WQ0038968_Application (FTSE)_20210504

Permit Number WQ0038968
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean. hunkele
Coastal SWRule
Permitted Flow
12,480
Facilitv
Facility Name
Jensens Coastal Plantation Sewer
Location Address
Owner
Owner Name
Pluris Hampstead LLC
Central Files: APS _ SWP
4/8/2021
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
D
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Fender
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Randy R. Hoffer
1095 NC Hwy 210
Dates/Events Sneads Ferry NC 28460
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/1/2017 4/1/2021
Regulated Activities Requested iReceived Events
Domestic, other Additional information requested
Subdivision Additional information received
Wastewater collection.
Outfa
Waterl

Subbasin

A4
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
April 1, 2021
Dean Hunkele
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDEQ
127 Cardinal Drive Ext,
Wilmington, NC 28405
Re: Wastewater Collections System Extension
Permit No. WO0038968
Jensens' Coastal Plantation
Pender County
Dear Dean,
Clc4 V ic-
01 2021
BY:
This permit modification is for the upgrade to the main lift station in the Jensen's community. This upgrade will allow for the
addition of the proposed residences and tributary flow. Please note thatrecent drawdown tests show the existing pumps
able to surpass 80 gpm. Despite this flow Pluris felt it was reasonable and prudent to upgrade the pumps to avoid any
possible future issues. The proposed pumps will be capable of 125 gpm.
I have included the application, the fee, the USE for the additional flow (total station design flow is 24,000 gpd), and the
calculations for the new pumps.
MX
Michael C. Gallant, PE
11Pa9e

State of North Carolina
nWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon 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
I. APPLICANT INFORMATION:
1. Applicant's name: Pluris Hampstead. LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Randy Hoffer per 15A NCAC 02T .0I06(b)
Title: Regional Manager•
4. Applicant's mailing address: 1095 IIwy 210
City: Sneads Ferry State: NC Zip: 28460-
5. Applicant's contact information:
Phone number: 910) 327-2880 Email Address: [e-mail]
plurisusa.com
® Privately -Owned Public Utility
❑ Other
II. PROJECT INFORMATION:
I. Project name: Jensens Coastal Plantation
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: W00038968 and issued date: Jul 9 q (q—Zi
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: 34.373068' Longitude:-77.698627'
5. Parcel ID (if applicable): 3292-39-3667-0000
(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
Mailing address: PO Box 4039
City:.Surf City State: NC Zip: 2844.5-_
Phone number: [phone] Email Address: RallantmcQryahoo.com
IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
1. Facility Name: Pluris Hampstead WWTF Permit Number: —
Owner Name: Pluris Hampstead, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
1. Permit Number(s): WQ0037287 Downstream (Receiving) Sewer Size: Which
inch
System Wide Collection System PermitNunrber(s) (if applicable): WQCS0037324
Owner Name(s): Pluris Hampstead, LLC
FORM: FTA 04-16 Page I 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 Onerational Agreement (FORM: DM been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association has in Operational Aereentent (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. Has a flow reduction been approved under 15A NCAC 021' .01 14(t)? ❑ Yes ® No
➢ If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(B)
Daily Design Flow
No. of Units
Clow
997 addition) units @ 60 gpd/bdr and 2 bdrs
/unit=120 d/unit
120 gal/unit
97
11640 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
GPD
gal/
Total
11640 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 properly 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: 11640 GPD (per 15A NCAC 02T .01 14)
➢ 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-I6 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 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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T ,0305 & MDC (Pumo Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Jensens LS
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.373068° Longitude:-77.698627'
3. Design flow of the pump station:.024 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 125 gallons per minute at 99.2 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Ploweerreliability inaccordance with 15ANCAC 021'.0305(h)(1):
Lid' Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(l)(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
6 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 thmefiames, 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)):
1. Does the project comply with all separations found in 15A NCAC 02"r 0305(f) & (e)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provider) fur sewer syste.ins-
❑ 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 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 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 swiniming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(t) cannot be achieved.
)> **Stearn classifications can be identified using the Division's NC Surface Water Classifications weboage
➢ If noncompliance with 02T.0305(t) or (a) see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ 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 all setbacks found in the river basin rules per _I5A NCACO2B .02009 ® Yes ❑ No
➢ This would include Trout Buffered Streams per I SA NCAC 2B.0202
4. Does the project comply with an individual404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0 1 05(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)L6J, directly related environmental pennits 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, stonuwater 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, siplion, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ®No
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location)
High priority lines shall he inspected by the purmiftee 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 Punm Stations
and For cc 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:
Ac& t'Ct=� �`� 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.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0106(b):
(Signature Authority's name &title from i
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 143-215.613, 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
Signature: i i — Date:
FORM: FTA 04-16 Page 5 of 5

