WQ0040929_Application (FTSE)_20190606

Permit Number WQ0040929
Central Files: APS _ SWP
6/7/2019
Permit Tracking Slip
Program Category
Status
Project Type
Non -discharge
In review
New Project
Permit Type
Version
Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
A
Individual
Primary Reviewer
Permit Contact Affiliation
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
MajorlMinor Region
Island Storage Private Pump Station
Minor Wilmington
Location Address
County
6606 Ocean Hwy W
Brunswick
Facility Contact Affiliation
Owner
Owner Name Owner Type
1260 E Butler Road Self Storage LLC Non -Government
Owner Affiliation
Franklin F. Adams
PO Box 20580
Dates/Events Charleston SC 29403085
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
6/6/2019
Regulated Activities Requested /Received Events
Additional information requested
��------�-r••-=�---- ---. Additional information received

` LIMITED LIABILITY COMPANY ANNUAL REPORT
1012017
NAME OF LIMITED LIABILITY COMPANY: 1260 E Butler Road Self Storage, LLC
Filing Office Use Only
SECRETARY OF STATE ID NUMBER: 1679426 STATE OF FORMATION: SC E - Filed Annual Report
1679426
CA201910112047
REPORT FOR THE CALENDAR YEAR: 2019 4/11/2019 06:36
SECTION A: REGISTERED AGENT'S INFORMATION Changes
1. NAME OF REGISTERED AGENT: Paracorp Incorporated
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
176 Mine Lake Ct #100
176 Mine Lake Ct #100
Raleigh, NC 27615 Wake County Raleigh, NC 27615
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: SELF STORAGE
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS
2298 MT PLEASANT STREET
5. PRINCIPAL OFFICE MAILING ADDRESS
gel :W MIT.W1
CHARLESTON, SC 29403 CHARLESTON, SC 29403
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: E BUTLER ROAD - ADAMS, LLC NAME: CAROLINA SELF STORAGE CENTERS, INC. NAME: 2012 8LS FAMILY PARTNERSHIP, LLLP
TITLE: Member
ADDRESS:
TITLE: Member
ADDRESS:
2298 MT PLEASANT STREET 1476 N JEFFERIES BLVD
CHARLESTON, SC 29403 WALTERBORO, SC 29488
TITLE: Member
ADDRESS:
3638 WALTON WAY EXTENSION SUITE 201
AUGUSTA, GA 30909
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
E BUTLER ROAD - ADAMS, LLC, by FRANKLIN F ADAMS MANAGER
SIGNATURE
Form must be signed by a Company Official listed under Section C of This form.
4/11/2019
DATE
E BUTLER ROAD - ADAMS, LLC, by FRANKLIN F ADAMS MANAGER Member
Print or Type Name of Company Official Print or Type Title of Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200.00
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

East Coast Engineer & Surveying, P.C.
ENGINEERS -PLAN NERS•SURVEYORS
June 4, 2019
Mr. Dean Hunkele RECEIVED/NCDENR/M
Division of Water Quality
NC Department of Environment and Natural Resources JUN 0 6 2019
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Water Quality Regional
Operations Section
Subject: Island Storage Wilmington Regional Office
Brunswick County, North Carolina
Fast Track Sewer Modification
Dear Mr. Hunkele:
Please find enclosed the following items required for the Fast Track Wastewater Collection permit for the
subject project:
1. One (1) executed original and one (1) copy of the Fast -Track Sewer System Extension
Application (FTA 04-16);
2. One (1) executed copy of the Flow Tracking/Acceptance for Sewer Extension Application
(FTSE 08-13);
3. One (1) copy of the project narrative;
4. One (1) l 1x17 copy of the Sewer System Plans;
5. One (1) copy of the USGS Quad Map;
6. A check in the amount of $480 to cover the required application fee; and
7. A copy of the Variance Request Approval, dated August 9 2018 from Ms. Deborah Gore of the
PERCS Unit in Raleigh.
Should you have any questions or require additional information, please contact our office at your
convenience.
Sincerely,
J. Christian Russell, PE
Enclosures
pc: Mr. Michael Carn, via email
Mr. Bill Pinnix, Brunswick County Engineering, via email
Ms. Amy Aycock, Brunswick County Engineering, via email
File: 1818 (Island Storage)
4918 MAIN STREETS POST OFFICE BOX 2469 •SHALLOTTE, NORTH CAROLINA 28459 •TEL: [phone] •Fax: [phone]
FIRM LICENSE NUMBER: C-3014

