WQ0042671_Application (FTSE)_20210812

Permit Number WQ0042671
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
tyler.benson
Coastal SWRule
Permitted Flow
Facil
Facility Name
CAM at OIB Office Building Pump Station
Location Address
Owner
Owner Name
Brunswick County
Dates/Events
Central Files: APS — SWP _
7/14/2021
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 Type
Government - County
Owner Affiliation
John Nichols
PE
PO Box 249
Bolivia
NC 2842202
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue
Effective Expiration
7/14/2021
Regulated Activities Requested /Received Events
Additional information requested
Additional information received

II
mcgill• Shaping Communities Together
July 12, 2021
Mr. Dean Hunkele, Environmental Program Consultant qWa*UW-DEMX"
Water Quality Regional Operations Section, DWR, NCDEQ
Wilmington Regional Office JUL 1 4 2021
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
care :Sec+lo
RE: Fast Track Sewer System Extension Application Submittal womm
CAM at OIB, Inc Commercial Office Pump Station and Force Main
Ocean Isle Beach, Brunswick County, North Carolina
Dear Mr. Hunkele
On behalf of CAM at OIB, Inc., we respectfully request a review of the following items for the
project referenced above:
• 1 Original and 1 Copy of the Fast Track Sewer Extension System Application
• 1 $480.00 Application Fee Check
• 1 Original and 1 Copy of the Flow Tracking for Sewer Extension Applications Form
• 2 Copies Each of a Site USGS Topographic Map and Street Level Map
• 2 Copies of the Sewer Approval Letter from Brunswick County Engineering
• 2 Copies of the 2015 Variance Request Approval Letter
The purpose of the project is to construct a 7,000 square foot office building and associated site
improvements for the Community Associations Management (CAM) business. The proposed
office will provide a more functional space for the business to conduct their operations out of. It
is anticipated that the project would begin later this year/early next year.
Hopefully, the enclosed documents meet your requirements for approval. Should you have any
questions or require additional information, please contact me at [phone] or
zachary.roman(omcgillassociates.com.
Sincerely,
MCGILL ASSOCIATES, P.A.
ZACHARY P. ROMAN, P.E.
Project Engineer
Cc: None
MCG ILL ASSOCIATES 712 VILLAGE ROAD SW, SUITE 103, SHALLOTTE, NC 28470 /910.755.5872 / MCG I LLASSOCIATES.COM

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by owa>
All items must be completed or the application will be returned
1. 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 Pinnix, PE per ISA N'C'AC 02T.0106(b)
Title: Director of Engineering
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.pinnixabrunswickeountyne. ov
IL PROJECT INFORMATION:
I. Project name: CAM at OIB, Inc. Commercial Office
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 pan of a master plan, provide the existing permit number: WQOO_
3. County where project is located: Brunswick County
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.899647° Longitude:-78.46280W
5. Parcel ID (if applicable): 243JF003
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Zachary Rontan License Number: 49509
Firm: McGill Associates, P.A.
Mailing address: 712 Village Road SW, Suite 103
City: Shallotte State: NC Zip: 28470-,
Phone number: [phone] Email Address: zachary.ioman4imc_illassociates.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name.:5eA Tr0.i ( WWT G Permit Number: MLQ00 I A7 4 R
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W'WTF)): (�
I. Permit Number(s): WQOD 058i Downstream (Receiving) Sewer Size: (O� inch
Ssstem 11'ideCollection Ssstem PermitAumberlsllifapplicablel: WQCS00284
Owner Name(s): Brunswick C011nty
FORM: FTA 04-16 Page I of 5

%IL 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
2. If the Applicant is a Developer of lots to be sold, has a Dcs cloper's Operational Asrcemcnt FORVI: DItA'I been attached?
❑ Yes ❑No ❑V4A
3. If the Applicant is a I Ionic Propcm 0oners' Association. has an Opecuional .A necmcnt I I ORM: I IO A11 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 ofcvastewater: 100%Domestic/Commercial %Commercial
Industrial (See I s \ V A(01-1 .01 RsL2f01)
�Is there a Pretreatment Program in effect'? ❑ Yes ❑ No
6. Has a flow reduction been approved under 1 SSA V V 021 .01 14(f)? ❑ Yes ® No
If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.01 h1(r))
Daily Design Flow "t'
No, of Units
Flow
General buisness and office facilities
25 gal/employee/shift
12
employees, 1
shift
300 GPD
gal/
GPD
gal/
GPD
gal/
GPD
,at/
GPD
ga],
GPD
Total
300 GPD
a See IS:AAC.-AC 0'1 .0114(6). (d). (ell I ) and tel('_) 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. 42.-A-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table I s V V CAC 011-.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 300 GPD (per I sA VC V(' 0_' I .01 14)
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- I6 Page 2 of 5

