WQ0040051_Regional Office Historical File Pre 2018

ROY COOPER
Gf.p.erm,
MICHAEL S,.REGAN
Secretary
LINDA CULPEPPER
interan faretuar
'Water Resources
1AL G1)44.
June 6, 2018
Mr. John Anderson, Manager
Stor-All Acquisitions, LLC
1375 W. Hillboro BLVD
Deerfield Beach, FL 33.442
Subject: Permit No. WQ004005I
Stor-All Acquisitions, LLC
Stor-All Acquisition.s.
Wastewater Collection System Extension Permit
Cabarrus County
Dear Mr. Anderson:
In accordance with your application received May 25, 2018 and additional information received. June 6,
2018, we are forwarding herewith Permit No. WQ004005 I dated June 6, 20.18 to the Stor-All Acquisitions,
LLC (Permittee) for the construction and operation upon certification of the subject wastewater collection
system extension,. This permit shall be effective from the date of issuance until rescinded and shall be
subject to the conditions and limitations as specified therein. This cover letter shall be considered a part of
this perrnit and is therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained. within this permit:
Condition 11.1: This permit. shall not be automatically transferable; a request nust be made and a.pproved.
Condition 111.4, Requires that the wastewater collection facilities be properly operated and maintained in
accordance with I.5A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215,6A through §143-215.6C, construction ofadditional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. 'Fills
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and .filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
State ofNorth Carolina I EavIrolune.ntal. Quality . Water R esouroes 1 Water Quality Regional Operationa
Moorevolle R.eglOnal Office 610 East Center ,Avenue, Suite 301. Mooresville, North (...-trdina 22.t I 15
704 665 t699

fyou need additional info ati n cone ing this matter, please coottact lri Tuvia at 7 4) 235-2190 or
via e-mail at orhtta Fia(ipiedenr., o ,
Sincerely,
D u igned by:
AE27,425
ore)/ basmger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Steven Wilson(Pb)..(E-copy)
Mooresville Regional Office Files
Water Resources Central files
PERCS E-copy)
Page 2 of

Ent'ironmetiral
Qi.1(111.15,
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER coLLEcrioN SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21. of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Stor-All Acquisitions, LLC
Cabarrus County
for the construction and operation of an approximately 20 gallon per .rninute grinder pump with 50
feet total dynamic head pump station equipped with an on -site audible and visual high water
alarm, telemetry, and a stand by power source with automatic activation; as well as
approximately 430 linear feet of 2-inch force main to serve the Stor-All Acquisitions Project and
the discharge of 100 gallons per day of collected wastewater into the Water and Sewer Authority of
Cabarrus County's existing sewerage system, pursuant to the application received May 25, 2018 and
additional information received June 6, 2018, and in conformity with 15A NCAC 2T, the Division's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000, as applicable; and other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
DocuSigned by:
A14CC6SiAF7705
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0040051
Permit Issued: June 6, 2018
Page 3 of 8

SUPPLEMEN
T TO PERMIT COVER SHEET
Stor-All Acquisitions, LLC is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Water and Sewer Authority of
Cabarrus County's Rocky River Regional Wastewater Treatment Facility in accordance with Permit
Number NC0036269.
Permitting of this project does not constitute an acceptance ofany part of the project that does not meet
15A NCAC 2T; the Divisio-n's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Purnp Stations
and Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted h.erein, 100 GPD, shall be made tributary to the
subject sewer system until an application for pertnit modification for an increase in flow has
been submitted to and approved by the Division. [15A NCAC 02T.0304 (b)]
II. STANDARD CONDITIONS
I. This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentationfrom the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may ormay not be approved. [15A. NCAC 02T.01.04; G.S 143-21.5.103A
This permit shall become voidable unless the wastewater collection facilities are constructed in.
accordance with the conditions of this permit; 1.5.A NCAC 2.T; the Division's Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting materials unless specifically mentioned herein. [15.A .NCAC
021-.0]101
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .01101
4,. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 1.5A NCAC 2T .0403. If an individual
'permit is not required, the following performance criteria shall be men [15A NCAC 02T .0108(b)]:
Page 4 of 8

a, The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
'maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days, per year). Pump stations that are connected to a telemetry system shall be inspected at least
once per week.
e. High -priority sewer lines shall be inspected at e once per every six months and inspections
documented,
f A general observation of the entire sewer system shallbe conducted at least once per year.
g.
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 1,5A NCAC 2.13 .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.
h. A Grease Control Program is in place as follows:
1. For public owned collection. systems, the Grease Control Program shall. include at least
biannual distribution of educational. materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2 For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permi.ttee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (l) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and,
equipment accessibility,.
Documentation shall be kepi for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO andior spill over 1,000 gallons; or
c. Any •SSO and/or spill, regardless of volume, that reaches surface water
Page 5 of 8

Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone],,
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Forrn CS-SSO (or the most current Division approved fonn) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division
approved form) can also be completed 10 show that the SSO was beyond control. [G.S. 143-
215.1.C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to.
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A. NCAC 02T.0108(b)]
7, Upon completion of construction and prior to operation of these permittedfacilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form.. A complete certification is one where .the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater 'collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted
with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as .applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection .system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation .distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in.
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all. the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
tirnefrarnes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification.
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of l0% or greater, increased
.flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria, Requested modifications
Page 6 of 8

or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on
its own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction, After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification &. activation. [I5A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected., If there is an unforeseen obstacle in the field where, ail viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(0]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A. NCAC 02T .01.16]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000, as applicable; and other supporting materials may subject the Permittee to an
enforcement action bythe Division, in accordance with North Carolina General Statutes §143-21.5.6.A
through §I43-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referrat of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15.A. NCAC 021' .0108(b-c)]
11, in the event that the wastewater collection facilities fail to perfomi 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.
[15A, NCAC 02T .0110; 15A NCAC 02T .01.08(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G,S. 143-2 I 5,.1(b)[
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: STOR-ALL ACQUISITIONS, LLC
PERMIT #: WQ0040051
PROJECT: STOR-ALL ACQUISITIONS
ISSUE DATE: TUNE 6, 2018
This project shall not be considered complete nor allowed to operate in accordancewith standard
Condition 7 of this permit until the Division has received this Certification, and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
1, the undersigned agent for the Permittee,, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof,
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
as a duly registered Professional Eineer in the State of North Carolina,
having been authorized to observe (E periodically, E weekly, e) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance of this permit; 15A, NCAC 02T; the Division of
Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's 'Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal wisignature & date:
[I] Final Partial include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

Landworks esin Group, P.A.
7621 Little Avenue, Suite 111
Chartotte, NC 28226
e o1.
du
Date:
ay 2
20
To' NCDEQ
Mooresville Regional Office
610 . Center Ave.
Mooresville, NC 28115
From: Landwuorks Design Group, PA
Steven S. VVilson, P
Project Stor All Pump Station
Job#. 17051
Tel [phone]
Fax [phone]
On behalf of for -All Acquisitions, LLC, ire are submitting a Fast -Track Application (TA 4-16 for the
construction of "tor -All" private sanitary sewer pump station and related appurtenances;
Project Narrative
(2) Copies of completed application PTA 04-16 (with area and street level maps)
Corporation Documents for for -All Acquisitions„ LLC
Flow Acceptance letters from Concord and WACC with completed FTSE 01f14'
$480.00 fee
Appropriate forms have been signed by the proper representative
We look forward to your favorable review and approval of the proposed construction. Should you have
any questions or if we could aid in your review, please feel free to contact me at 704.841.1604,
Regards,
Landworks es n Group, A
Steven SWilson, PE

Landworks Design Group, PA
7621 Little Avenue, Suite 111
Charlotte, NC 28226
Project arrative
Date: May 23, 2018
To NCDEQ
From: Landworks Design Group, PA
Steven S. Wilson, PE
Project: Stor-All Pump Station
Job* 17051
Tet- 704-841-1604
Fax [phone]
Re: Stor-All Pump Station Sanitary Sewer Narrative
The proposed Stor-All Pump Station will serve an office of a mini storage facility.
This project will consist of a 100 gpd privately owned and maintained pump station and
approximately +/-430 LF-2" private sewer force main with related appurtenances, The force
main will connect to an existing 18" public gravity sanitary sewer that is owned by WSACC,
The estimated sewage flow from this project is 100 gpd based on the following calculations; 4
employees @ 25 gpdremployee.
Regards
Landworks Design Group, P.A.
Steven S. Wilson, PE

n 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
ETA 04-16 & SU'PPORTiNG DOCUMENTATION
Application Numl r. (41 OcI4-0 ✓ I V k be completed by DWR)
All items must be c°umpleted or the apdication will he returned
APPLICANT INFORMATION:
1.. Applicant's name: Star All Acquist
company, rnui e pality4 1IO. , utili
2. Applicant type: Individual Corporation neral Partners'hip
0 Federal 0 States`County 0 Municipal
Signature authority's name 1colui\nder on per I SA v
Title: P+rµlanager
4. Applicant's mailing address: f r Wt' f llbolt l3cl t1ev i
City: Deerfield E3eeaach
5. Applicant's contact inform do
Phone number: (954) 42I-1 1r96 Email Address: ,Mar,,k[3 for _A.11 t:c,tr
IL PROJECT INFORMATION:
1. Project name: Stor-All A .q isttc
2 Application./Project status:
State: f for d,a Zip: 442-
Proposed (New Permit)
El Privately -fawned Public
Other
❑ Existing Pe. ©ject.
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: WQOO__
3. County where project is located: Caharrus
4. Approximate Coordinates (Decimal Degrees): Latitude. +5 ,7°369' Lc n it
5. Parcel i[) (if applicable): 4589-56-1 7„i2
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
1, Professional Engineer S even S� W'alsap License Number: 15.497
Firm: landwurks Cl e i is Circrtp, P#::A.
Mailing address: " � I)..itti fvr.rrue 5t,ite,_I,_i
City: (.11 ,triode State: NC Zip: 282?6-®
Phone number [phone] Email Address s4sikon is tar
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: Rocky River Vb VV'f'I? Permit Number: NC0036269
Owner Name: WSACC
RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTE):
I: Permit Number(s): WQCO=3 '
Downstream (Receiving) Sewer Size: 18 inch
QCS
FORM: FTA 04-I6
Page 1 of 5

