WQ0042503_Application (FTSE)_20210610

Permit Number WQ0042503
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
Southwater Village Mixed Use Development
Location Address
Owner
Owner Name
Pluris Hampstead LLC
Dates/Events
Scheduled
Ong Issue App Received Draft Initiated Issuance
5/6/2021
Regulated Activities

%0 WithersRavenel
00 RECEIVED
May 6, 2021 MAY 0 6 2021
Department of Environmental Quality NCDEQ
Wilmington Regional Office— Water Quality Section WILMINGTON RO
127 Cardinal Drive Ext
Wilmington, NC 28405
Attn: Dean Hunkele
RE: Southwater Village — Fast Track Application for Sanitary Sewer
WR Project No. 02170160.10
Dear Mr. Hunkele:
Enclosed you will find the Fast Track Application for the Southwater Village Project. The project
proposes a total of 63,640 GPD of flow, of which only 29,160 GPD is proposed at this time, with the rest
reserved for future offsite development that will flow to the pump station that is part of this project.
The Southwater Village Project consists of the construction of roadways, underground infrastructure,
and a stormwater pond to accommodate the development of 81 single family and townhomes within a
24-acre parcel on Transfer Station Road in Fender County, NC. Additionally, a pump station will be
constructed within the development along with approximately 4566 LF of 4-inch force main that will
travel northwest along Transfer Station Road and under US HWY 17 where it will connect to the existing
force main.
Included items:
• One paper copy of signed and sealed FTA 04-16 Form
• One paper copy of executed Flow Tracking/Acceptance Form
• One paper copy of USGS Topographic and Aerial Site Map
• Project Narrative
• $480 Application Fee
Please contact me if you have any questions or need any additional information.
Thank you,
Caw
Joe Boyd, PE
Project Manager
WithersRavenel
219 Station Road, Suite 1011 Wilmington, NC 28405
91J 256.9277 1 f: 910.256.2584 1 www.withei,sravenel.com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

%0 WithersRavenel
Sanitary Sewer System Narrative
Southwater Village Development
Pender County, NC
Site Location and Description
The purpose of this project is to construct the residential subdivision known as Southwater
Village located in the Hampstead area of Pender County, NC. In total the subdivision
encompasses constructing roadways, underground infrastructure, stormwater control devices
and 81 single family and multifamily lots. The property is owned by LGI Homes - NC, LLC. The
project drains to Nixons Creek (SA/HQW)) via offsite piping and ditch systems. The project is
located in the White Oak River Basin. Currently the site is mostly woodlands with a few open
areas consisting of bushes and grasses. The surrounding area is mostly residential and light
industrial with Transfer Station Road to the north.
A new 180 gpm pump station will accept flow from the development, along with proposed
future flow from adjacent parcels to the east and south. Designed flow to pump station is as
follows:
• This development: 81-3-bedroom units - 29,160 GPD
• Future Offsite Development:
o Property to the East owned by JBEAU, LLC: 10-3bedroom units & 6,400 GPD of
Commercial Use - 10,000 GPD
o Property to the South owned by PENSCO TRUST CO CUSTODIAN FBO JEFF J
BEA: 51-4-bedroom units - 24,480 GPD
• Total Flow including future to Pump Station: 63,640 GPD
From the pump station, flow will be directed through the development and up Transfer Station
Road and across US-17 where it will tie into an existing forcemain owned by Pluris, LLC, which
ultimately flows to the Pluris's Hampstead Wastewater Treatment Plant. All proposed gravity
sewer lines, pump station and pressure forcemain lines will be owned and maintained by the
Pluris, LLC.
Sewer Design
The proposed sewer system includes the design and construction of approximately 3,231 LF of 8-
inch gravity sewer, 4,566 LF of 4-inch forcemain and a 180-gpm pump station. No portion of the
project is located within the 100-year flood plain and there no wetlands located onsite.
The proposed pump station is located within an easement in open space on the eastern portion of
the development. This easement has access to the proposed right of way for Coburn Drive and
therefore maintenance for the pump station should not be an issue. The pump station includes a
6-foot diameter wet well with valve vault, and an electrical control panel. The pump station is
designed for the complete construction this development, along with capacity for the future flow
described above.
This project including the future development proposes 63,640 GPD of sewer flow be added to
the Treatment Plant, which will put the plant's capacity up to 76% of its permitted flow.
2195tati ii -�t� i, ,`,11 I �>-'.�,D
t 910.256,9277 1 wvvw.wi[herr-i e-f _icanse No. C-0832
i'.r-1'ton