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be comnieted or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Carolina SelfNStor�gt�Centers, Inc and 1260 E Butler Road Self Storage. LLC (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: Paul E. Walker, Jr.. President and Franklin F. Adams, Managing Member per 15A NCAC 02T
.0106(b)
Title: See Above
4. Applicant's mailing address: 1476 Jefferies Way and 2298 Mt Pleasant Street. respectivly
City: Waterboro, SC 29488 and Charleston. respectivly State: South Carolina Zip: 29403
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Island Storage
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.951°Longitude:-78.470°
5. Parcel ID (if applicable): 2110001305
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: J. Christian Russell, PE License Number: 035054
Firm: East Coast Engineering & Surveying. PC
Mailing address: Post Office Box 2469
City: Shallotte State: North Carolina Zip: 28459-2469
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: WRTF Permit Number: 0023693
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00023693
System Wide Collection System Permit Number(s) (if applicable): WQCS00284
Owner Name(s): Brunswick County
FORM: FTA 04-16 Pagel of 5

V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:]No MN/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 MN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No MN/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
M Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
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 .0l l4(fl? M Yes ❑ No
➢ If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow ',b
No. of Units
Flow
Self storage facility w/office
260 gaVper day
1
260 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
260 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(l) 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 ofthe 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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 260 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. 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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump 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: 33,951' Longitude:-78.470'
3. Design flow of the pump station: 0.00026 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 21 gallons per minute at 119 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
1.5
131
SDR9 Poly tubing
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ 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

AUG 2 1 2019
IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations found in I5.A NCAC 02T .0305(t) & (e)
> 15A NCAC 02T.0305(f) contains minimum se arations that shall be provided for sewers stems:
N Yes ❑ No
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
I00 feet
**Waters classified WS (except WS-1 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
➢ 15;\ NCAC 02T.0305hJ contains alternatives where separations in 02T.0305(fl cannot be achieved.
> **Stream classifications can be identified using the Division's NC Surface Water Classifications webpaee
> If noncompliance with 02T.0305(t) or (e), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [-]No
> 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 all setbacks found in the river basin rules per I SA NCAC 02B .0200? N Yes ❑ No
> This would include Trout Buffered Streams per 15.A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? N Yes [_]No
> Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
> 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(e)(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 I5.A 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
> 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 Desipn Criteria (latest version) as applicable?
❑ 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:
I J. Christian Russell, PE attest that this application for
(Professional Engineer's name fi'om 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 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 143-2I5.6A 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:
3. Applicant's Certification per 15A NCAC 02T .0I06(b):
\ 0-H CAI?
SEAL
= 35054 =
`. � 12-201# .' v
/STIANV0, `%
Ir
I, FnR N1GL_tQ !F A•� M nt 1(r OEM= attest that this application for
(Signature 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 pails 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. 1 understand that any discharge of wastewater fioin 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 143-215.613, 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: 6✓✓ Date: q
FORM: FTA 04-16 Page 5 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pomp Stations
and force Mains (latest version), and the Gravil Sewer Mininimil Design Criteriaslatesl version) as applicable?
❑ Yes ®No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporling documents for
review. Am woval of the request is required orior to submittal of the Fast Track Application and sumaorline documents
2. Professional Engineer's Certification:
J. Christian Russell, PE attest that this application for
(professional Engineer's name from Application Item I11,1 J
has been reviewed by me and is accurate, complete and consistent with the inforrmation 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 ny 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 Past -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 143-215.6f3, 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 tine 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
�HCq �.
SEAL -
35054 =
�•`., kl2-2at8
y��STIAN aJg \.
Paul E. Walker, Jr., President
_attest that this application for
(Signature Authority's name & title from Application Item 1.3J
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 subiect 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. 1 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 143-215.611, 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 it fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature, V
_�I __ Date: TaO020 � �
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Brunswick County Public Utilities
Project Name for which flow is being requested: Island Storage
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewaterflow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: WEST BRUNSWICK WRF
b. WWTP Facility Permit #: WQ 0023693
All flows are in MGD
c. WWTP facility's permitted flow 6.00
d. Estimated obligated flow not yet tributary to the WWTP 0.651
e. WWTP facility's actual avg. flow 2.998
f. Total flow for this specific request .00026
g. Total actual and obligated flows to the facility 3.649
h. Percent of permitted flow used 61 %
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 Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / p0, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity 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.
*** 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): West Brunswick Regional FM
Downstream Permit Number: WQ0023693
Page 1 of 6
I ISF04-1h