VI. GENERAL REQUIREMENTS
I. lithe Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[I] Yes ON° EINIA
if the Applicant is a Developer of lots to he sold, has a Developer's Operational Agreement tt'ORM, DIN) been attached?
fl Yes [IN° ZN/A
3. If the Applicant is a 1 line, Property Owners' Association, has an tIVerational Agreement (Il.ORWII( ) been attached?
El Yes ENO ZN/A
4. Origin of wastewater (check all that apply):
El Residential Owned El Retail (stores, centers, malls)
El Residential Leased El Retail with food preparation/service
El School / preschool I day care El Medical I dental / veterinary facilities
El Food and drink facilities []Church
Businesses/offices / factories El Nursing Home
Nature of wastewater Domestic/Commercial
(19% Commercial
% Industrial (See 1,5A NC AC 0,2-4 „0 10X20))
) Is there a Pretreatment Program in effect?
6., Has a flow reduction been approved under I 5A NCAC 02 1 01 140)? [11 Yes
If yes, provide a.copv of flow reduction approval letter
7. Sum.marize wastewater generated by project.
Establishment Type (see 02.T.0114(11)
..,,,,amwommzec,uatuvat.o.wroyeawremodramenstrms.,...wzmaamanwpat.mo.
Storage Units
Daily Design Flow ''D
'Flow
25 galfemployee 4 100 GPD
gal/ (3PD
gat/ GPD
gall (JPD
l
gall
! GPD
gall GPD
.... .
w , w
GPD
I] Car Wash
El Hotel andlor Motels
El Swimming Pool /Clubhouse
[l] Swimming PooLTilter Backwash
Ej Other (Explain in Attachment)
Yes El No
No
See 15A, ( 02'4 .01 lth) 1(0(1) and (0(2) for caveats to wastewater design flow rates (i.e., minimum now 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-,z1),
b Per 15A NC AC 02T .0114(c), design flow rates for establishments not identified In table 1 5 \ NI AC 021 01 1,11 shall he
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
8. Wastewater generated by project: 109, GPD (per 15A NCAC 02 1 01 14)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
El Pump Station or Gravity Sewer where tlow will he permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit Number
Ei Rehabilitation or replacement of existing sewer with no new flow expected
El Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If .Applicable) - 021 .0305 & .:140c1(,ravitv Sewer!):
1, Summarize gravity sewer to be permitted:
Size (inches) Length (feet)
Material
• Section II & 111 of the MDC for Permitting of Gravity Sewers contains information tetated to design criteria
• Section.111 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 cm - FERIA (If Applicable) -- .02T .11305 & (um p Siminns/Force
COMPLETE FOR EACH PUMP STATION INCLUDED IN. THIS PROJECT
I, Pump, station number or nam.e.:
2. Approximate Coordinates (Decimal Degrees): Latitude 35,378315' Longitude: -80728j87,'
3. Design flow of the pump station: (F0(101 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 20 gallons per minute at 50 feet total dynamic head (TDH)
5, Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet) Material
430
PVC
6, Power reliability in accordance with 15A NCAC 02T .0305(1-)0 ):
Standby power source or pump with automatic activation arid telemetry - I5A NCAC 0'2T .0305(h)(1,
• Required for all pump stations with an average daily flow greater than or equal to 15.0,00 gallons per day
• Must be permanent to facility,
Or if the pump station has an average daily flow less than 1,5,000 gallons per day:
LJ Portable power source with manual activation, quick -connection receptacle and telemetry - 1.5A NCAC 021'
.0305(h)(1)(C)
or
[1] Portable pumping unit with plugged emergency pump connection and telemetry, - 15A NCAC 02T .030.5(11)(1)(C):
• It shall he demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station,.
• Vale portable power source or pump is dedicated to multiple pump stations, an evaluation ofall the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel draefraines, shall be provided
in the case of a multiple station power outage,
FORM: FIA 04-16
Page 3 of 5

