WQ0038581_Application (FTSE)_20210706

Permit Number WQ0038581
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRuIe
Permitted Flow
2,340
Facility
Central Files: APS _ SWP
6/8/2021
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
B
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Smithville Park Expansion Sewer Minor Wilmington
Location Address County
Brunswick
Facility Contact Affiliation
Owner
Owner Name
Owner Type
Brunswick County
Government - County
Owner Affiliation
John Nichols
PE
PO Box 249
Dates/Events
Bolivia INC 2842202,
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue �{ ptEffective Expiration
8/12/2016 6/2/2021 T4 6=2g?-"
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June 9, 2021 RECEIVED
Mr. Dean Hunkele, Environmental Program Consultant JUN 14 2021
Water Quality Regional Operations Section, DWR, NCDEQ
Wilmington Regional Office NCDEQ
127 Cardinal Drive Extension WILMINGTON RO
Wilmington, North Carolina 28405
RE: Fast Track Application Submittal
Modification to Permit Number WQ0038581
Proposed Smithville Park Concession Stand/Restroom Building Pump Station and Force Main
Brunswick County, North Carolina
Dear Mr. Hunkele:
Per your June 4, 2021 email, please find included with the cover letter the following documents
for your review of the modification request to permit number WQ0038581:
• 1 Original and 1 Copy of the Revised Fast Track Sewer Extension System Application
• 1 Original and 1 Copy of the Revised Flow Tracking for Sewer Extension Applications
Form
The forms mentioned in the list above have been revised to include the addition of information
about the quantity wastewater generated from the proposed project. Hopefully, the enclosed
documents meet your requirements for approval. Should you have any questions or require
additional information, please contact me at [phone] or
zacharv.roman(cDmcgillassociates.com.
Sincerely,
MCGILL ASSOCIATES, P.A.
ZACHARY P. ROMAN, P.E.
Project Engineer
Cc: None
MCGILL ASSOCIATES 712 VILLAGE ROAD SW, SUITE 103, SHALLOTTE, NC 28470 / 910J55.5872 / MCGILLASSOCIATES.COM

State of North Carolina
Department of Environmental Quality
Division of Water Resources
a
IiA NCAC 02T.0300 — FAST TRACK SEWER S1'STEVI EXTENSION APPLICATION
Division of Water Resources ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number no be completed by M%R)
All items must be completed m- the application will be returned
L APPLICANT INFORMATION:
L Applicant's name: Brunswick County (company, municipalit). HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ® State/County ❑ Municipal ❑ Other
3. Signature authority's name: William Pinnix per 15_A AC.AC 03 1 .0106(h)
Title: Director of Enaineerina
4. Applicant's mailing address: PO Box 249
City: Bolivia State: NC Zip: 28422-
5. Applicant's contact information:
Phone number: [phone] Email Address: william.pinnix.�(]i brunswickcountyne.gov
IL PROJECT INFORMATION:
I. Project name: Smithville Park Phase 2
2. Application/Project sums: ❑ Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing pennit number: W00038581 and issued date: 8/12/2016
If new conspaiction but pan of a master plan, provide the existing permit number: W000
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.95517 Longitude:-78.02745-
5. Parcel ID (if applicable): 20500013
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Zachary P. Roman License Number: 049509
Firm: McGill Associates, P.A.
Mailing address: 712 Village Road SW, Suite 103
City: Shallotte State: NC Zip: 28470-
Phone number: (99))> ) 755-5872 Email Address: zachary.roman rcmcgillassociates.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: West Brunswick Regional WRF Permit Number: W00023693
Owner Name: Brunswick County
V. RECEIVING DOR'NSTREAVI SEWER INFORMATION (if different than WIVTF):
1. Permit Number(s): W00038581 Downstream (Receiving) Sewer Size: 3 inch
Scstam A\ cle ('ollcetion Jsetcm Pcrmit Aundlcrl,) it applicable): WQCS00284
OwnerName(s): Brunswick County
FORA: FTA 04-16 Page I of 5