010'.1nn of Wate, Re"oune•z
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Pluris Hampstead LLC
Project Name for which flow is being requested: Jensens Coastal Plantation
More Ilion one FTSE nury be required for a single projeet If the owner of the WWTP is not responsible for all punnp
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 0.015
e. WWTP facility's actual avg. flow 0.123
f. Total flow for this specific request 0.011640
g. Total actual and obligated flows to the facility 0.149640
h. Percent of permitted flow used 59%
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 Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / po, Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Regional Station 1.700 0.680 0.100 0.020 0.120 0.560
* 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
(po 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 Hoffcr, 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 tinder 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 Offteial Signature G Qv v
Page 2 of 6
PTSE 10-18

JENSENS LIFT STATION
WET WELL AND PUMP CALCULATIONS
FLOW
24000
gpd
PEAKFACTOR
3.0
PEAK FLOW
50.00
9prn
CYCLE TIME
15
minutes
Qdf
16.67
gpm
DIP
125.00
gpm
ACTIVE STORAGE VOLUME
216.67
gallons
MANHOLE ID
8
ft
MIN STORAGE DEPTH
1.58
ft
EXISTING GROUND ELE
33.60
ft
LOWEST INVERT IN
28.68
ft
MIN WET WELL DEPTH
13
it
LIFT STATION RIM INV
35.10
ft
LIFT STATION BOTTOM INV
22.10
ft
PUMPS OFF FLOAT ELE
26.10
ft
3/30/21 revision for new pumps
14.73333
PUMP RUN TIME
1.73 limmutes
CYCLES PER HOUR
4.00
ACTUAL STORAGE DEPTH
1.58 Ift
TDH CALCULATIONS
ANTI -FLOTATION CALCULATIONS
AREA OF WW STORAGE
50.24
sf
INSIDE DEPTH OF WW
13
ft
VOLUME OF WW WATER
653.12
cu ft
WALLTHICKNESS
0.75
ft
LID THICKNESS
0.75
ft
BASE THICKNESS
1
ft
BASE FLANGE EXTENSION
1.5
ft
LID VOLUME
53.13
cu ft
CYLINDER VOLUME
252.43
cu ft
CYLINDER VOL ABOVE GRADE
14.56
cu ft
BASE VOLUME
122.66
cu ft
VOLUME OF CONCRETE
428.22
cu ft
TOTAL WW DISPLACEMENT VOL
1013.64
cu ft
WEIGHT OF WATER
64.4
Ibs/cf
BOUYANCY FORCE
65278
Ibs
REQRD. RESIST.
97918
Ibs
WEIGHT OF SOIL
60
Ibs/cf
WEIGHT OF CONCRETE
150
Ibs/cf
WEIGHT OF WET WELL
64232.6
Ibs
VOLUME OF SOIL ON WW FLANGE1
595.8
cu ft
WEIGHT OF SOIL ON WW FLANGE1
35748.9
Ilbs
TOTAL RESISTANCE PROVIDED1
99981.5
Ibs
RESIST. PROV. > RESIST. REQU.1
YES