IX. SETBACKS & SEPARATIONS — (028 .0 00 & 15A NCAC 02T .0305(f)):
Does the project comply with all separations found in l.SA NCAC 02T ,0450)
15,A NCAC 021.0305(t) contains minimum separations that shall be provided for sewer,system.sn
Setback Parameter* Separation .Required
Storm sewers and other utes not listed below (vertical) 24 inches
Water mains (vertical -water over 'sewer including in benched trenches) 18 inches
Water mainslhorizontal) 10 feet
Reclaimed waterlines ertica claimed over sewer) 18 inches
RecLa!Ltcr 0nes (horizontal - reclaimed over sewer) 2 fect
**Any private or public water supply source, including any wells, WS-1 waters of Class 1 or
Class II impounded reservoirs used a.s a. source of drinkingwater 100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HOW, or SB from normal
high water kir tide elevation) and wetlands (see item IX.2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Anv basement
. —
Top sIpe of embankment or cuts of 2 feet or more erticaIheight
Drainage systems and interceptor drams
50 feet
10 feet
5 feet
10 feet
l0 feet
5 feet
, Any swtmmingsools 10 feet
Final earth grade (vertical) 36 inches
15A.NcAc 023 M 10(g) contains alternatives where separations in 02T.030„5(1) cannot be achieved,
• **Stream classifications can be .identified using the Division's NC Surface Water,Classifications webpagc
• If noncompliance with 02T.0305(f)sir (g), see Section X of this application
2. Does the project comply with separation requirements for 1,vetlands? (50 feet of separation) LI Yes
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
lap k. s A fen r,fii,)
c't .11, 3.t4,.A
3. Does the project comply with setbacks found in the river basin rules per 1.5.A NCA(...: 0211 .0200?
• "l'his would include 'I/ rout Buffered Streams per 5A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
Individualperinits or 401 Water Quality Certifications'?
311-
• Informatidn can be obtained from the 401 & ffer Pu nutt ng B
El Yes
No
Z Yes DNo
N/A
;)-OL.,I.
N/A
5. Does project comply with 151 NCAC 02 l'.0 I 05(c)(6) (additional permits/certifications)? Z Yes No
Per 15A, NC,.AC 02 1.0105(0(6), .directly related environmental permits or certification applications are being, prepared, have
been. 'applied thr, 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-priorit)?"
Per 1.5A NCAC 021/.0402, "high -priority sewer" means "any Jterial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer,
11 Yes No NIA
If yes, include an attachment with details for each Inc. including type (aerial Inc. size, material, and 1ocation)
High priority lines shall be inspected by the permittet or tts representative at least once every six -months and inspections
documented per 1.5A NCAC 02T,0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: ETA 04-16 Page 4 of

CERTIFICATIONS:
Does the submitted system comply with !fit NCAC 02T, the 'Minimum :Design Critetiti Ian the Permilintigjof Pump Statimys
and force todainlatest verson:, and the Gravity Sewet ildinirourn Design Cructin (latest version) as applicable?
Yes Ei No
If No, complete and submit the VariancetAlternative Design Request application Di/ADC 10-14) imd supporting documents
for refriew. Approval of the request is required prior to till bIll iti i Of the East Track Applicationtind supporting
document',
Professionat Engineer's Certificat
Zi- Vert S. okiiicoe‘
(Professional Engineer's name from Application Item 111,10
attest that thi, applicatit:
has been. reviewed by inc and is accurate, complete and consistent with the inforniation supplied in the plans, specifications,
engineering calciriations, and all other supporting documentation to the best of in) knovvledge, I further .attest that to the best
of my knowledge .the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minirnum Design Criteria for Gliavity 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 atlas subliiittar package., inclusion of these materials under lily signature itnd seal signifies that I have reviewed this
material and have judged it to be consinneint \vith the proposed desturi.
NU FE In accordance with Generai Statutes 143-215,6A and V43-215 6E-3 any person who knowingly make any raise
statement, representation, or certification in any application package shall he guilty of a Class 2 misdemeanor, which may
include a tire 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: CAR
3. Applicant's ertif. atom per 15A 'NCAC 02T ,0 06(b)
Ainkr,„4.Plits. la:4401
(Signature Authority's nine from Application Reran 1,3,)
Fil,rtyr11/11
attest that this ipkiatioi
nor
has been reviewed by me and ts 'accurate and complete to the best or riiv knowledge, [understand that drill required parts of
this apphc:,ttiOn are nOt completed atid that it al[ required supporting documernittion and atmeturtents arc not included, this
appliciation package is subject to being returned as. incomplete.. l understand that any discharge of wastewater !Mora this .non -
discharge .SySI:em o urfiace waters or the land )vill result in in) ardmediate enforcement action that may incjude civil penalties,
injunctive relief', andfor crinnual prosecution, t will make no claim itgainst the Division of Water Resources should
condition of this permit be vioate.C.1:, .:3LS) MIdeNtand tha1 0 required parts of this application pacinige are not completed
and that if till required 'supporting information and attachments are not included, this im.plication package will be returned to
Inc as incomplete,
NOTE - In iiccordance with General Statutes /4.3-215,6,A rind tiiiiss2613 any person who knowingly- Makes any false
statement, representation, in- certification n a Tr" .iippiieaGon package shall be guilty cif a (Sit:6s 2 misdemeanor, which tinriy.
include a fine not to exceed $10,000 tis well as civil peataRie7; up to $`25,000 piti° violation.
Signature:
st s
Date i t/ ,
le't A 04-16 Page, 5 of 5