III. Certification Statement:
(�
Ar"-'T.
I 'SLe S ✓m ertify to the best of my knowledge that the addition of
the volume of wastewater to b pe miffed 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 indicates acceptance of this wastewater flow.
M
Signing Official Signature
Date
Approved as to Form.
jountyA orney
Page 2 of 6
F SF 04-I6

,t
East Coast Engineering & Surveying, P.C.
ENGINEERS•PLAN NERS•SURVEYORS
PROJECT NARRATIVE
for
Island Storage
Ocean Isle Beach, North Carolina
June 2018
Island Storage is located at 6606 Ocean Highway West, approximately 1.2 miles north of the
intersection of US 17 & NC 904 in Ocean Isle Beach. The Tax ID number for the property is
2110001305. The total project area is approximately 7 acres, and is currently home to the
existing Island Storage self -storage facility.
WASTEWATER COLLECTION (SEWER
The proposed development will consist of an additional storage building with 141 storage
units. There are two existing storage buildings and a small office. A 260 gallon per day flow
allocation has been assigned to this project (210 gpd for the building and 25 gpd/employee
with 2 employees).
It will consist of a simplex effluent pump station and forcemain. The existing system
previously pumped to a drain field and the drain field will be abandoned. The proposed system
will receive wastewater from the building via an existing 4" gravity service line. The
proposed forcemain will connect to an existing 24" Brunswick County forcemain. Upon
satisfactory completion of construction, all portions of the sewer system will be owned and
maintained by the developer.
The effluent pump station will pump wastewater via 131 LF of 1-1/2-inch forcemain to the
point of connection on US Highway 17 in Ocean Isle Beach, North Carolina. The point of
connection is a permitted 24-inch forcemain along US Highway 17 that is owned by
Brunswick County. A portable emergency generator will be utilized to supply power to the
lift station in the event of a power failure.
4918 MAIN STREET •POST OFFICE BOX 2469 •SHALLOTTE, NORTH CAROLINA 28459 •TEL: [phone] •Fax: [phone]
FIRM LICENSE NUMBER: C-3014

Water Resources
ENVIRONMENTAL OVALITY
August 9, 2018
Paul E. Walker, Jr., President
Carolina Self Storage Centers, Inc.
1476 Jefferies Way
Waterboro, SC 29488
Subject: Variance Request Approval
Island Storage —Simplex STEP Pump Station
Brunswick County
Dear Mr. Walker:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
The Division of Water Resources (Division) has reviewed the submitted variance request for the subject
project. Pursuant to the variance request received June 12, 2018 with additional information received
July 18, 2018, from East Coast Engineering & Surveying, P.C., on behalf of the applicant, the Division will
grant the variance request for the pump station to serve the subject facility with the following special
conditions incorporated into the permit:
1. In accordance with the provision for alternative design covered under 15A NCAC 02T.0105(n), the
usage of a simplex STEP pump station in lieu of a duplex pump station at the Island Storage
commercial facility is allowed per the submitted documentation, and is exempt from the following:
a. Requirement to install power reliability per 15A NCAC 02T.0305 (h)(1)(B&C).
b. Requirement to install/maintain a telemetry system per 15A NCAC 02T.0305(h)(1)(E).
Per the submitted documentation, the pump station shall:
a. Provide a minimum of 4-hours' worth of storage within the wet well above the "pump -
on" elevation, per 15A NCAC 02T.0305(h)(1)(D) and the provided historical power outage
documentation.
b. Install/Maintain audible and visual alarms in an area that is noticeable to the general
public and/or onsite staff, per 15A NCAC 02T.0305 (h)(1)(F).
C. Install/Maintain emergency contact signage, per 15A NCAC 02T.0305(h)(2).
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.
"`Nothing Compares' -
Slate of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, North Carolina 27699.1617
919-707-3601

Island Storage
August 9, 2018
All other elements of this project 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.
If you have any questions, please contact Christyn Fertenbaugh, P.E. at 919-707-3625 or via email at
christy n.fertenba ua h@ ncdenr.gov,
ISincerely,
„
for Linda Culpepper
Interim Director, Division of Water Resources
by Deborah Gore, PERCS Supervisor
Division of Water Resources, NCDEQ
cc: Franklin F. Adams, Managing Member, 1260 Butler Road Self Storage LLC
2298 Mt. Pleasant Street, Charleston, SC 29403
J. Christian Russell, P.E., East Coast Engineering & Surveying, PC (crussell(@eces.biz)
Wilmington Regional Office, Water Quality Section Regional Operations
Water Quality Central Files
PERCS Files (electronic copy)