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
ApplicationNumbecWIS-00 �/ 1;-�Q3 (to be«,mpleiedbyDWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Pluris Hampstead, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ StatelCounty ❑ Municipal ❑ Other
3. Signature authority's name: Randy Hoffer per 15A NCAC 02T 0106(bl
Title: Regional Manager
4. Applicant's mailing address: 1095 NC Hwy 210
City: Sneads Ferry State: NC Zip: 28460
5. Applicant's contact information:
Phone mmnber. (_) _ Email Address: rhoffer((4plurisusa.conr
11. PROJECT INFORMATION:
I. Project names Southwatcr Village
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Prgjcct
If a modification, provide the existing permit number: W000_ and issued date:
If new construction but part of a master plan, provide the existing permit number: WQOO_
3. County where project is located: Ponder
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.39 Longitude: -77 66
5. Parcel ID (if applicable): 4203-26-9269-0000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Christopher Hu fF License Number: 024420
Firm: WithersRavenel
Mailing address: 115 MacKcnan Drive
City: Cary State: NC Zip: 27511
Phone number: (2-10) 535-5161 Email Address: chufN6,withersravenel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Pluris Hampstead, LLC Permit Number: W00037287
Owner Name: Pluris Hampstead, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Nurnber(s): W00037324 Downstream (Receiving) Sewer Size: 10 inch
System Wide Collection System Permit Number(s) (ifapplicable): WQCS0037324
Owner Name(s): Pluris Hampstead, LLC
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Pi ivately-Oamed Public Utility, has a Certificate of Poblic Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Dccdouer_s_ Opciotional Agreement WORM DI A] been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Monte ProlI Owner_' Association. has an Operational Agreement WORM: 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 ❑ Switnnting Pool/Filter Backwash
❑ 13usinesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nalure of wastewater : 100 % Domestic/Commercial 0 %, Commercial
Industrial (Scc 15A VIAC 021 .0103.(Nj)
"Is there a Preu'catment Program in effect'? ❑ Yes ❑ No
6. I las a flow reduction been approved under 1 5A NC'.A(021 .01 Wit)? ❑ Yes ® No
If ves, provide a copy of Row reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 112T.(1114(Q)
Daily Design Flow 4"'
No. of Units
Flow
Residential, Single Family (3 Bedroom)
360 gal/day
81
29,160 GPI)
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
lured
29,160GPD
a See 15A NCAC 021 .01141b) Id). (c)( I) and (c)(2) for caveats to wastewater design flow rates (i.e., minimum Ilow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public rise areas;
and residential property located south orcast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in U..S:._7 _AA).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NC'A( 021 .01 14] shall be
determined using available flow clata, water using fixtures, occupancy or operation patterns, and other measured data.
ft. Wastewater generated by project: 29A60 GPD (per 155A NCA(' 021 .0111)
I 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 llow expected
❑ Otter (Explain):
FORM: F'IA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T m03O5 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 3232 PVC
> 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: Southwater -PSI
2. Approximate Coordinates (Decimal Degrees): Latitude: 34_39" Longitude: -77 66'
3. Design flow of the pump station: 0.057 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 180 gallons per minute at 245 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
4566
PVC
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 & ISA NCAC 02T.0305(f)):
I. Does the project comply with all separations found in ISA NCAC 02T .0305(n & (a) ® Yes ❑ No
D ISA NCAC 02T.0305(f) contains minimum senarations that shall be nrovided for sewer systems:
Setback Parameter*
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 litres 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 buildinit 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
D 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 weboage
D 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
D 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
D 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
D This would include Trout Buffered Streams per ISA NCAC 28.0202
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, stoninvater 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 tines 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:
I. Does the submitted system comply with 15A NCAC 02'f the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version) and the GravitySewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents
2. Professional Engineer's Certification:
rQx . !{ J"C'r' attest that this application for
Engineer's name from Application Item III.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, as well as civil penalties up to $25,000 per violation.-. ,,Do jVeoeeoe _
North Carolina Professional Engineer's seal, signature, and date
%4,l.7 0 j fL
.83 z
3HER`
3. Applicant's Certification per 15A NCAC 02T .0106(b):
that this application for
name &
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 understated 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.
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
(F'TSIs 10-18)
Entity Requesting Allocation: Pluris Hampstead LLC
Project Name for which flow is being requested: Southwater Village
More than one FTSE tiny be required for a single project if the owner of the IFIVTP h not responsible far 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, Hampstead
b. WWTP Facility Permit #: WQ0037287
All flows are in MGD
c. WWTP facility's permitted flow 0.250
d. Estimated obligated flow not yet tributary to the WWTP 0,005
e. WWTP facility's actual avg. flow 0.133
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
0.029160
0.167160
67%
1I. 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:
Pump
Pump
Station
Station
(Name or
Permit
Number)
No.
(A)
(B)
Design
Average
Approx.
Daily
Current
Firm Flow**
Avg. Daily
Capacity, * (Firm i pf),
Flow,
MGD MGD
MGD
(C)
(D)=(B+C)
(G)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity"*
Regional WQ0037863 1.70 0,680 0.100 0.030 0.130 0.550
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can he 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 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planting 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): Pluris Hampstead LLC
Downstream Permit Number: WQCS0037324
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Randy Hoffer, Regional Manager certify to the best of my knowledge that the addition of
tlic 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 front 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 lI 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 Of
Title nj
Page 2 of 6
FTSG 10-18