PIN 45895617 20000
•
4
4
4
Property Real 10 02-031 -oo-ia,00
Physical Address: 2799 DERITA RD CONCORD NC 28027
Owner Name 1: BONDS REAL ESTATE LPP A NC LIP
Owner Name 2:
Mailing Address: 276 GREENBAY ROAD
Mail City: MOORESVILLE
Mail State: NC
Rail Zip: 28117
Catertus. County shae not bet heid tatie apy errors in the
data represented on the record . This irctu s errors of omission,
commission, concermeg the content of the data, a-n relative
posisonai accoecy of ths data. The data cannot la3 construed to
te a tegat Occurrent. Primacy sta.l nes from which his dots wart
Compiled must be consoled forvertf atter
uf inform:sem represented on irns rrep arument.
Parcel PIN
Land Units
Land Units Type
Land Value
Building Value
Assessed Value
Market Value
Map Created By Cabarrus County IT Department
Data Sources: Cabarrus County Land Records
Sources: Esn, HERE, Delon:Ile,. Interrnso, increment P Corp_ DEBCO,
USGS, FAO, NPS, NRCAN. Geoeme,T.Kadaster NL, Graham ce Survey,
Es e Japan, ME:11, Es(r. China (Hang Kong), svitistapo, Mapmyl nee,.
Ope nate etMap contributers, are the GIS User Community
45895617320000
10,876
AC
680290
680290
680290
1:9,028
0 412 5 825
1,650 1
0 125 250 500 *IQ
Print Date: January 11, 2018

524
PROPOSED
PUMP STATION
KANNAPOLIS, NC 201E
USGS MAP
5
RECEIVING GRAY TY SEv'ER
EXISTING 18'° DIP
!W00032150
5
526

5%23/2018 North Carolina Secrelary of State Search Results
File an Annual Report/Amend an Annual Report . Upload a PDF Filing . Order a Document Online'
Add Entity to My Email Notification List - View Filings Print an Amended a Annual Report form - Print a
Pre -Populated Annual Report form
Limited Liability Company
Legal Name
Stor-AM Acquisitions, LLC
Information
Sosid: 1657604
Status: Current -Active
Annual. Report Status: Current
Citizenship: Foreign
Date Formed: 1/25/2018
State of Incorporation:
FL
Registered Agent: CT Corporation System
Addresses
Mailing Principal Office Reg Office
1375 W Hillsboro Blvd 1375 VV Hillsboro Blvd 160 Mine Lake Ct Ste 200
Deerfield Beach, FL 33442 Deerfield Beach, FL 33442 Raleigh, NC 27615
Reg Mailing
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Company Officials
All LLCs are managed by their managers pursuant to N.C:G,S: 57D-3-20.
https:Atayst.sosasgotdonfine_senticesisearchiBusiness_RegistrationRessita 111

NORTH ( ,k ROLINA
High Performance Living
A LI F 11111/1111
.11
Stor-All Acquisitions:1,1,C
Mr, John Anderson
1375 W. Wilbur° Boulevard
Deerfield Beach, FL 33442
P) (954) 421- I 196
johnaiii"Stor-AlLcona
550 WArren C. Coleman. Bk4.1.., Fk.e.K .08, Concord, NC. 28026.-v.--,-w,concordnc.eov
May I 6, 2018.
SUBJECT: City of Concord Willingness to Serve
Private 'Wastewater Collection System Extension/Modification
City of Concord Project Title: Stor-Ail Acquisitions
city of Concord Project # 2018-002
Receipt Date: March I, 20[8 (WSACC. Response Dated February 23, 201.8)
Engineering Plan Seal Date: January 10, 2018
WSACC Rocky River WWTP -NC0036269
City of Concord„ Cabal -tits County., North Carolina
Dear Mr. Andelson:
This letter Is to confirm i.hat on February [3, '2018, our office received the Stor-All Acquisitions
at Derita Rd. engineering plans and specifications, :its prepared and sealed by Steven S. Wilson, NCPF,
with Earutwork„s Design Group PA,. for th.e wastewater collection system extension consisting of
approximately a duplex private lilt station with liberty submersible D3660 single phase grinder pumps
rated at 20 gpin. at 50 feet 'rpm with 430 linear feet of 2-inch force main :and other appurtenances to
serve one 110,400 sq ft storage unit, with four employees, located on Derita Road, with a commercial
wastewater discharge of 100 GPD.
The City of Concord's public wastewater collection system has the capacity to accommodate the
estiinated total average commercial wastewater discharge Of 100 GPD based on the information indicated
on the NCDENR Fast ifrack application for the project, The City of 1.I'oncord, however, will not
guarantee the acceptance ()Tatty additional requests„ revisions, deficiencies, or expansions that were not
included in the craisultingengineer's submitted engineering: plans, specifications, reports, andAir
calculatiiins associated with this private system.
THE CITY OF CONCORD AND ITS STAFF A.RE NOT :RESPONSIBLE FOR ERRORS
IN DESIGNS, CALCULATIONS, DRAWINGS OR STATEMENTS SUBMITTED BY
,APPLICANTS, THEIR TECHNICAL CONSULTA.NTS, SURVEYORS OR ENGINEERS. THE
CITY OF' CONCORD ,AND ITS STAFF ARE NOT RES.PONSIBLE FOR FINDING OR
CORRECTING ANY ERRORS OR DEFICIENCIES IN PLANS SUBMITTED TO 'THE CITY
OF CONCORD FOR REVIEW AND ,APPROVAL THE CITY cONCORD DISCLAIMS
ANY LIABILITY FOR ERRORS CONTAINED IN PLANS SUBMITTED TO TH.E c:rrY OF
CONCORD. THE SIGNATURE OF THE CITY OF CONCORD ENGINEER M.AY NOT BE
R.ELIED UPON TO ESTABLISH ANY DUTY OR RELATIONSHIP (SUCH AS A, THIRD
PARTY 'BENEEI('LARY) NYITH ANY PARTY USING THIS PLAN OR DRAWING. PARTIES
Engineering
Photw (704),)20,:i425 Fax [phone]i