From: Chris Russell [mailto:[e-mail]]
Sent: Tuesday, July 9, 2019 12:21 PM
To: Perez, Helen I <[e-mail]>
Cc: 'Alan Lewis' <[e-mail]>
Subject: [External] 19-0709-EML_SENT_FLOW_QUESTION
Helene,
There is an efficiency apartment above the office of the storage facility that is utilized on an as needed
basis. The 210 gpd was included for this purpose.
Please let me know if you need anything else.
Thank you and have a great day!
Chris Russell, PE
(o)910-754-8029
(1) 910-754-8049
(m)910-232-0692
From: Perez, Helen I [mailto:[e-mail])
Sent: Tuesday, July 09, 2019 10:14 AM
To: [e-mail]
Subject: WQ0040929 Application
Christian,
I'm reviewing the USE application for Island Storage. The daily design flow was for 260 GPD. I
understand the 25 GPD for each employee for the office, but could you explain the 210 GPD for the
building? Thanks.
Helen Perez
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910-796-7215 Reception Desk
910-796-7323 Direct
910-350-2004 Fax
helcn.perez a.ncdenr.aov
Wilmington Regional Office
127 Cardinal Drive Extension

Perez, Helen I
From: Chris Russell <[e-mail]>
Sent: Wednesday, August 21, 2019 10:07 AM
To: Perez, Helen I
Cc: Hunkele, Dean; 'Alan Lewis'; 'Sabrina Babson, ECES'; 'Annette Bennett'; 'Jackson Starling
(ECES)'; 'Glenn Bennett (ECES)'
Subject: [External] 19-0821-_EML_SENT_NARRATIVE_(Island Storage) -w-attch
Attachments: 19-0821 Narrative.doc, 19-0821_FTA 04-16-Page_4.pdf
Helen,
Thank you very much for the phone call this morning.
As requested, I have attached an updated narrative explaining what we propose on the site.
I also checked the application and it appears that the check box for "high priority' was incorrectly checked "yes". There
are no high priority lines associated with this project. I have included a revised page 4 for your records.
Thank you and again for the assistance you and Dean have provided in getting this project resolved.
Have a great dayH
Chris
I Christian (Chris) Russell, PE
Project Engineer
Post Office Box 2469
Shallotte, North Carolina 28459
(o)910-754-8029
(f) 910-754-8049
(m)910-232-0692

East Coast Engi
ENGINEER!
c Surveying,
URVEYORS
P.C.
PROJECT NARRATIVE AUG 2 1 2019
for
Island Storage
Ocean Isle Beach, North Carolina
August 2019
Island Storage is located at 6606 Ocean Highway West, approximately 1.2 miles north of the
intersection of US 17 & NC 904 in Ocean Isle Beach. The Tax ID number for the property is
2110001305. The total project area is approximately 7 acres, and is currently home to the
existing Island Storage self -storage facility.
WASTEWATER COLLECTION (SEWER)
The proposed development will consist of an additional storage building with 141 storage
units. There are two existing storage buildings and a small office. A 260 gallon per day flow
allocation has been assigned to this project (210 gpd for the building and 25 gpd/employee
with 2 employees).
It will consist of a duplex effluent pump station and forcemain. The existing system
previously pumped to a drain field. The drain field will be abandoned and the existing septic
tank and pump tank will be utilized in the current configuration. The existing pump tank will
be retrofitted with 2 HP effluent pumps.
Wastewater from the office building will flow to the existing septic tank via an existing 4"
gravity service line where the solids will settle and the gray water will flow to the pump tank.
The wastewater will then be pumped via a 1-1/2" forcemain to the existing 24" Brunswick
County forcemain. Upon satisfactory completion of construction, all portions of the sewer
system will be owned and maintained by the developer.
The duplex effluent pump station will pump wastewater via 131 LF of 1-1/2-inch forcemain to
the point of connection on US Highway 17 in Ocean Isle Beach, North Carolina. The point of
connection is a permitted 24-inch forcemain along US Highway 17 that is owned by
Brunswick County. A portable emergency generator will be utilized to supply power to the
lift station in the event of a power failure and storage will be used in lieu of telemetry.
4918 MAIN STREET • POST OFFICE BOX 2469 • SHALLOTTE, NORTH CAROLINA 28459 • TEL [phone] • Fax: [phone]
FIRM LICENSE NUMBER: C-3014