getting what you want especially for multi -version permits; using today's date only
gives info on the latest permit version. Confirmation using this method will replace letters and emails; it is
recommended that confirmation be printed and/or saved.
Links to both trackers can be found on the sewer permitting site
here: https://deg.nc.gov/about!divisions/water-resources/water-resources-permits/peres/collection-
systems-permits
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications,
policies, regulations, etc.
From: Randy Hoffer [mailto:[e-mail]]
Sent: Tuesday, September 24, 2019 2:37 PM
To: Hunkele, Dean <[e-mail]>; Kaarin Williams
<kwilliams([e-mail]>
Subject: [External] RE: Pending WQ0041115 Stump Sound Elem pump station
There was talk of Jack Carlisle using this station for 50 acres that is next to the pump
station but I'm not aware of any deal.
Randy Hoffer
NC Regional Manager
�PLURIS
Pluris Holdings LLC'
Y1 910-327-2880 F 910-327-0374

O 109i Hwy 210 Sneads Ferrv, NC 28460
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From: Hunkele, Dean[mailto:dean.hunkeleCcbncdenr.gov]
Sent: Tuesday, September 24, 2019 12:25 PM
To: Randy Hoffer; Kaarin Williams
Subject: Pending WQ0041115 Stump Sound Elem pump station
Importance: High
Randy,
The app came in listing a portable generator connection, but this 176-gpm pump station
is too large to only serve the school which is slated to be under 15K gpd. Thus, shouldn't
this station have a permanent one or pump since it will be more of a regional station
and serve more later?
Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
[e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http://deg.nc.gov/contactZregional-offices/wilmington
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