WQ0040051_Application_20180606

Landworks Design Group, P.A.
7621 Little Avenue, Suite 111
Charlotte, NC 28226
Memorandum
Date: May 23, 2018
To: NCDEQ
Mooresville Regional Office
610 E. Center Ave.
Mooresville, NC 28115
From: Landworks Design Group, PA
Steven S. Wilson, PE
Project: Stor All Pump Station
Job #: 17051
Tel: [phone]
Fax: [phone]
RECEIVED/NCDENR/DWR
MAY 2 5 2018
WQROS
MOORESVILLE REGIONAL OFFICE
On behalf of Stor-All Acquisitions, LLC. we are submitting a Fast -Track Application (FTA 04-16) for the
construction of "Stor-All" private sanitary sewer pump station and related appurtenances.
• Project Narrative
• (2) Copies of completed application FTA 04-16 (with area and street level maps)
• Corporation Documents for Stor-All Acquisitions, LLC
• Flow Acceptance letters from Concord and WSACC with completed FTSE 01/14
$480.00 fee
Appropriate forms have been signed by the proper representatives.
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 Design Group, PA.
Steven S. Wilson, PE

Landworks Design Group, P.A.
7621 Little Avenue, Suite 111 Tel: [phone]
Charlotte, NC 28226 Fax: [phone]
Project Narrative
Date: May 23, 2018
To: NCDEQ
From: Landworks Design Group, PA
Steven S. Wilson, PE
Project: Stor-All Pump Station
Job #: 17051
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 gpd/employee.
Regards
Landworks Design Group, P.A.
Steven S. Wilson, PE

State of North Carolina
DW
Department of Environmental Quality IDIX
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: W �Qt1 (to be completed by DWR)
All items must be conmleted or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Stor-All Acquisitions. 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: John Anderson per 15A NCAC_02T.010(i(b) RECEIVEblNCDENRlDWR
Title: Manager MAY 2 5 2018
4. Applicant's mailing address: 1375 W. Hillboro Boulevard
City: Deerfield Beach State: Florida Zip: 33442-_ WOROS
MOORESVILLE REGIONAL OFFICE
5. Applicant's contact information:
Phone number: [phone] Email Address: MarkBQStor-All.com
IL PROJECT INFORMATION:
1. Project name: Slor-All Acquisitions. LLC
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: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.377369' Longitude: -80.7277970
5. Parcel ID (if applicable): 4589.56.1732 l��0 )bly0103a 37
(or Parcel ID to closest downstream sewer) SObOM 7rAS3a00w.
III. CONSULTANT INFORMATION: C q Al/II'
L Professional Engineer: Steven S. Wilson License Number: 15497 aM0 yN30ONiOgAr3O3b,
Firm: Landworks Design Group, PA
Mailing address: 7621 Little Avenue Suite I I I
City: Charlotte State: NC Zip: 28226 -
Phone number: [phone] Email Address: swilson(alandworkspa.cont
IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
1. Facility Name: Rocky River W WTP Permit Number: NCO036269
Owner Name: WSACC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00032150 Downstream (Receiving) Sewer Size: 18 inch
System Wide Collection_ System_Permit Number(s) (if applicable): WQCS
Owner Name(s): WSACC (Chrislenbury Interceptor)
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
[:]Yes ❑No ®N/A
3. If the Applicant is a I-lonte/Property Owners' Association, has an Operational. Agreement (FORM. I10A) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: % Domestic/Commercial 100 % Commercial
_ % Industrial (See 15A NCAC 021 ,0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02'1' .01 I4(I)? ❑ Yes ® No
If yes, provide a conv of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01 I4(M
Daily Design Flow' D
No, of Units Flow
Storage Units
25 gal/employee
4 100 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total GPD
a See 15A NCAC 02T,0 1 14(b), (d), (c)(1) and (c)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 021'.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 100 GPD (per 15A NCAC 02 F .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 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - (22T.0405 & MDC (Gravity Sewer:
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related 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
Vlll. 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: I
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.378315° Longitude: -80.728187°
3. Design flow of the pump station: 0.0001 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
2
430
PVC
6. Power reliability in accordance with l5A NCAC 02T .0305(h)(1):
M 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-I6 Page 3 of 5

