WQ0039779_Application (FTSE)_20210517

Permit Number WQ0039779
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension.. Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRuIe
Permitted Flow
11,000
Facility Name
Hampstead Station Outparcel B Private Pump Station
Location Address
Owner
Owner Name
The Jaytees Properties III LLC
Central Files: APS _ SWP
4/29/2021
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
C
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Pander
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Jeff W. Turpin
105 Island Or
Dates/Events Wrightsville Beach NC 28480
Scheduled
Ong Issue App Received Draft Initiated Issuance
2/28/2018 4/28/2021
Regulated Activities
Domestic, other
Office
Retail
Wastewater colle—
Outfall
Waterbody Nam(

Michael C. Gallant PE, PA
Engineering / Consulting / Design
NC Firm C-1989, AL Firm CA - 4338 - E
NC Reg. No. - 25572, AL Reg. No. - 32178
Dean Hunkele
Senior Environmental Specialist
Surface Water Protection
NCDENR-DWQ, WiRO
127 Cardinal Drive
Wilmington, NC 28403
April 24, 2021
Re: Hampstead Station Outparcel B Private Pump Station- WQ0039779
RECEIVED
APR 2 8 2021
NCDEQ
WILMINGTON RO
Dean,
Please find attached a fast track application package for the modification of the Hampstead
Station Outparcel B Private Pump Station. This package includes the application fee and two copies of:
• Two copies of application form FTA 04-16.
• Two copies of the USE for the project.
• The application fee of $480.
Please let the following serve as a brief narrative for the project:
The applicant wishes to expand the capacity of the existing station to a capacity of 23,000 gpd.
This modification is in response to the recent findings that the car wash that is tributary to the station is
sending up to 18,000 gallons per day to the lift station. This will entail installation of larger pumps and a
permanent stand-by generator due to the fact that the new flow will be greater than 15,000 gpd.
If you have any questions please feel free to call me at 910.448.1046.
Since ly
Michael C. Gall nt, PE
gallantmcOyahoo.com
to 1910.448.1046
P.O. Box 4039
Surf City, NC 28445

Dlvislon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: The JayTees Properties III, 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: Jeff Tumin per 15A NCAC 02T .0106(b)
Title: Reaistered Agent
4. Applicant's mailing address: 105 Island Dr.
City: Wrightsville Beach State: NC Zip: 28480-,
5. Applicant's contact information:
Phone number: [phone] Email Address:
II. PROJECT INFORMATION:
1. Project name: Hampstead Station Shopping Center Outparcel B
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: W00039779 and issued date: 2/1 8
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Pender
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.3653' Longitude:-77.7123°
5. Parcel ID (if applicable): 3282-86-5475-0000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Michael C. Gallant, PE License Number: 25572
Firm: Michael C. Gallant, PE, PA
Mailing address: PO Box 4039
City: Surf City State: NC
Phone number: 910) 448-1046
Zip: 28445-.
Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Pluris Hampstead W WTF Permit Number: W00037287
Owner Name: Pluris hampstead, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
1. Permit Number(s): W00037324 Downstream (Receiving) Sewer Size: 10 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Pluris Hampsetad, LLC
FORM: FTA 04-16 Page 1 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 ❑No NN/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 NN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No NN/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned N Retail (stores, centers, malls) N 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 100 % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
L----->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 02T.0114(f)
Daily Design Flow ",b
No. of Units
Flow
Car Wash
15,000 gal/1 Car Wash
1
15,000 GPD
Already Allocated
gal/
8,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Tptat
23,000 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: 15 000 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIIL 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: LS 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.3653' Longitude:-77.7123°
3. Design flow of the pump station:.005 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 48 gallons per minute at 68.3 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 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)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) ❑ Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
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-1 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, HOW, 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
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpaee
➢ If noncompliance with 02T.0305(f) 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
➢ 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 .02009 ❑ 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 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 the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
CCertification:(
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. I
3. A
ration for
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.
Signature: XfAV __ Date: April 26, 2021
Managi
Jaytees properties III, LLC
FORM: FTA 04-16 Page 5 oPI/

State of North Carolina
Department of Environmental Quality
Division of Water Resources
llhkioll of MI(el Re<,,,,,,(,.s Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: The Jaytees Properties III, LLC
Project Name for which flow is being requested: Hampstead Station Out Par B
Mare 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 proposer! 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 0.015
e. WWTP facility's actual avg. flow 0.123
f. Total flow for this specific request 0.02300
g. Total actual and obligated flows to the facility 0.16100
h. Percent of permitted flow used 64%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated, Total
Pump Pump Average Approx. Not Yet Current Flow
Station Station Firm Daily Flow** Current Tributary Plus
(Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Regional WQ0037863 1.700 0.680 0.100 0.020 0.120 0.560
HS OP B WQ0039779 0.06912 0.027648 0.01800 0 .01800 0.009648
The Firm Capacity (design flow) of any pump station is defined as the maximum pumped now
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pt) not less than 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): 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
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 Q, jffi�
Title
Page 2 of 6
PTSE 10-18

Hunkele, Dean
From: Mlchael Gallant <[e-mail]>
Sent: Thursday, April 29, 2021 9:54 AM
To: Randy Hoffer; Jeff turpin; Hunkele, Dean
Subject: Re: [External] WQ0039779
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Dean,
I had the owner get me a count at the restaurant and they have 48 seats inside which I will count as
typical restaurant seats and they have 52 outside which is much more like a bar.
The gym is at 2957 gpd.
The restaurant would be:
48 seats @ 40 gpd/ seat = 1920 gpd
52 seats @ 20 gpd(bar) = 1040 gpd
This would leave 17,083 gpd for the car wash which I think is plenty.
This would still add up to the 23,000 gpd total for the station after the modification I just got to you.
Does that work for you?
Michael C. Gallant, PE PO Box 4039 Surf City, NC 28445 910.448.1046
www.michael.gallantengineer.com
On Wednesday, April 28, 2021, 02:28:50 PM EDT, Hunkele, Dean <dean.hunkele@ncdenr gov> wrote.
By the way, are you going to allocate any flow for the restaurant/bar space that was placed in Jeffs building
contrary to the original permit that didn't allow any food services which apparently Helen left out of last
modification?
Dean Hunkele
Environmental Program Consultant
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
t

CALIBER CAR WASH
38 DAN OWEN DR, HAMPSTEAD
CUST #35048 / LOCATION #117102
Date Service
Rate Code
Actual
2/25M21 Sewer
HSCS 321.000,00000
1/27/2021 Scars
HSCS
274.500,00000
1212812020 Sewer
HSCS
294.000.00000
11124t2020 Seam
HSCS
407,000.00000
IM2020 Sewer
HSCS
392.000.00000
K9/2020 Sewer
HSCS
360.500.00000
&'27/2020 Sewer
HSCS
555.000.00000
7/2&12020 Sewer
HSCS
386.000.00000
6 62020 Sewer
HSCS
355.500.00000
5/27/2020 Sewer
HSCS
397.000.00000
412MO20 Scam
HSCS
347,000.00000
320020 Sewer
HSCS
369.500.00000
2/262020 Sewer
HSCS
185.000.00000
112&2020 Sewer
HSCS
170.500.00000
12i2CJ2019 Sewer
HSCS
145,500.00000
1ti2512019 Sewer
HSCS
229.500.00000
10282019 Sewer
HSCS
123.300.00000
9262019 Sewer
HSCS
0.00000