USING nits DOCUMENT SHOULD CONDUCT THEIR OWN REVIEW AND ANALYSIS
FOR .MAKING A DECISION IN RELIANCE ON THIS DOCUMENT..
This, letter shall not he construed as an Authorization to Construct by the City of Concord. All
applicable permits associated with this project must he obtained and copies must he presented on site
prior to commencement of the work.
IMPORTANT: Star -All Acquisitions. LLC, must submit a copy of the NCDENR-Division of
Water Qualit!„,, Non -Discharge, approval letter and authorization to construct permit and as copy of the
engineer's final certification to the City of Concord prior to interconnection ‘vith the City of Concord's
public wastewater collection system, The City of Concord mast he present to observe the connection of
this private system, in order to meet the Standard Specifications, or Wastewater Collection and Water
Distribution for Cabarrus County, Contact Gary Stansbury, Construction Administrator, at (704) 9:20-
,5404 at least 48 hours prior to the initiating system connection,
Construction of the private wastewater collection system project shall be in accordance with 15A,
NCAC 02'1..0300; The Division or Water Quality's Gravity Sewer Minimum) Design Criteria adopted
'February 12, 1996, as applicable, This does not constitute an acceptance of any part of the project that
does not meet North Carolina Administrative Code Title 15A 021.0300, as applicable, Failure to compiy
may result in penalties in accordance with North Carolina General Statute §143-2 15,6A through §143-
2 I 5,6C, construction of additional or replacement facilities, and/or referral of the North Carolina -
licensed Professional Engineer to the licensing board,
Please he aware that the, City will not assume any responsibility for the operation and
maintenance of the subject private wastewater collection system that is located on the property beyond
the public utility easementirights-of-way„
Stor-All Acquisitions, LLC, will be responsible for complying with the regulatory requirements
in accordance 1,vith North Carolina Administrative Code Title 15A, 0:7,0300, the Inaintenance and
operation of the private wastewater collection system, and obtaining the required permit approvals
associated with the private wastewater collection system. Please review this section of the
.Adrninistrative Code prior to submitting your application to the State, If the, permit applicant is unable to
perform all of the operation and maintenance duties required by thc State': Administrative Code, a
private wastewater collection system extension should not be requested.
'The City reserves the rit,„„hit to disconnect the subject wastewater collection system and potable
water :service from the City of Concord's public system if improper operation and maintenance of the
private system violations of any Federal, State or local regulations, ordinances, or policies.
After the private wastewater collection system has been constructed and prior to water service
activation, Stor-Ali Acquisitions, LLC, must c,oinplete the NCDUNR .1,,,)WQ regulatory requirements in
accordance with North. Carolina Administrative Code 15A NCAC 2T for final approval and Stor-All.
Acquisitions, T.,LC's engineer must certify that the private wastewater collection system, has been
installed in itecordtince with North Carolina „Administrative Code '15A NCAC 2T,

A
t ali�ar) . 1,r1 t ` t 1�a t11ra1 appi vak'a . Terence lcttcr, and
corres enc s, a; appliirable rrr1.1 t be City 1 f Concord,
t' Concord
Dig ltr 1d by
Sue Hyde
Sue Hyde
Date: 201 .1 2;
1.1:19: 8 -0 `00'
1 dc, FP
&inccr•
)de on 121. 2018
Engine -ring Mi lager