NIL 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
pl P L— I DIA'l been attaclied?
_. It the Applicant icanl is a Develo er of lots to be sold, has a Dc� cloo �r s O �crat�on tl _ A�recm� nt � 1012\,
❑ Yes ❑No ❑N/A
3. If the Applicant is a I lomo Propene O\v wi,' ciu[ion. has an Operationul ,Aurecmcnt I I'ORM: I IOA) 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 I Ionic ❑ Other (Explain in A(tachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
Industrial (Scc I5A NCAC 0?-I .0103L20?)
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under I1=A V AC 0'_ 1- .01 14(f)'? ❑ Yes ❑ No
If_yes, provide a conv of Dow reduction anproval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021 .0114(f))
Daily Design Floe °•b
No. of Units
Flow
Parks w/ restroont facilities
250 gal/fixture
10
2,500 GPD
gaU
GPD
gal/
GPD
gal/
GPD
gal,
GPD
gal
GPD
To(al
2 s00 GPD
a See I �_A V AC 0'1 .Ill 14(b). Idi_ le)( I i and ei(_' ) for caveats to wastewater design Flow rates (i.e.. minioumt 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. 4'_;A-4).
b Per 15A NCAC 02T .01 14(c), design Flow rates for establishments not identified [in table 15,A A('A(' 02.1-.01 14] shall be
determined using available Dow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 2,500 GPD (per I � A A(_ A( 02 T .01 14)
r Do not include future flows or previously permitted allocations
If permitted now 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 04-16 Page 2 of 5

VI GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 021 .0305 & MDC (Gnnvit% Sewersl:
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
Section If & 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 NIDC
VI11. PUNIP STATION DESIGN CRITERIA (If Applicable) —021.0305 & MDC (Pmnu Stations/Force Ylainsl:
COMPLETE FOR EACH PUNIP STATION INCLUDED IN THIS PROJECT
I. Puntp station number or name: 3
2. Approximate Coordinates (Decimal Degrees): Latitude: 33.95517 Longitude:-78.02745'
3. Design Flow, of the pump station: 0.000533 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 2330 gallons per minute at 150.92 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
415
SDR 9 PE
6. Power reliability in accordance with II �A At'.AC 00_1 .030� I( ill I I:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 021-.0305(h)(1)(13)_
Required for all pump stations with an average daily Flow greater than or equal to 15,000 gallons per day
Most be permanent to facility
Or if the pump station has an average daily flow less than I5,000 gallons per day:
Portable power source with manual activation, quick -connection receptacle and telemetry - 15A KCAC 02T
.0305 (h)(I )(C )
Onr
❑ Portable pumping Unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(I )(C):
It shall be demonstrated to the Division that the portable source is owned or conhacted by the applicant (di aft 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 timefiantes. shall be provided
in the case of a multiple station power outage.
FORibI: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B.0200 & 15A NCAC 02T.0305(I)):
1. Does the project comply with all separations found in 15 _A VA( O' I .01051 f1 K (to ® Yes ❑ No
15A NCAC 02T.0305(t) contains minimum separations that shall be Drovided For sewer systeins:
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 inn ounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQbV', 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 feel
"Fop slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
An • swimming pools
10 feet
Final earth grade (vertical)
36 inches
�:A NCAC 0�1;0305 e comains alternatives where separations in fi'T,03U511 1 cannot be achieved.
**Stream classifications can be identified using the Division's M Sm Il I C AAlaci Clas;i liauions %�choaec
If noncompliance with 021.0305( h of (el. see Section X ofthis application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ❑ N/A
I See the Division's draft separation requirements for situations where separation cannot be meet
i 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 hasin rules per I A AC.V 0_113 .0_00_.' ❑ Yes ❑ No ❑ N/A
This would include Trout Buffered Streams per I5.A V V( _1131P_0'
4. Does the project require coverage/authorization under a 404 Natiomvide or ❑ Yes ❑ No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 401 & Put lei Permiuinu, Branch
5, Does project comply with I5A NC. -AC 011.0105(c)(6) (additional permits/certifications)? El Yes ❑ No
Per 15.-A AC. -A( 0_' I_0105(cl 61, directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this pennit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stornnvater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per I s \ M V' 0' 1 .040', "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
r 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 HA NCAC 02T.0403(a)(5) or the permitee's individual System-N5'ide Collection permit.
FORM: FTr\ 04- I6 Pave 4 of 5

