WQ0037824_Application (FTSE)_20210503

Permit Number WQ0037824
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean. hunkele
Coastal SINRule
Permitted Flow
46,800
Facility
Facility Name
Villages at Olde Point Sewer
Location Address
Owner
Owner Name
Pluns Hampstead LLC
Dates/Events
Central Files: APS _ SWP
4/14/2021
Permit Tracking Slip
Status Project Type
In review Major modification
Version Permit Classification
C Individual
Permit Contact Affiliation
MajorlMinor Region
Minor Wilmington
County
Fender
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Randy R. Hoffer
1095 NC Hwy 210
Sneads Ferry NC 28460
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
6/12/2015 4/9/2021 S / 3 �, La=

PARAMOUNTE
E N G 1 N E E F2 1 N G. 1 N C.
1 2 2 CINEMA DRIVE
W I L M I N G T O N, NC 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L F. T T F, R O F T R A N S M I T T A L
APR 0 9 2021
To:
NCDEQ
Date
I Aril 9, 2021
127 N. Cardinal Drive
Wilmington, NC 28405
Re:
Villages at Olde Point — W00037824
910 796-7215
1
Fast Track Sewer Permit Modification
Attn:
Dean Hunkele
Project No.
I 16302.PE
e are sendin
® Originals
® Prints
❑ Shop Drawings
❑ Calculations
❑ Correspondence
❑ Plans
❑ Specifications
❑ Other as listed below
he foRowin items:
Quantity
Date
Dwg. No.
. Description
2
Fast Track Sewer Permit FTA 04-16
(original and 1 co
2
Flow Tracking/Acceptance Sewer Extension Application FTSE 04-16
on final and 1 co revised
1
Sanitary Sewer Narrative
1
Vicinity Map
1
USGS Ma
1
$480 check No 13135
1
Existing Permit W00037824
1
Pluris Hampstead, LLC NC SOS Annual Report
Issue Statue: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ® For Review and Comment ❑ Approved as Noted ❑ See Remarks
ction Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
Cc:
I

State of North Carolina
DWR 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 Dwn)
All items must be cmnnleted or the aonlicaliun will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Pluris Hampstead, I.I.C. (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: Regional Manager
4. Applicant's mailing address: 1095 Hwy 210
City: Sncads Ferry State: NC Zip: 28460-
5. Applicant's contact information:
Phone number: [phone] Email Address: rhofferAplurisusa.coni
IL PROJECT INFORMATION:
I. Project name: Villages at Olde Point
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Pei mit/Project l If a modification, provide the existing permit number: W00037824 and issued date: 1/11/2016
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: 34.3889' Longitude:-77.6617'
5. Parcel ID (if applicable): 4293-96-8004-0000
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Robert P. Balland License Number. 031591
Firm: Paramounte Engineering, Inc
Mailing address: 122 Cinema Drive
City: Wilmington State: NC Zip: 28403
Phone number: [phone] Email Address: rballand arannounte-eng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Pluris Hampstead LLC Permit Number: W00037287
Owner Name: Pluris Hampstead, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Pluris Hampstead, 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 Deyeloper's Operational Agreement (FORM: DEVI 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):
N 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
G. Hasa flow reduction been approved under I SA NCAC 02T .0114(f)? ❑ Yes N No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see Q2T,0114(0)
Daily Design Flow"a
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPI)
gal/
GPD
gall
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 02T .0114(b), (d), (e)(U 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: 0 GPD (per I SA NCAC 02T ,0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
N 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
➢ 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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: Villages at Olde Point
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.38890 Longitude:-77.6617'
3. Design flow of the pump station: 0.21024 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 146 gallons per minute at 154 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)(I):
® Standby power source or pump with automatic activation and telemetry - I SA NCAC 02T .0305(h)(I)(R).*
➢ 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 potable 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 timefi'nmes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04.16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
➢ 15A NCAC 02T.0305(t) contains minimum separations that shall be provided for sewer svatenrs:
0 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
I8 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-1 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 feel
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 rade vertical
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboage
➢ If noncompliance with 02T.0305(flor (g), 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 I SA NCAC 02B .0200? ®Yes ❑ No
➢ This would include Trout Buffered Streams per ISA NCAC 2B.0202
4. Does the project comply with an individual 404 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.0105(c)(6) (additional permits/certifications)? ® Yes [:]No
Per 15A NCAC 02T.0105(e)(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, storntwater 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
➢ 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 at, its representative at least once every six -months and inspections
documented per I SA NCAC 021'.0403(a)(5) or the permilce's individual System -Wide Collection permit.
FORM: PTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with ISA NCAC 02T, the Mininuun Design Criteria for the Permitting of Punm 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 renuest is required prior to submittal of the Fast Track Auplication and supporting documents
2. Professional Engineer's Certification:
Engineer's name from Application Item 111.1.)
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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .01
T` attest that this application for
name &title fr m Aonlicmion Item 1.3.1
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: Date: 7- Z -7-/
FORM: PTA 04-16 Page 5 of 5

01%'I'm of Wales Re"ourrrs
Entity Requesting Allocation: Pluris
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
LLC
Project Name for which flow is being requested: Villages At Olde Point
More than one FTSE tray be required for a single project if the owner of the WWTP is not responsible for all prnwp
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 M WQ0037287
All flows are in MGD
c. WWTP facility's permitted flow 0.250
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
0.015
0.123
0.018360
0.156360
63%
I1. 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) (F)=(A-D)
Design
Average
Approx.
Obligated,
Pump Pump Daily
Current
Not Yet Total Current
Station Station Firm Flow**
Avg. Daily
Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf),
Flow,
Daily Flow, Obligated Available
Number) No. MOD MGD
MGD
MGD Flow Capacity***
Regional WQ0037863 1.70 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
(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): 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.
-. z
Signing Official
Title of Signing Official
Page 2 of 6
FTSE 10-18

VILLAGES AT OLDE POINT
PENDER COUNTY, NORTH CAROLINA
PUMP STATION UPGRADE
DESIGN NARRATIVE
Prepared for:
BILL CLARK HOMES OF WILMINGTON, LLC
127 RACINE DRIVE, #200
WILMINGTON, NC 28403
Prepared by:
T3ARAMOUNTE
122 Cinema Drive
Wilmington, NC 28403
Project #16302.PE
April 2021

PROTECT NARRATIVE
Pluris Hampstead, LLC currently operates a duplex pump station located on Collins Way in the
Villages at Olde Point subdivision in Hampstead, NC. More specifically, the pump station is
located at latitude 34.3889°, longitude-77.6617°. The pump station is governed by permit
WQ0037824 and provides service to the residential development in the Villages at Olde Point
and Carolina Creek Subdivisions. Under the current permit, as most recently modified on
January 11, 2016, the pump station is set to operate at 144-gallons per minute with on -site
audible and visual high water alarms, telemetry, and a permanent on -site back-up pump.
Based on recent observation and drawdown testing, the pump station is operating below the
required duty point of 144 gallons per minute as a result of increased pressure in the
downstream receiving force main. All other required components and operating conditions are
in conformance with the permit.
Under this proposed permit modification, Bill Clark Homes of Wilmington, LLC, on behalf of
Pluris Hampstead, LLC, proposes to install new pumps with higher pumping capacity.
Calculations based on the observed system pressure show that new duplex pumps will operate
at a duty point of 146-gallons per minute at 154 feet total dynamic head, which will provide
capacity for additional wastewater to be generated by additional phases of the Carolina Creek
subdivision (WQ0039568).
The Villages at Olde Point pump station discharges to the Pluris Hampstead WWTP (Permit
WQ0037824).

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