WSACC
14HUDig PC SIN Pdic *lir • OW
W. Brian Hiatt
City Manager
City of Concord
P. O. Box 308
Concord, NC 28026-0308
February 23, 2018
Subject: Flow Acceptance Request - City of Concord
Stor-All Acquisitions Private Sewer
Dear Mr, Hiatt,:
WATER & SEWER AUT'HORliri
OF CABARRUS COUNTY
732 Daknnson Hwy,
Concord, NC 2 27
704,186.17E33 • 704 795 1564 Fax
WWW .1A0 sa cc ,or g
This is an approval of the flow acceptance request received by the Water and Sewer Authority of Caharrus
County (WSACC) from the City of Concord on February 23, 2018. WSACC has or will have capacity at the.
Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat the
commercial wastewater from the proposed project entitled Stor-All Acquisitions Private Sewer, located on Derita
Road. The referenced project will serve a storage center with four employees, with a projected wastewater flow
of 100 gallons per day (gpd). The wastewater generated by this project will be conveyed through the proposed 2-
inch force main, and then enter WSACC's system at the existing 18-inch ICV Kings Grant interceptor. WSACC
agrees to accept wastewater from the proposed development based on information provided by Landworks
Design Group, PA (Civil Engineer for the project) using North Carolina Department of Environmental Quality
(NCDEQ) wastewater flow guidelines.
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 2006„
funding Capital Projects entirely from Capital Reserves,. and WSACC expects to continue this policy into the
future. Projects on the .CIP are subject to approval by WSACC's Board of Directors, support from local
overning bodies, regulatory approval, and funding availability.. The list and schedule of CIP projects are
tentative and are revised periodically to reflect changing conditions and needs.
If construction of this project is not started within two (2) years of the date of this approval, the approval is
rescinded and a second request and approval will be required. Please notify WSACC, in writing, When
construction of this project is initiated,
If you have any questions, please call me at [phone], extension 228.
Sincerely,
4r-tit.,
J. Thomas Hahn, P.E.
Utility Systems Engineer
cc: Sherri Moore/Concord
Steven S. Wilson, PE/Landworks Design Group, PA
Michael W ilson/WSACC
Tim Kiser, PE/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WA I ER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date: February 13,2018
121City of Concord DCiy of Kannapolis EJTown of Harrisburg EiTovvn of Mt. Pleasant
I:Charlotte Mecklenburg Utilities
Project Titk, Description, and Number of Lots/Unit:
Project Title: Stor-All Acuulsitions at °trite Rd— (CoC Protect 82018-002 t
Description: The Stor-All Acqpisitionj At Derita Rd ,ennincering plans and citons s Dreured and _seal by
Steven W4m, NCPE, with LandwOrk$ Desiitn Group PA, for the wastewater colleCtiOn SYst50 aalert consisting
of .pproxiniately a duplex private lift stationwith liberty submersible D366Q single.phase grinder Pumps rated at 20 goal
at 50 feet TDH with 4Q hn feet of 2-inch force main andOther appurtenances to serve one I 10,4(8) sq ft storage unit,
with mplovees, locatixi an Derita Road„ with a commercial wastewater discharge of 100 GPD,
Lots: OR *Number of Units: *Must be included in request.
1 the new line be connected:
Directly into a WSACC Interceptor
Into the Jurisdiction's existing collection system
Into a private line
Describe the location of the tie-in line to which the new sewer line will connect: The proposed -* h
wain will tie-in to the existing_18-inch DIP WSACC [CV Kings Qrant Interceptor
Which WSACC Interceptor will the flow ultimately be discharged into: 18-inch DIP material WSACC ICV Kings
Grant Interceptor
What is the WSACC manhoie number that the flow will be discharged into? +1- Node 014007 i Tic -in to new Llerita
Rd widening MH
What is the quantity of flow that will be discharged? J00 GPD
*Nu
be
Flaw type:
LJ Domestic
rcial
Industrial
Nam of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit $NC0036269
EJ Muddy Creek Wastewater Treatment Facility — Permit AINC0081621
Design drawings of new lines will be subrnitted to WSACC with the request for acceptance, Drawings can be subrnitted
as a digital tile (owc) or distance and bearing starting with the tap on existing infra_structure.
lf the new Vine is to connect directly into a WSACC interceptor, detailed drawings including specification of the tap, will
be required before flow acceptance will be provided.
Mark Lomax at 744-786- i 783, ext„ 23 l, must be notified 48 hours in advance of a connection into a WSACC interceptor
WSACC will inspect connection before, during, and after completion,
f construction is not starred within two (2) year from the date of approval of the flow acceptance for this project, the
approval is rescinded and a second request and approval will he required for the projec4
WSACC USE ONLY:
Current sew owl an Interceptor as being
Approve
Current Sewer Model shows: ste.rEi(
L(rPil AT kfr
harged south of the manhole in question.
Not Approved
CAPA(.(rt OP t74Lt..0,4
c...Citi4

