WQ0041830_Application (FTSE)_20200812

Permit Number WQ0041830
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
Southport Farm Bureau Pump Station
Location Address
Owner
Central Files: APS _ SWP
7/24/2020
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Brunswick
Facility Contact Affiliation
Owner Name
Owner Type
Brunswick County
Government- County
Owner Affiliation
John Nichols
PE
PO Box 249
Dates/Events
Bolivia NC 2842202-
Scheduled
Orig Issue App Received Draft Initiated Issuance
7/20/2020

TRIPP ENGINEERING, P.C. ; JUL 2 0 2020 ', I
419 Chestnut Street r_
Wilmington, North Carolina 28401
[phone] • [e-mail]
July 20, 2020
NCDEQ
Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn: Dean Hunkele
Re: Farm Bureau Southport
Brunswick County, NC
TE 20002
Dear Mr. Hunkele:
Enclosed please find one (1) original and one (1) copy of the fast -track
applications, flow tracking/acceptance form, calculations, topo map, street map, and a
check to cover the application fee for the above referenced project.
We are proposing 200 if of 2" SDR 9 HDPE public force main to tie into an
existing 12" force main and one pump station. We are requesting flow of 375 gpd to
provide sewer service to the proposed expansion of the Farm Bureau office building
located at 8108 River Road SE, Southport.
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Si rely,
T p En neering C.
Phillip G. T , P.E. U
PGT:dcb
Enc.

State of North Carolina
DNR 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:l& G6'4 W ,W 0 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Brunswick County (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: William L. Pinnix. PE per 15A NCAC 02T .0106(b)
Title: Director of Engineering
4. Applicant's mailing address: P.O. Box 249
City: Bolivia State: NC Zip: 28422
5. Applicant's contact information:
Phone number: 910 253-2408 Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Farm Bureau Southport
2. Application/Project status: ® 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: WQ00_
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.9633680 Longitude:-78.030263'
5. Parcel ID (if applicable): 2050000105
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Phillip G. Tripp, PE
Firm: Tripp Engineering
License Number: 17374
Mailing address: 419 Chestnut Street
City: Wilmington State: NC Zip: 28401
Phone number: (2U0 763-5100 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: West Brunswick WWTF Permit Number: NCO023693
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0035829 Downstream (Receiving) Sewer Size: 12 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00284
Owner Name(s): Brunswick County
FORM: FTA 04-16 Pagel 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 Ooerational Agreement (FORM: DEV) been attached?
❑ Yes []No ®N/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (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 100 % 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 .0114(fl? ❑ Yes ®No
➢ If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114ff))
Daily Design Flow °,"
No. of Units
Flow
Office
25 gal/Employee
15
375 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
375 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 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 flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 375 GPD (per 15A NCAC 02T .0114)
➢ 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 04-16 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 II & 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 (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 33.963308' Longitude:-78.029565'
3. Design flow of the pump station:.000375 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 10 gallons per minute at 22 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2"
200
SDR 9 HDPE
6. Power reliability in accordance with I SA NCAC 02T .0305(h)(I ):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(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
® 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 timeframes, 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) N Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer svctemc,
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 swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboaee
➢ 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 feet of separation) [:]Yes ❑ No N N/A
➢ 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 setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No N 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 N No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? N Yes ❑ No
Per 15A NCAC 02T.0105(c)(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, stormwater 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 N No ❑ 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 permittee 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 Pump Stations
and Force Mains (latest version) and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
N 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:
1 Phillip G. Tripp, RE.
attest that this application for
(Professional Engineer's name from Application Item III.1.)
Farm Bureau Southport
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 143-215.613, 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 S10,000, 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 .0106(b):
William L. Pinnix, P.E.
I I I fiIl'It
CAi?07,1OOi
`tee°=O,.OFESS%o %!S
• le 29 : Y
SEAL
17374 ► .
.11.Z�
that this application for
(Signature Authority's name & title from Application Item I.3.)
Farm Bureau Southport
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.
0-
NOTE — In accordance with General Statutes 143-215.6A and I43-215.6B 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: _ �iy� —�. A �. Date:
FORM: FTA 04-16 Page 5 of 5

1)1Vi:41Dt% Oi '>iiak�i i' ;..'bG(Ir£2r5
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Brunswick County
Project Name for which flow is being requested: Farm Bureau Southport
More than one FTSE nray be required for a single project if the owner of the WWTP is not responsible for aii pmnp
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: WEST BRUNSWICK WWRF
b. WWTP Facility Permit #: WQ 0023693
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the
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
All flows are in MGD
6.000
WWTP 0.139
3.507
0.000375
3.65
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***
* 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): Boiling Spring Lakes 12-inch FM
Downstream Permit Number: WQ0035829
Page 1 of 6
FTCF In_19

III. Certification Statement:
I `( , . l . + i n , �, ` 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 had adequate capacity to transport and treat the proposed new wastewater.
Official Signature WnN
Title of Signing Official
Approved es to Form.
t ountyAttorney
L
Date
Page 2 of 6

