WQ0042555_Application (FTSE)_20210615

Permit Number WQ0042555
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Central Files: APS _ SWP _
5/27/2021
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
189 Topsail Road Private Residential Pump Station Minor Wilmington
Location Address County
Onslow
Owner
Owner Name
Decks to Sea LLC
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Jesse Zimmer
106 Charlotte Ave
Dates/Events Surf City NC 28445
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
5/19/2021

STROUD ENGINEERING, P.A.
102-D Cinema Drive
Wilmington, NC 28403
[phone]
TOy�C_ \ J<::�
dIEVETI L3 QF 4G3G^QOM u U&I
DATE
JOB NO_
ATTENTION y
RE:
ti
WE ARE SENDING YOU FAttached ❑ Under separate cover via `' the following items:
>
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES
DATE
NO.
DESCRIPTION
THESE ARE TRANSMITTED as checked below:
For approval
For your use
'b As requested
For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
n
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
1
t�"w nk_ CW O 43 S b7Z5
ems- t'� D =nA I S R�L,A2i�
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at once.

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
Application Number: i� Q �� '"t�-> 7J(m be =npleted by OwR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: DECKS TO SEA, LLC
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ ❑ Municipal
3. Signature authority's name: JESSE ZIMMER
Title: CEO
4. Applicant's mailing address; 106 CHARLOTTE AVE.
City: SURF CITY State:NC Zip 28445
5. Applicant's contact information:
Phone number: (919 ) 427-0817 Email Address: [e-mail]
❑ Privately -Owned Public Utility
❑ Other
II. PROJECT INFORMATION:
1. Project name: 189 TOPSAIL ROAD
2. Application/Project status: 0 Proposed (New Permit) ❑ Existing Permit/Project
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: W000
3. County where project is located: ONSLOW
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.4647 Longitude:-77.4777 °
5. Parcel ID (if applicable): 4256.1683-7793
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: James H. Fentress, Jr., PE License Number: 20643
Firm: STROUD ENGINEERING, PA
Mailing address: 102-D CINEMA DR.
City: WILMINGTON State: NC Zip: 28403
Phone number: (910) 815 0 775 Email Address: jfentressrestroudengineer.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: NORTH TOPSAIL WWTP Permit Number: W 0005849
Owner Name: PLURIS, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. PermitNumber(s): WQ17535 Downstream (Receiving) Sewer Size: 2 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): PLURIS, LLC
FORM: FTA 04-16 Pagel 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 a❑N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Aereement (FORM: DEV) been attached?
❑ Ycs []No ❑X N/A
3. If the Applicant is a Home/Properly Owner; Association, has an Onerational Agreement (FORM: HOA) been attached?
❑ Ycs [--]No ©N/A
4. Origin of wastewater: (check all that apply):
0 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/Filler Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Atlachment)
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. Hasa flow reduction been approved under 15A NCAC 02T .01 I4(t)? ❑ Yes ❑ No
➢ If ves, provide a copy of Row reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(p)
Daily Design Flow
No. of Units
flow
8 BEDROOM BEACH HOUSE
120 gal/ DAY
8
960 GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
9('o GPD
a See 15A NCAC 02T .0114(b). (c 1. (e)(1) and (e)(2) for caveats to wastewater design Row rates (i.e., minimum Row 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.0114) shall be
determined using available Row data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 960 GPD (per 15A NCAC 02T .01 14)
Do not include future Rows or previously permitted allocations
If permitted Row is zero, indicate why:
❑ Pump Station or Gravity Sewer where Row will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Penuit Number:
❑ Rehabilitation or replacement of existing sewer with no new now expected
❑ Other (Explain):
FORM: FTA 04-16 Pagc 2 of 5