FORM: FTA 04-16 PaP 3 of 5

VlL GRAVITISENVER DESIGN CRITERIA (If Applicable) - 02T .0305 & NIDC (Gravity Sewersl:
I. SUnlmal'IZe gravity sewer to be permitted:
Size (inches) Length (feet) Material
i Section II & III orthe MDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to mininuun slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the NIDC
VI11. 111 NIP STATION DESIGN CRITERIA (If Applicable) —021 .0305 & ,NIDC (Pump StatioiWl-orce Nlainsl:
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . Pump station number or name: CAM at OIB. Inc. Commerical Office Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 33.89938 ` Longitude:-78.46290'
3. Design Flow of the pump station: 0.00075 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 29.5 gallons per minute at 110 feet total dynamic head (TDII)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
180
SDR 9 [IF
6. Power reliability in accordance with l5_A NCAC 021 .0105011( 1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)( I )(B)_
Required forall pump stations with an average daily now 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 an try - 15A NCAC 021-
.0305(h)(I )(C)
SEE ATTACHED
or VARIANCE LETTER
❑ Portable pumping unit with plugged emergency pump connection and telemetry - I5A NCAC 02T .0305(h)(I )(C):
> It shall be demonstrated to the Division that the parable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
i If the parable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' stora,e
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: F'FA 04-16 Page 4 of 5

IX. SETBACKS & SEPARATIONS —(02B.0200& 15A NCAC 02T.0305(t)):
I. Does the project comply with all separations found in I SA NCAC 01 1 .0305(f) & (e) El Yes ❑ No
i 15A NCAC 02T.0305(t) contains minimum separations that shall be provided for sewer systems:
Setback Parameter"
Separation Required
Storm sep%eis and other utilities not listed below (vertical)
24 inches
Water stains vertical -water over sewer including in benched trenches)
18 inches
Water stains 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 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, HQ%V, or SB from normal
high water (or tide elevation) and wetlands see item IX.2
50 feet
*"Any other stream, lake, impoundment, of 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
Drainages stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth made (vertical)
36 inches
v I.SA NCAC0'1 .0305(a) contains alternatives where separations in O_T.03030 (I) cannot be achieved.
i "Stream classifications can be identified using the Division's NCSrl;icc V1'a)cr Ctawiication, ��ebpaee
If noncompliance with 021 .0305(f) of (a). see Section N of this 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 basin rules per I i.-A NCAC 0'13 .0'00 ❑ Yes ❑ No ❑ N/A
I This would include Trout Buffered Streams per 15_A NC.A(_'B.0203
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 & Buffer Penuittin- Brench
5. Does project comply with 15 A NCAC 021 .015.){6) (additional permits/certifications)? ❑ Yes ❑ No
Per I SA NCAC 0_ 1 .01 OSicI 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 plaits, etc.).
6. Does this project include any sewer collection lines that me deeimed "high -priority?"
Per I5.-A NC. -AC 02 1.040_1. "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streannbanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ❑ 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.
FORA: FTA 04-16 Page 5 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with I>,A AC.W 0_' I; the AI aiIII unn Detail Criteria for tln PcIll ittine of pump Sl;tuons
andoceAluin; (I:ncst ccrs ioa). and the(i I I I%SetterAl in i noon Design( t itei m(I atest s ersion) as applicable?
❑ 1'es H No
If No. complete and submitthe VarianceWternative Design Request application (VADC 10-14) and supporting documents for
review. Anw'oval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
Roman attest that this application for
(Professional Engineer's name from Application Item 111.1.)
CAM at OIB, Inc. Commercial Office
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 tine best
of any 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 Puntp Stations and Force Nlains (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 $10.000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
C ARC
p� 'QFESSIpN °/2%
Digitally signed by
Zachary Roman
SEAL —
049509 =
Date: 2021.05.27
09:32:25-04'00'
qRY P .
3. Applicant's Certification per 15A NCAC 02T.0106(b):
WNI. L. Pinnix, PE - Director of Engineering attest that this application for
(Signanre Authority's name & title from Application Item 1.3.)
CAM at 0113, Inc. Commercial Office
has been reviewed by tine and is accurate and complete to the best of illy 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 front 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. 1 also understand that if all required parts of this application package are not completed and that if
all required supposing information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE - In accordance with General Statutes 14,-'15.0A and 143-115.613, 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 $10.000 as well as civil penalties up to $25,000 per violation.
Signature: ,(A _ _ Date: Jl,vnQ Z9,7-0
FORM: FTA 04-16 Page 6 or

RECEIVER,
By lVi ff3n7 L. Pinnix, P.E. a, 9:56 am, Oct 0.3, 201 y
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 wlth 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 O2T.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 15ANCAC 02T.0305(h)(2)
3) In accordance with the provision for alternative design covered under 15A NCCA 02T.0105(n), facilities meeting the
above conditions are exempt from:
a) Requirement to install a standby power source or pump per 15A NCAC 02T.03O5 (h)(1)(B)
b) Requirement to Install/maintain a telemetry system per i5A 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 fall 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, 20O0 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]Internet: vrmw irodenr.gov
An Equal 0pporlun1ly IAKrmalire Action Employer- Alade in part by recycled paper

State of North Carolina
Department of Environmental Quality
Entity Requesting Allocation: Brunswick
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Public Utilities
Project Name for which flow is being requested: CAM @ OIB
More titan one FTSE nray be required for a single project if the owner of the WWTP is not responsible for ali 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. WWTP Facility Name: SEA TRAIL WWTF
b. WWTP Facility Permit #: WQ 0012748
c. WWTP facility's permitted flow
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
All flows are in MGD
0.300
0.83167
0.201
0.0003
1.033
344.33%
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 Finn Daily Flow**
Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf),
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): Sea Mist Force Main (12
Downstream Permit Number: WQ0030581
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I William L. Pinnix, PE 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.
Official Signature
Title ofSigning
Date
Page 2 of 6
FTSE 10-18

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