WQ0043164_Application (FTSE)_20220222

Permit Number WQ0043164
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
2/4/2022
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
220 Ocean Vista Drive Private Residential Pump Station Minor Wilmington
Location Address County
Onslow
Facility Contact Affiliation
Owner
Owner Name Owner Type
Individual
Keith J Steinhoff Owner Affiliation
Keith J. Steinhoff
DateslEvents
107 Glen Alpine Cir
Cary NC 27513
Scheduled
Orig Issue App Received Draft Initiated
Issuance
Public Notice Issue Effective Expiration
2/1/2022
Regulated Activities
Requested /Received Events
Additional information requested
Additional information received
Outfall
--
------------------------------
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STROUD ENGINEERING, P.p.. , — ImTr iC 3 W 4MG]MOUVEL
102-D Cinema Drive
Wilmington, NC 28403 FEB 01 M0
(910) $15.0775 ATTENTION
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THESE ARE TRANSMITTED as checked below:
El For approval
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1-1Forreview and comment
[IFORBIDS DUE
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
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❑ Submit copies for distribution
1-1Returncorrected prints
El PRINTS RETURNED AFTER LOAN TO US
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If enclosures are not as noted, kindly notify us at once.

STROUD ENGINEERING, R A.
CONSULTING ENGINEERS
102D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
WW W,STROUDENGINEER.COM
LICENSE NO. C-0647
January 28, 2022
NCDEQ
Division of Water Resources
102 Cardinal Drive
Wilmington, NC 28403
attn. Mr. Dean Hunkele
Re: 220 Ocean Vista Drive
Narrative Cover Letter
Pluris North Topsail Pressure Sewer Collection System
Mr. Hunkele:
Please find the attached Fast Track Application, ETA 06-21, FTSE 10-18 and supplemental
documents for the state permitting of a duplex pump station on behalf of the residence owner and
applicant, Keith J Steinhoff to pump discharge wastewater into the Pluris North Topsail Pressure
Sewer System. What follows is intended to serve as a brief narrative in support of this proposal as
required by the Fast Track Application, FTA process. The proposed residence on Ocean Vista
Drive in North Topsail Beach, Onslow County is a single family beach house reported to have six
habitable rooms. Pluris counts all rooms other than the kitchen, bathrooms or utility to be habitable
because of the nature of seasonal beach tenancy. I have completed the application with the owner
to be the applicant and Pluris only to accept the flow. Onslow Water and Sewer Authority,
ONWASA will serve the residence water. The plan is to provide pumps and duplex controls in
accordance with the state standards to force the daily flow from the residence into the existing
Pluris twelve -inch force main on Island Drive adjacent to the northwest. The twelve -inch force
main on Island Drive proceeds north easterly to the large main pump station at the southern foot
of the NC Hwy 210 bridge which pumps directly to the Pluris North Topsail Wastewater treatment
plant on NC Highway 210 about three and a half miles away.
1 hope what follows will suffice to permit this residence for sewer. Please feel free to call
or email if you have any questions or concerns pertaining to this project.
Attachments
Respectfully,
Cc Randy Hoffer
Ja� Fe❑t e5s J.7/
JHFiie
Stroud Engineering, PA
File WAMaster1PW 1586\Sew er\220 occan
vista state Permit App Cover doc
107E COMMERCE STREET
102D CINEMA DRIVE
3302C BRIDGES STREET
GREENVILLE, NORTH CAROLINA 27858
WILMINGTON, NORTH CAROLINA 28403
MOREHEAD CITY, NORTH CAROLINA 28557
252,756.9352
910.815.0775
252.247.7479

State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources // u FTA 06-21 & SUPPORTING DOCUMENTATION
Application Ntuuber:�646g3I6 \ (to becompietedbyDWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: KEITH J STEINHOFF (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: KEITH J STEEVHOFF per 15A NCAC 02T .0106(b)
Title: OWNER
4. Applicant's mailing address: 107 GLEN ALPINE CIR
City: CARY State: NC Zip: 27513
5. Applicant's contact information:
Phone number: 979 319-0663 Enmail Address: KJ.STEINHOFF OWNER
H. PROJECT INFORMATION:
. Project name: 220 OCEAN VISTA DRIVE
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Penn it/Project
If a modification, provide the existing permit munber: W000_ and issued date: _,
For modifications, also attach a detailed narrative desciiption as described in Item G of the checklist.
If new consti action, but part of a master plan, provide the existing permit umnber: WQ00_
3. County where project is located: ONSLOW
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.45991. Longitude:-77.48662°
5. Parcel ID (if applicable): 4287 0649 7300 (or Parcel ID to closest downstream sewer)
DI. CONSULTANT INTORMATION:
1. Professional Engineer: JAMES H FENTRESS JR License Number: 20643
Film: STROUD ENGINEERING, PA
Mailing address: 102 D CINEMA DRIVE
City: WILMINGTON State: NC Zip: 28403-_
Phone number: 910 815-0775 Email Address: JFENTRESSC&&STROUDENGINEER.0
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: NORTH TOPSAIL WWTP Permit Number: W00005849
Owner Name: PLURIS, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
Permit Nunber(s): W OQ 034483
2. Downstream (Receiving) Sewer Information: 12 inch ❑ Gravity ® Force Main
3. System Wide Collection System Permit Nunmber(s) (if applicable): WQCS_
OwnerName(s): PLURIS, LLC
FORM: FTA 06-21 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 ® N/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 ®N/A
3. If the Applicant is a Home/Piopeity Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation /setvice ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swumiting Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swinmting Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attacluuent)
5. Nature of wastewater: 100 % Domestic % Conunercial _ % hndttstrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Progiaru in effect? ❑ Yes❑ No
6. Hasa flow reduction been approved raider 15A NCAC 02T .0114(fl? [—]Yes ❑ No
If ves, provride a coov of flow reduction approval letter with this application
7. Smmnarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow',
No. of Units
Flow
BEACH HOUSE
120 gal/BEDROOM
6
720 GPD
gall
GPD
gall
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
720 GPD
a See 15A NCAC 02T .0114(b).(d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., mininnu i 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 Int acoastal 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 establislnnents 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: 720 GPD (per 15A NCAC 02T .0114)
i Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Ptmip Station/Force Mann or Gravity Sewer where flow will be permitted in subsequent penntits that connect to this line.
Please provide supplementary hnfornation indicating the approxnnate thmefranie for permitting upstream sewers with flow.
❑ Flow has already been allocated in Peniut Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