VII. GRAVITY SEVER DESIGN CRITERIA (li'Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
NA
Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
7 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)—OTr.0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pomp station number or name: l'UMP STATION
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.4647 ' Longitude:-77.4777
3. Design flow of the pomp station:0.00424 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 16 gallons per minute at 115 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
2 60 PVC
6. Power reliability in accordance with ISA NCAC 021' .0305(h)(I):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13):
Y Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be pemnanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑X Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(I)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - ISA NCAC 02T .0305(h)(I)(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 stalions'storagc
capacities and the rotation schedule of the portable power source or pump, including travel timefrrames, shall be provided
in the case of a multiple station power outage.
FORA: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(Q):
L Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) Q'Yes ❑ No
Y 15A NCAC 02T.0305(l) contains minimum separations that shall be nrovidcd fort sewer systcnms:
Setback Parameter*
Separation Rec aired
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
19 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 1 or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, IIQW, 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 cols of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feel
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
Y 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fi cannot be achieved.
9 **Stream classifications can be identified using the Division's NC Surface Water Classifications weboagc
Y 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 feel of separation) Nr Yes ❑ No ❑ N/A
Y 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
Y As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the fiver basin rules per 15A NCAC 02B .0200? EgYcs ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ❑ No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained fi•om the 401 &. Buffer Permitting Branch
5. Does project comply with ISA NCAC 02T.0105(c)(6) (additional permits/certifications)? ❑ Yes ❑ No
Per 15A NCAC 02T.0105(cV61, 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, stonnwater 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 gNo ❑ 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 permitlee or its representative at least once every six-nmonths and inspections
documented per 15A NCAC 02T.0403(a)(5) or the pernmftee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 or5

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?
gYes ❑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:
I, JAMES H FENTRESS JR. attest that this application for
(Professional Engineer's name from Application Item III. I.)
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 regulatigns, 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: i PV CARO��
ESS/p2;
i
i ¢ SEALL
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:3,•F szr,•'
�d+•'•tiGINEEP' 0.
3. Applicant's Certification per 15A NCAC 02T .0106(b):
GIMM-ems C-f-CU attest that this application for
Authority's name & title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. 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 th General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representatio , r certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not x d $10,000 as well as civil penalties up to $25,000 per violation.
SignatureZ 0 �- Date: / �—
FORM: FTA 04-16 Page 5 of 5

Divlslon of water Resources
Entity Requesting Allocation: Pluris LLC
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Project Name for which flow is being requested: 189 Topsail Road
More titan one FTSE maybe required for a single project if the owner of the WWTP is not responsible jar 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.
b.
C.
d.
e.
WWTP Facility Name: Pluris North Topsail WWTP
WWTP Facility Permit #: WQ0005849
All flows are in MGD
WWTP facility's permitted flow 1.542
Estimated obligated flow not yet tributary to the WWTP
WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
It. Percent of permitted flow used
0.12500
0.72600
0.00960
0.133560
55 %
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:
Pump
Pump
Station
Station
(Name or
Permit
Number)
No.
(A)
(B)
Design
Average
Approx.
Daily
Current
Firm Flow**
Avg. Daily
Capacity, * (Firm / pf),
Flow,
MGD MGD
MGD
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
MGD
Flow Capacity***
PS 49 W00034483 2.14 0.856 0.350 0.120 0.470 0.386
* 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): North Topsail Beach Consolidation
Downstream Permit Number: WQ000275
Page 1 of 6
FTSE 10-18

111. Certification Statement:
I Randy Hoffer certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or lrealment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official
Tide ofSigirfiag Official
Page 2 of 6
FTSG 10-18

2/512021
North Carolina Secretary of State Search Results
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Limited Liability Company
Legal Name
Decks to Sea, LLC
Information
Sosld:1905770 -
Status: Current -Active O
Date Formed: 10/16/2019
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Zimmer, Jesse
Addresses
Principal Office
106 Charlotte Ave
SURF CITY, NO 28445
Company Officials
Reg Office
106 Charlotte Ave
Surf City, NO 28445
Reg Mailing Mailing
106 Charlotte Ave PO Box 2305
Surf City, NO 28445 Surf City, NO 28445
All LLCs are managed by their managers pursuant to N.C.G.S. 570-3-20.
Treasurer Chief Executive Officer
Amanda Sue Zimmer
106 Charlotte Ave
Surf City NO 28445
Jesse Zimmer
106 Charlotte Ave
Surf City NO 28445
https:/Ai .sosnc.gov/onilne_services/search/Buslness_Regislretion Results 1/1

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