IX. SETBACKS & SEPARATIONS —(02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02P .0305(f)_& (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Fromm—NEE.
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 -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, 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 sloe of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage s stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T,0305(t) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications webMe
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) [—]Yes ® No ❑ N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As yytilt documents should reference the location of area. effectedd nth yG`S
N°n' "1P `r}4) �� ? 5-� t Front JIU,4d/1 . m (�n� }Prolyl tNti�^ S'tilwn, . P
kNR vyt d n lit /m I Wt
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes [-]No
individdi#lual["�Ltennits or 401 Water Quality Corti fications?
Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with I5A NCAC 02T 0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A_ NCAC 02T.010.5(c)(i5), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high-priority?"
Per 15A NCAC 02'x.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 ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X, CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Crilcria fm' the Permitting of Purn"S ttipits
and Force Mains (latest version), and the Gravity Sc�%er_Mininnun Desi,m 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 lite request is required prior to submittal of the Fast Track Application and sunporlina
documents.
2. Professional Engineer's Certification:
I _ S�ttkn 5 , U1 I&i _ __ _. attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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 Punp 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 143.215.66, any person who knowingly snakes 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:
h4�c.•`a
3, Applicant's Certification per 15A NCAC 02T .0106(b):
—,Ph- A–,,k, or. +_ l�lg)1Qq� _ __ attest that this application for
(Signature Authority's name BMitle from Application item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters m the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. l 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 143-215.66, 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: Date: �_ /b 8
FORM: FTA 04-16 Page 5 of 5

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Physical Address: 2799 DERITA RD CONCORD NC 28027 Land Units
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Owner Name 1: BONDS REAL ESTATE LPPA NC LLP Land Units Type
AC
Owner Name 2: Land Value
680290
Mailing Address: 276 GREENBAV ROAD Building Value
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Mail City: MOORESVILLE Assessed Value
680290
Mail State: NC Market Value
680290
Mail Zip: 28117
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5/23/2018
North Carolina Secretary 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-All Acquisitions, LLC
Information
Sosld: 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 W Hillsboro Blvd 160 Mine Lake Ct Ste 200
Deerfield Beach, FL 33442
Reg Mailing
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Company Officials
Deerfield Beach, FL 33442 Raleigh, NC 27615
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://v .sosnc.gov/online_services/search/Business_Registration_Results 1/1

z
High Performance Living
l:la��renu���
May 16, 2018
Stor-All Acquisitions. LLC
Mr. John Anderson
1375 W. Hillboro Boulevard
Deerfield Beach, FL 33442
P) [phone]
Jolma 2Stor-All.com
SUBJECT: City of Concord Willingness to Sewe
Private Wastewater Collection System Extension/Modification
City of Concord Project Title: Stor-All Acquisitions
City of Concord Project # 2018-002
Receipt Date: March 1, 2018 (WSACC Response Dated February 23, 2018)
Engineering Plan Seal Date: January 10, 2018
WSACC Rocky River W WTP — NCO036269
City of Concord, Cabarrus County, North Carolina
Dear Mr. Anderson:
This letter is to confirm that on February 13, 2018, our office received the Stor-All Acquisitions
at Derita Rd. engineering plans and specifications, as prepared and sealed by Steven S. Wilson, NCPE,
with Landworks Design Group PA, for the wastewater collection system extension consisting of
approximately a duplex private lift station with liberty submersible D3660 single phase grinder pumps
rated at 20 gpm at 50 feet TDH 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
estimated total average commercial wastewater discharge of 100 GPD based on the information indicated
on the NCDENR Fast Track application for the project. The City of Concord, however, will not
guarantee the acceptance of any additional requests, revisions, deficiencies, or expansions that were not
included in the consulting engineer's submitted engineering plans, specifications, reports, and/or
calculations associated with this private system.
THE CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR ERRORS
IN DESIGNS, CALCULATIONS, DRAWINGS OR STATEMENTS SUBMITTED BY
APPLICANTS, THEIR TECHNICAL CONSULTANTS, SURVEYORS OR ENGINEERS. THE
CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR FINDING OR
CORRECTING ANY ERRORS OR DEFICIENCIES IN PLANS SUBMITTED TO THE CITY
OF CONCORD FOR REVIEW AND APPROVAL. THE CITY OF CONCORD DISCLAIMS
ANY LIABILITY FOR ERRORS CONTAINED IN PLANS SUBMITTED TO THE CITY OF
CONCORD. THE SIGNATURE OF THE CITY OF CONCORD ENGINEER MAY NOT BE
RELIED UPON TO ESTABLISH ANY DUTY OR RELATIONSHIP (SUCH AS A THIRD
PARTY BENEFICIARY) WITH ANY PARTY USING THIS PLAN OR DRAWING. PARTIES
Engineering
Phone [phone] Fax [phone]