Brunswick County Engineering Services
P.O. Box 249
75 Courthouse Drive N.E., Bldg I
Bolivia NC 28422
[phone]
WILLIAM PINNIX, P.E.
Director
July 20, 2020
Mr. Phil Tripp, P.E.
Tripp Engineering, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Ref: Brunswick County Farm Bureau Southport
8108 River Road SE (PID #2050000105)
County Maintained Duplex Grinder Pump Station
Plan Approval
Phil,
BEVERLY ADAMS
Engineering Administrator
Our office has reviewed the proposed plans and specifications for the proposed county maintained duplex
grinder pump station and has determined that this project will meet Brunswick County's minimum
standards and specifications if the project is constructed as designed. Brunswick County has a sufficient
treatment capacity to provide sewer service for this project.
This letter hereby grants authorization for the plan submittal to the North Carolina Department of
Environmental Quality / Division of Water Quality for review and approval. Your signed permit application
is enclosed along with the signed FTSE — 10/18 for the flow allocation. Also included in our Brunswick
County Commercial Duplex Grinder Variance Letter from NCDEQ-DWQ. Please send a copy of this
letter to the state along with your plans, specifications and permit application.
Do not hesitate to contact our office if you have any questions.
Best regards,
01G nedb Wm. L. Nm ,Pe.
DR C.us:
�Sw&.ania,.n cka nwKG.-, nmmDe..
Wm. L. Pinnix, P.E.OU-Eng ,noDv.�o:.
ou-EiP,E,' D.Pwnea. uv.wm. L.
oae: zozD.m.zo oz:zzawa'aa'
William L. Pinnix, P.E.
Director of Engineering
Office Direct: 910.253.2408
Email: wLIliam.pinnix@brunswickcoun!ync.gov
TELEPHONE [phone] • FAX [phone]

North Carolina Department of Environmental Quality
Pat McCrory
Governor
October 7, 2015
William L. Pinnix, Director of Engineering
Brunswick County
PO Box 249
Bolivia, NC 28422
Subject: Variance Request Approval
Permit Number: WQCS00284
New/Existing Commercial & Multifamily Pump Stations with Limited Flow
Brunswick County
Dear Mr. Pinnix:
Donald R. van der Vaart
Secretary
The Division of Water Resources (Division) has reviewed the submitted variance request, as well as the additional
information submitted October 1, 2015. The request involved deviation from the requirements of 15A NCAC 02T.O305
for pump stations with low flows that serves multifamily and commercial facilities within the county's service area with
the following conditions:
1) This variance only applies to facilities meeting flow rates less than or equal to 1,680 gallons per day (gpd)
2) Pump Stations shall:
a) Meet the pump reliability requirement per 15A NCAC 02T.0305(h)(1), (meet peak flow with largest pump out
of service)
b) Provide 24-hours' worth of wastewater storage (installed or upgraded)
c) Install/maintain alarms per 15A NCAC 02T.0305(h)(1)(F) in an area that Is noticeable to the general public or
onsite staff
d) Install/maintain signage per 15ANCACO2T.0305(h)(2)
3) In accordance with the provision for alternative design covered under SSA NCCA02T.0305(n), facilities meetingthe
above conditions are exempt from:
a) Requirement to install a standby power source or pump per 25A NCAC 02T.0305 (h)(1)(B)
b) Requirement to install/maintain a telemetry system per 15A NCAC 02T.0305(h)(1)(E)
c) Requirement to Inspect these facilities every day per 15A NCAC 02T.0305(a)(4) and WQCS00284 (Condition
V.2), however still required to inspect the facility at least once per week
Regardless of the variance approval, in the event that the wastewater collection facilities fail to perform satisfactorily,
Including the creation of nuisance conditions, the Permittee shall take immediate corrective action, including those as
may be required by this Division, such as the construction of additional or replacement facilities.
All other facilities shall be constructed in accordance with all applicable rules and statues including, 15A NCAC 2T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,1996 as applicable;
and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted
June 1, 2000 as applicable. Approval of the variance request does not constitute approval of the permit. Submission
and approval of permit applications are still required in accordance with applicable rules and regulations.
1601 Mail Service Center, Raleigh, North Carolina 27699.1601
Phone: [phone]Intemel: www.nodenrgov
An Equal0ppaW04ylAffimw&e Acllon Employer— Made In parlby recycled paper

Variance Request Approval
October 7, 2015
If you have any questions, please contact Michael Leggett, P.E. at 919-807-6312 or via email at
michael.legaett(@ncdenr.gov.
Sincerely,
L- ,e
forJay Zimmerman, P.G.
Director, Division of Water Resources
by Deborah Gore, PERCS Supervisor
Division of Water Resources, NCDEQ
enclosures (all)
cc: William L. Pinnix, PE — Director of Engineering Services (William.oinnix@brunswickcountvncgov)
James Murray, Engineering Technician / Plan Reviewer (iames.murrav@brunswickcountvnc eov)
Wilmington Regional Office, Water Quality Section Regional Operations
Water Quality Central Files — WQCS00184
PERCS Files (electronic copy)

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