S. CERTIFICA'PIONS:
I. Does the submitted system comply with I � A SC AC o-' I, the Vinimuni Dc,ien ('lit ria_lur the I'errnittins of I'umo Stations
:und Force ,ADins datest ser;ion)_and the Cn.n its So ssC, Miuimuin Dcsien l ritcria (lmsi vvision) as applicable?
❑ Yes © No
If No, complete and submit line 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, Zachary Roman _ _ attest that this application for
(Professional Engineer's nanne fian Application Item 111.1.)
Smithville Park Phase 2
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
MininlU n Design Criteria for Gravity Sewers (latest version), and the Minimunn 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 ntsignature and seal signifies that I have reviewed this material and
havejudged it to be consistent with the proposed design.
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 guilt)' 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 Proressionnl Engineer's seal, signature, and slate:
sss001111
Digitally signed
S'p`��oFESS0O�/y%
by Zachary
SEAL
Roman
= 049509 =
Date: 2021.06.07
=9c ;hCINEE; °tSP'`
09:56:51-04'00'
tigRYP.
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, WM . L._Pinnix. PE, Director of Engineering attest that this application for
(Signattne Authorit)'s name & title from Application Itenn 1.3.)
Smithville Park Phase 2
has been reviewed by tine and is accurate and complete to the best of illy knowledge. 1 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 firm 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 suppotinng information and attachments are not included, this application package will be returned to tine as
incomplete.
NOTE — In accordance with General Statutes 143-_' I �.6-A and 14; --' 1 yb11, any person who knowingly makes any false
statenent, representation, or certification in any application package shall be guilt' of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to S25,000 per violation.
Signahue: Date: _ �VlSe S, 2�<
FORM: ETA 04-16 Page 5 of 5

SMITHVILLE PARK PHASE 1
ESTIMATED FLOWRATES FOR NCDEQ PERMITTING BASED ON WATER BILLING RECORDS
FOR THE EXISTING SMITHVILLE PARK
NOTE: The basis for this approach is 15A NCAC 02T.0114(f),
CALCULATION DATA/SEQUENCE:
1. Average day Flow for peak month (AFPM) from water billing records for Smithvllle Park for the time
period between 8/13/14 and 8/10/15 = 533 gallons. (See attached.)
2. Peak day Flow (PDF) estimated at 2 x AFPM = 1,066 gallons.
3. Number of parking spaces in existing park = 236.
4. Q per Parking space > > > > 1,066 gallons / 236 parking spaces = 4.52 gallons / parking space.
S. Number of parking spaces added in Phase 1 expansion = 282.
6. Estimated peak day Flow for Phase I park expansion = 282 parking spaces x 4.52 gallons / parking
space = 1,275.
FLOW TRIBUTARY TO PUMP STATION # 1 (NEW RESTROOMS) = 1,27S GPD.
FLOW TRIBUTARY TO PUMP STATION # 2 (EXISTING CONCESSION
STAND/RESTROOMS) = 1,066 GPD.
TOTAL FLOW = 2,341 GPD
*May 2021 Proposed Concession Stand/Restroom Building at Smithville Park Flow Rate
It is the opinion of the designer that the proposed project will not increase the daily flow rate
at the park (no parking spaces are being added as part of the proposed project, thus there
should be no increase in the park's utilization). 1,066 gallons per day will be used as the flow
tributary to existing pump station #2 in advance of proposed pump station #3 coming on-line.
Based on the proposed building's location within the park and the number of existing parking
spaces that can reasonably be assumed to associate with the new building, it is estimated
that the new concession stand/restroom building will take on 50% of existing pump station
#2's daily flow. The daily flow rate to the proposed pump station is therefore 633 gallons per
day. Revised 5/13/2021 by ZPR
Compass Pointe Engineering, PA DMC
Shallotte, NC 6/14/16