USING THIS DOCUMENT SHOULD CONDUCT THEIR OWN REVIEW AND ANALYSIS
FOR MAKING A DECISION IN RELIANCE ON THIS DOCUMENT.
This letter shall not be construed as an Authorization to Construct by the City of Concord. All
applicable permits associated with this project must be obtained and copies must be presented on site
prior to commencement of the work.
IMPORTANT: Stor-All Acquisitions. LLC, must submit a copy of the NCDENR-Division of
Water Quality, Non-Discharge approval letter and authorization to construct permit and a copy of the
engineer's final certification to the City of Concord prior to interconnection with the City of Concord's
public wastewater collection system. The City of Concord must be present to observe the connection of
this private system, in order to meet the Standard Specifications for Wastewater Collection and Water
Distribution for Cabarrus County. Contact Gary Stansbury, Construction Administrator, at (704) 920-
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 02T.0300; The Division of 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 02T.0300, as applicable. Failure to comply
may result in penalties in accordance with North Carolina General Statute §143-215.6A through §143-
215.6C, construction of additional or replacement facilities, and/or referral of the North Carolina-
licensed Professional Engineer to the licensing board.
Please be 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 easement/rights-of-way.
Stor-All Acquisitions. LLC, will be responsible for complying with the regulatory requirements
in accordance with North Carolina Administrative Code Title 15A 02T.0300, the maintenance 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
Administrative 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 the State's Administrative Code, a
private wastewater collection system extension should not be requested.
The City reserves the right 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-All Acquisitions. LLC, must complete the NCDENR DWQ regulatory requirements in
accordance with North Carolina Administrative Code 15A NCAC 2T for final approval and Stor-All
Acquisitions. LLC's engineer must certify that the private wastewater collection system has been
installed in accordance with North Carolina Administrative Code 15A NCAC 2T.

A copy of the engineer's certifications, private system final approval/acceptance letter, and
correspondences, as applicable must be submitted to the City of Concord.
Sincerely,
City of Concord
Digitally signed by
Sue Hyde Date 2018.05,22
11:19:26 -04'00'
M. Site Hyde, PE
Director of Engineering
Date
Attachments: WSACC Notification Letter
FTSE -01/14 signed by Sue M. Hyde on 2/22/2018
FTSE -01/14 signed by Timothy R. Kiser on 2/23/2018
Electronic cc:
Project #2018-002
Landworks Design Group, PA
Steven S. Wilson, NCPE
7621 Little A venue Suite I I I
Charlotte, NC 28226
P)[phone]
swilson it 1mcluorkspa.com
Sincerely,
City of Concord
f" d A
Thomas A. Bach, PE
Engineering Manager
Water Resources
S1-aIIt
Thomas A. Each, Engineering Manager, Wastewater Resources, bachtrrconcordne.gov
Gary Stansbury, Construction Administrator, [e-mail]
M. Site Hyde, Director of Engineering, [e-mail]
Date

WSACC
ISOt1IBS:?vOt • N6ShrPo1&ktlor • ONSLS18If1:iN01
W. Brian Hiatt
City Manager
City of Concord
P. 0. 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 AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786.1783 ♦ 704.795.1564 Fax
www.wsamorg
This is an approval of the flow acceptance request received by the Water and Sewer Authority of Cabarrus
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
governing 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,
J. Th��pA_
s Hahn, P.E.
Utility Systems Engineer
cc: Sherri Moore/Concord
Steven S. Wilson, PE/Landworks Design Group, PA
Michael Wilson/WSACC
Tim Kiser, PE/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date: February 13, 2018
®City of Concord ❑City of Kannapolis []Town of Harrisburg ❑Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Stor-All Acauisitions at Derita Rd — (C
Description: The Stor-All Acauisitions at Derita Rt
of approximately a duplex private lift station with liberty submersible D3660 single phase Prinder pumps rated at 20 Rpm
at 50 feet TDH with 430 linear feet of 2 -inch force main and other aonurtenances to serve one 110.400 so R storage unit,
with four employees, located on Derim Road, with a commercial wastewater discharge of 100 GPD.
*Number of Lots: OR *Number of Units: *Must be included in request.
Where will 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 2 -inch private force
main will tie-in to the existing 18 -inch DIP WSACC ICV Kings Grant Interceptor
Which WSACC Interceptor will the Row ultimately be discharged into: 18 -inch DIP material WSACC ICV Kings
Grant Interceptor
What is the WSACC manhole number that the Row will be discharged into? +/-Node 014007 (* Tie-in to new Derita
Rd Widening MH)
What is the quantity of Row that will be discharged? JON GPD
Flow type:
❑ Domestic 0 % ® Commercial 100 % ❑ Industrial 0 %
Name of wastewater treatment facility (W WTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility— Permit #NC0036269
Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
Design drawings of new lines will be submitted to WSACC with the request for acceptance. Drawings can be submitted
as a digital file (DWG) or distance and bearing starting with the tap on existing infrastructure.
If the new line is to connect directly into a WSACC interceptor, detailed drawings including specification of the tap, will
be required before Row acceptance will be provided.
Mark Lomax at 704-786-1783, ext. 231, must be notified 48 hours in advance of a connection into a WSACC interceptor.
WSACC will inspect connection before, during, and after completion.
If construction is not started 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 be required for the project
WSACC USE ONLY: DATE:24 1-31 lo 1$
❑ Current sewer odel show an Interceptor as being surcharged south of the manhole in question.
Approved' (AorhAl A N N ❑ Not Approved
❑ Current SewerModeIshows: cj.rcict4'NT Fuc ETT CAPACITY Fop, 100 GA�o.vf
11F M1. ,�lA� L(r� AT AJr'a.wOE Z),t1 �Y FLOW tCN7)tTi C.Js