VII. GRAVITY SENVER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Stmmuarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section II & III of the IvfDC for Permitting of Gravity Sewers contains information related to design criteria
'r Section III contains information related to nninimum slopes for gravity sewer(s)
y Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VDL PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puna) Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.459910 Longitude:-77.496620
3. Total number of pumps at the puup station: 2
3. Design flow of the pump station: 0.00072 millions gallons per day (firm capacity)
Y This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per punnp(s): 32 gallons per minute (GPM) at 48 feet total dynastic head
(TDH)
5. Smmnarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
60
PVC
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C.l.b. ® Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify) _
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(13):
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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
® Pot -table power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable puntphng unit with plugged emergency pump commction and telemetry:
v hnchide documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
If the portable power source or pump is dedicated to multiple pinup stations, air evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or puttp, including travel tnneframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found it 15A NCAC 02T .0305(t) & (g)? ® Yes ❑ No
15A NCAC 02T.0305(f) contains nnininum separations that shall be urovided for sewer systeuu:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below- (vertical)
18 inches
Water mains (vertical - water over sewer preferred, including in benched tenches)
18 inches
2Water mains (horizontal)
10 feet
Reclaimed water ]hies (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Aitypnivate orpublic water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB fronn uor ial
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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 swinuriug pools
10 feet
Final eartli grade (vertical)
36nnches
y If noncompliance with 02T.0305(f) or W, see Section X.1 of this application
* 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) carrot be achieved. Please check "yes"
above if these alternatives are used andprovide narrative information to explain.
**Streann classifications can be identified rising the Division's NC Surface Water Classifications webpage
2. Does this project comply with the mitummn separation regriienients for water mains? ® Yes ❑ No ❑ N/A
i= If no, please refer to 15A NCAC 18C.0906(f) for docuunentation requirements annd submit a separate document,
signed/sealed by air NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
Please provide supplementary information identifyiug the areas of non-conformance.
'r See the Division's draft separation reouirentents for situations where separation cannot be met.
y No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river bashi subject to any State buffer rules? ❑ Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basil rules per 15A NCAC 0213.020(y) ❑ Yes ❑ No
t This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization raider a 404 Nationwide/individual pennits ❑ Yes ® No
or 401 Water Quality Certifications?
Please provide the permit ntunber/penmitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional pernnits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6). directly related enviommnental permits or certification applications must be being prepared.
have been applied for, or have been obtained. Issuance of this pemit is contingent on issuance of dependent permits (erosion
and sedimentation control plans. stomnvatei management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?' ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to steambanks that are subject to erosion that tuidernrunes or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
r If yes, include an attachment with details for each Tune, including type (aerial line, size, material, and location).
High priority, lines shall be inspected by the pernittee or its representative at least once every stx-months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the perrnittee's individual SystemWideCollection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with ISA NCAC 02'f, 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, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Amnroval of the renuest will he iss,u•d
2. Professional Engineer's Certification:
> c--7 �.
), ���s.�c.'� �' FcNC_
'r�P<5 5 � Q . ,attest that this application for .0 \J tSYy \�Z,Q :.
(Professional Engineer's name from Application Item 111.1.) (Project Name from Application Item 11.1)
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,
Minimum Design Criteria for Gravity Sewer- (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Punm 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56,979.1)
North Carolina Professional Engineer's seal, signature, and date:
OP ••ESSIO N
slap
/1.
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Keith .I Steinhoff , attest that this application for 220 Ocean Vista Drive
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item IT. 1)
attest that this application 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 143.215.68. 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: ` Date: 201-
Z2
FORM: FTA 06-21 Page 5 of 5

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: KEITH J STEINHOFF
Project Name for which flow is being requested: 220 OCEAN VISTA DRIVE
More than one FTSE may be required for a singte project if the owner of the WWTP is not responsible for all pnutp
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Pluris North Topsail WWTP
b. WWTP Facility Permit #: WQ0005849
A11 flows are in MGD
c. WWTP facility's permitted flow 1.542
d. Estimated obligated flow not yet tributary to the WWTP 0.125
e. WWTP facility's actual avg. flow 0.726
f. Total flow for this specific request 0.00072
g. Total actual and obligated flows to the facility 0.133560
h. Percent of permitted flow used 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:
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Pump
Pump
Daily
Current
Not Yet
Total Current
Station
Station
Finn
Flow**
Avg. Daily
Tributary
Flow Plus
(Name or
Permit
Capacity, *
(Finn / pf),
Flow,
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
MGD
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 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
(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): North Topsail Beach Consolidation
Downstream Permit Number: W00034483
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Randy Hoffer certify to the best ofmy 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 perfomled in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections 1 and 11 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 O Cial Signalw e Dale/
Title o 'Sigling O. icial
Page 2 ol'6
ETSE 10-18

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ATLANTIC OCEAN
15

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