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Hunkele, Dean
From: Boyd, Joseph <[e-mail]>
Sent: Thursday, June 3, 2021 3:14 PM
To: Randy Hoffer; Hunkele, Dean; Huff, Chris
Cc: Kaarin Williams
Subject: RE: [EXTERNAL] RE: [External] RE: ADD INFO: Pending WQ0042503 Southwater Village
Mixed Use Development
Attachments: FTA 04-16 Southwater Village Flow Only -Page 1.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Thank you Randy!
Attached is the updated 1" page of the FTA with the corrected name for Pluris as Pluris Hampstead, I.I.C. It was Pluris
Holdings previously.
Dean,
Do you need anything else to process and get it finished up?
Thanks!
Joe
From: Randy Hoffer <[e-mail]>
Sent: Thursday, June 3, 2021 8:52 AM
To: Boyd, Joseph <[e-mail]>; Hunkele, Dean <[e-mail]>; Huff, Chris
<[e-mail]>
Cc: Kaarin Williams <[e-mail]>
Subject: RE: [EXTERNAL] RE: [External] RE: ADD INFO: Pending WQ0042503 Southwater Village Mixed Use Development
All,
Please see the attached FTSE for Southwater Village. Make sure the FTA has Pluris Hampstead LLC not Pluris Holdings.
Thank you
From: Boyd, Joseph <][e-mail]>
Sent: Thursday, June 3, 2021 8:14 AM
To: Randy Hoffer <[e-mail]>; Hunkele, Dean <[e-mail]>; Huff, Chris
<Chuff@withers rave nel.com>
Cc: Kaarin Williams <[e-mail]>
Subject: RE: [EXTERNAL] RE: [External] RE: ADD INFO: Pending WQ0042503 Southwater Village Mixed Use Development
Ok works for usl
Attached is the revised Page of the FTA application showing the revised flow to be permitted at this time, 29,160 GPD.

Randy, can you create and updated FTSE form for Dean?
Dean, will the attached and the soon to be emailed updated FTSE form work for what you need?
Thanks!
Joe
From: Randy Hoffer<[e-mail]>
Sent: Thursday, June 3, 2021 6:51 AM
To: Boyd, Joseph <[e-mail]>; Hunkele, Dean <[e-mail]>; Huff, Chris
<[e-mail]>
Cc: Kaarin Williams <[e-mail]>
Subject: RE: [EXTERNAL] RE: [External] RE: ADD INFO: Pending WQ0042503 Southwater Village Mixed Use Development
I think that's the cleanest way.
From: Boyd, Joseph <[e-mail]>
Sent: Wednesday, June 2, 20214:23 PM
To: Hunkele, Dean <[e-mail]>; Huff, Chris <[e-mail]>
Cc: Randy Hoffer <[e-mail]>; Kaarin Williams <[e-mail]>
Subject: [EXTERNAL] RE: [External] RE: ADD INFO: Pending WQ0042503 Southwater Village Mixed Use Development
Dean,
This is fine with me. However, from Kaarin's recent email they may want it to just include our subdivision and not future
flows?
Kaarin and/or Randy, please respond.
Thanksl
Joe
From: Hunkele, Dean <[e-mail]>
Sent: Wednesday, June 2, 2021 3:30 PM
To: Boyd, Joseph <jbovd@withersraveneLcom>; Huff, Chris <[e-mail]>
Cc: Randy Hoffer - Pluris LLC <[e-mail]>; Kaarin Williams <[e-mail]>
Subject: RE: [External] RE: ADD INFO: Pending WQ0042503 Southwater Village Mixed Use Development
Importance: High
See attached draft to ensure this is what you want. Flow is allocated for off -site, but no infrastructure nor connection
allowed for anything off -site other than the 10 residences without permit modification.
Dean Hunkele
Environmental Program Consultant
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk

910.796.7380 Direct
[e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
https://Iink.caltech.cam/u/02b7a871/NJ9BSuDD6xGh4izaW9GfSw?u=http%3A%2F%2Fdea nc gov%2Fcontact%2Fregional-
offices%2Fwilmington
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:Hlink caltech com/u/83de4l7f/uR5CSuDD6xGh4izaW9GfSw7u=https%3A%2F%2Fdea nc goy/2Fabout%2Fdivisions°%2Fwater-
reso u rce s%2 Fwater-reso u rces-o erm its%2 Foeres%2Fcol lecti on-systems-o erm its
From: Hunkele, Dean
Sent: Friday, May 28, 20214:37 PM
To: Boyd, Joseph <[e-mail]>; Huff, Chris <Chuff@withersravenel. com>
Cc: Randy Hoffer - Pluris LLC <[e-mail]>; Kaarin Williams <[e-mail]>
Subject: RE: [External] RE: ADD INFO: Pending WQ0042503 Southwater Village Mixed Use Development
Then why not approve the flow later when they come forth for a permit for an onsite sewer system or modify this
permit for flow then if by some chance they need no sewer permit on that site?
Dean Hunkele
Environmental Program Consultant
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
[e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
https://Iink.caltech.com/u/02b7a871/NJ9BSuDD6xGh4izaW9GfSw7u=htto%3A%2F%2Fdeg.nc gov%2Fcontact%2Fregional-
offices%2Fwilmington
Email correspondence to and frorn 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. Conformation using this method will replace letters and emoils: it is
recommended that confirmation be printed and/or saved
Links to both trackers can be found on the sewer permitting site
here: https://Iink.caltech com/u/83de417f/ugSCSuDD6xGh4izaW9GfSw?u=httDs%3A%2F%2Fdea nc aov%2Fabout%2Fdivisions%2Fwater-
resou rces%2Fwater-resources-permits%2FPeres%2Fcollection-systems-permits
From: Boyd, Joseph [ma IIto:'bovd@withers rave ne1.com]
Sent: Friday, May 28, 20214:08 PM
To: Hunkele, Dean <[e-mail]>; Huff, Chris <Chuff@with ersravenel.com>
Cc: Randy Hoffer - Pluris LLC <[e-mail]>; Kaarin Williams <[e-mail]>
Subject: RE: [External] RE: ADD INFO: Pending WQ0042503 Southwater Village Mixed Use Development
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Dean,
The offsite total parcel acreage is about 4.5 acres. We are stubbing our gravity sewer on the property line for them to
tie into, but our project and proposed gravity lengths do not include their portion of the gravity sewer.
As for the tracking and modifying later, I assume Randy needs to chime in on that. I believe that was their plan in our
method of permitting this.
Randy, can you please follow up on this?
Thanks again to all!
Joe
From: Hunkele, Dean <[e-mail]>
Sent: Friday, May 28, 2021 3:51 PM
To: Boyd, Joseph <[e-mail]>; Huff, Chris <[e-mail]>
Cc: Randy Hoffer - Pluris LLC <[e-mail]>; Kaarin Williams <[e-mail]>
Subject: RE: [External] RE: ADD INFO: Pending WQ0042503 Southwater Village Mixed Use Development
Importance: High
I can allocate it with a higher rate and condition the permit for Pluris to track usage and modify it later.
What is the acreage? Can both it and the 10 off -site homes be served with by the gravity sewer in the application?
Dean Hunkele
Environmental Program Consultant
Water Quality Regional Operations Section
Division of Water Resources

Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
[e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
https://link.caltech.com/u/02b7ag7l/NJ9BSuDD6xGh4izaW9GfSw?u=http%3A%2F%2Fdeg nc gov%2Fcontact%2Fregional-
offices%2Fwilmington
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://Iink.caltech.com/u/83de417f/uRSCSuDD6xGh4izaW9GfSw?u=https%3A%u2F%2Fdeancgov%2Fabout%2Fdivisions%2Fwater-
reso u rces%2 Fwate r-resources-perm its%2 F pe res%2 Fcol lectio n-systems-perm its
From: Boyd, Joseph[maiIto: ibovd@withersrave nel.coml
Sent: Friday, May 28, 20212:20 PM
To: Hunkele, Dean <[e-mail]>; Huff, Chris <Chuff ct withersravenel.com>
Cc: Randy Hoffer - Pluris LLC <[e-mail]>; Kaarin Williams <[e-mail]>
Subject: RE: [External] RE: ADD INFO: Pending WQ0042503 Southwater Village Mixed Use Development
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Dean,
Just following up on this, as we need to determine how to either permit the additional flow or adjust so we can continue
with our project and have the offsite portion flowing to the pump station be permitted at a later date.
Thanksl
Joe
From: Boyd, Joseph
Sent: Thursday, May 27, 20218:54 AM
To: Hunkele, Dean <[e-mail]>; Huff, Chris <[e-mail]>
Cc: Randy Hoffer- Pluris LLC<[e-mail]>; Kaarin Williams <[e-mail]>
Subject: RE: [External] RE: ADD INFO: Pending WQ0042503 Southwater Village Mixed Use Development