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(WSACC USE ONLY) Stor-All Acquisitions Private Sewer
Section 1. Name ofwastewater treatment facility (WWTF) receiving waste a er:
[3] Rocky River Wastewater Treatment Facility — Permit #NC0036269
D Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP fiac
Estimated obligated
WWTP fa- 's ac
ed flow, MGD
not yet tributary to the
, daily flow, MGD
Total flow for this specific request, MGD
26,500
TP, MGD 1.837
17,040 (64.30% of permit)
0.000 (100 gpd)
Total actual and obligated flows to the facility,MG[) &877
Percentof permitted flow used
71,23%
Section IL Pump stations along the route from the Jurisdiction's connection point to the WWTP,
Pump Station
Name or Number)
Wei Rocky River PS
(A)
Firm Capacity • SpeiftTI, Average Deily Flow **
MGD (Firmtptl
MGD
(B) (C)
Approx. Current Obligated, Not Yet
Average Daily ROY Tributary Duly Flow
MI GB MGD
I 424
(D) (B+C)
TorCurrent Fkw
Plus Obligated Flow
MC 0
9 714
" The Firm Ca pactry of say pump St1160111 is defined as the maximum pumped flow that can be achieved with the largest pump taken out or service.
**Design Average Daily Flew is the firm capacity of Mc pomp sestina divided by (teatime factor not less than 2.5,
“*A Pia naing Assessment Addesiduna sha/1 be attached far each pump station located between the project connect/ or e WINTIP wbs
(E)-..(A-D)
Available
1 Capacity""
MGD
5 086
Available Capacity is <
Section 111. WSACC Certification Statement:
I. J. Thomas Hahn. PE, certify that, to the best of my knowledge, the addition of the volume of wastewater to be permitted
in this project has been evaluated along the route from the connection to the interceptor to the receiving wastewater
treatment facility; and the flow from this project is not anticipated to cause any capacity related sanitary sewer overflows
or overburden on any downstream pump station in 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 Section I and Section II plus all attached planning assessment
addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer capacity. Signature
of this tbrin indicates acceptance of this wastewater flow,
CC Signing Official Signature
Revision Date: 08/09i t 3

State of North Carolina
Department of Environmental Quality
Division of Water Resources Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE -01/14)
(JURISDICTION USE ONLY)
Stor-All Acquisitions —Project #2018-00
Jurisdiction Requesting Flow Acceptance for Collection System:
City of Concord [jCity of K.annapol is LjTown of Harrisburg Ellown olML, Pleasant
FiCharlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project 'Title: Stor-.All Acquisitions at Derita Rd —(CoC Project #2018-002)
Description: The Stor-All Acquisitions at Derita Rd engineering plans and s ecitications srreDared and seated by Stever
S, Wilson, NCPE, with Landworks Design Gro•up PA, for the wastewater collection system extension consisting of
approximately a Liplex _private lift station with liberty submersible .D3660 single phase grinder pumps rated at 20 gpm at SO
feet TDH with 430 linear feet of 2-inch force :nun and other appurtenances to serve one 110,400 sq ft storaoe 4-- four
employees, located on Derita Road, with a commercial wastewa er discharre f ,0 GP.D,
What is the quantity of flow that will be discharged? 100 GPD
Flow type:
Domestic
Commercial 100 Industrial
Section I. - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection point.
Pump Station
Ntnor Numbor).
h nu Capa.eity*
NIG')
rA)
.Dcmg.r. As'erut,:c Daily Floss
irirtnipt)
111G11)
I B11
ppros, Current
Average Doily Flow
ij
42)
Ohttgmett, Not V
fribuzary Daily Hks).s
NYCO
(I)1
Tonal (kirtVed.
Obligtcd Ho
NIG!)
rL..r"t A-D)
A VZO loble
Capticily".
MCI)
" The Firni Capacityuflitly pump station is defined as the matitnum pumped flow that can he achieved svith the largest pump taken out of service.
“Design ,Averuge Daily Flaw is the firm capacity of the pump station divided hy a peaking factor not less than 2.5,
***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the VVA
m here Asailabk
'Amick) is <9.
Section IL Jurisdiction's Certification Statement:
M. Sue Hyde, certify that, to the best of my knowledge, the addition of the volume of NvaMewater to be permitted in this
project has been evaluated along the route to the receiving WSACC interceptor; and the. flow from this project is not
anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in route to
the receiving WSACC interceptor 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 Section 1 plus all attached
planning assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer
capacity„ Signature of this Corn) indicates acceptance of this wastewater flow,
O'cl,Sify,t9r,J ere e0. Sue. Heap
M. Sue Hyde Hyde, 0,34. ed
c,US
Jurisdiction Is Signing Official Signature Date
Dai 08;091'13

LANDWORKS DESIGN GROUP PA
7621 LITTLE AVE STE 111
CHARLOTTE, NC 28226
Pay to the
Order. of
Jar hjrt
0330?
Dollars
3307
66.73/53T
•