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
Division of Water Resources (FTSE-01/14)
(WSACC USE ONLY) Stor-All Acquisitions Private Sewer
Section I. Name of wastewater treatment facility (W WTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
❑ Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MGD 26.500
Estimated obligated flow not yet tributary to the W WTP, MGD 1.837
W WTP facility's actual avg. daily flow, MGD 17.040 (64.30o/a of permit)
Total flow for this specific request, MGD 0.000 (100 gpd)
Total actual and obligated flows to the facility, MGD 18.877
Percent of permitted flow used 71.23%
Section II. Pump stations along the route from the Jurisdiction's connection point to the W WTP.
Pump station
(Name or Number)
Firm Capacity •
MGD
(A)
Design Average Daily Flow ••
(Fimt/p0
MGD
(B)
Approx. Currant
Average Daily Flow
MCD
(C)
Obligaied, Not Yet
Tributary Daily Flow
MGD
(D)—(BSC)
Total Current Flow
Phu Obligated Flow
MCD
(Er(A-D)
Available
Capacity...
MCD
Lower Rocky River PS
37.000
14.800
8.290
1.424
9.714
5.086
• The Firm Capacity of any pump station is denned as the maximum pumped mow Oat an be achieved with the largest pump taken out of services
-Design Avenge Daily Flew is the arm capacity of the pump station divided by a peaking factor not last than 2.5.
•••A Planning Assessment Addendum shall be attached for each pump SoHo. located between the project connection point and the W WTP where Available Capariy rs <0.
Section III. 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 form indicates acceptance of this wastewater flow.
is Signing Official Signature
Revision Date: 08/09/13

DWRState 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 #2018-002
Jurisdiction Requesting Flow Acceptance for Collection System:
®City of Concord ❑City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Stor-All Acquisitions at Derita Rd — (C
Description: The Stor-All Acquisitions at Derita Rd
approximately a duplex private lift station with liberty submersible D3660 single phase grinder Dumps rated at 20 gpm at 50
feet TDH with 430 linear feet of 2 -inch force main and other appurtenances to serve one 110,400 so ft storage unit, with four
employees located on Derita Road with a commercial wastewater discharge of 100 GPD
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
Firm Capacity x
(A)
Design Average Daily Flow **
(B)
Approx. Current
(c)
Obligated, Not Yet
(D)—(B+C)
Total Current Flow
(F)—(A-D)
Available
(Name or Number)
MGD
(FirMpf)
Average Daily Flow
Tributary Daily Flow
Plus Obligated Flow
Capacity***
MGD
MGD
]IGD
MGD
MGD
N/A
* The Firm Capacity of any pump station Is defined as the maximum pumped now 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 not less than 2.5.
***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the W WTP where Available Capacity is <0.
Section II. Jurisdiction's Certification Statement:
I, M. Sue Hyde, 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 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 I 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 form indicates acceptance of this wastewater flow.
V 1. JUG 1 1 y It Cmaid-hrdeWconcomrr.ya.. t=us
Jurisdiction's Signing Official Signature Date
Revision Date: 08/09/13