Hunkele, Dean
From: Boyd, Joseph <[e-mail]>
Sent: Thursday, May 27, 2021 8:54 AM
To: Hunkele, Dean; Huff, Chris
Cc: Randy Hoffer - Pluris LLC; Kaarin Williams
Subject: RE: [External] RE: ADD INFO: Pending WQ0042503 Southwater Village Mixed Use
Development
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Dean,
The 10 housing units are included in the current residential request.
From my understanding of the 2T rules, the 880 gpd/acre is a minimum rate. Therefore can we not request greater
flow? The developer is requesting 1820 gpd/acre, which would equate to the 6,400 gpd.
Please follow up when you get a chance.
Thanks!
Joe
From: Hunkele, Dean <[e-mail]>
Sent: Wednesday, May 26, 20214:54 PM
To: Boyd, Joseph <[e-mail]>; Huff, Chris <[e-mail]>
Cc: Randy Hoffer - Pluris LLC <[e-mail]>; Kaarin Williams <[e-mail]>
Subject: RE: [External] RE: ADD INFO: Pending WQ0042503 Southwater Village Mixed Use Development
Okay, well we can't approve speculative flow with unknown uses unless we use the 880 gpd/acre rate in 2T. Then we
condition it that the Permittee must modify the permit once uses are known or continuously track connected flow
versus usage per 2T rates to avoid exceeding the approved flow without a modification. The 880 rate is pretty good for
lower volume commercial or even residential connections.
Are the 10 housing units you reference included in the current residential request or are they to be requested at a later
date?
Dean Hunkele
Environmental Program Consultant
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2018 Fax
[e-mail]
Wilmington Regional Office

127 Cardinal Drive Ext
Wilmington, NC 28405
http://d eo. nC.ROV/contact/regiona I-offices/wi I mington
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:Hdeg.nc.gov/about/divisions/water-resources/water-resources-
Pe rm its/peres/col lection-systems-perm its
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
From: Boyd, Joseph[mailto:[e-mail]]
Sent: Wednesday, May 26, 20214:05 PM
To: Hunkele, Dean <[e-mail]>; Huff, Chris <Chuff (CD withers ravenel.com>
Cc: Randy Hoffer - Pluris LLC <[e-mail]>; Kaarin Williams <[e-mail]>
Subject: [External] RE: ADD INFO: Pending WQ0042503 Southwater Village Mixed Use Development
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Dean,
See below for responses in red.
Let me know if you have any further questions, and if we need to schedule to conference call we can arrange that as
well.
Thanksl
Joe
From: Hunkele, Dean <[e-mail]>
Sent: Wednesday, May 26, 2021 2:28 PM
To: Huff, Chris <Chuff@withers raven el.com>; Boyd, Joseph <[e-mail]>
Cc: Randy Hoffer - Pluris LLC <[e-mail]>; Kaarin Williams <[e-mail]>
Subject: ADD INFO: Pending WQ0042503 Southwater Village Mixed Use Development
Importance: High
Chris/Joe,
Please provide information on how the 6,400 gpd was arrived at for off -site non-residential. The exact use for
the 6,400 GPD is not known currently. The owner of our project and that of the offsite development came to an
agreement to allow a total offsite flow of 10,000 GPD. That flow included 10 housing units at 360 GPD each,

which then left us with the 6,400 GPD. We assume it will be for a commercial use, but the exact use will
determined by the offsite developer.
• There are no plans to connect the transfer station is there? We are not proposing to connect to the Transfer
Station.
Thanks
Dean Hunkele
Environmental Program Consultant
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2018 Fax
Dean.Hunkele@ncdenr.¢OV
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http://deg.nC.goy/contact/regional-offices/wilmington
Email correspondence to and from this address is subject to the North Carolina Public Records Cow 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 previousiy issued sewer permit info oT to check on sewer certification receipt status, p4ease use the DWhjon's Sewer Extertsion 4ermR
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 todays 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: httos://deg.nc.goy/about/divisions/water-resources/water-resources-
pe rm its/pe res/co Ilectio n-systems-perm its
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.