WQ0041201_Application_20190925

September 25, 2019
COVER LETTER
RE: Private Sanitary Sewer Extension Application
RECEIVEDINCDENR/DWR
WQROS
MOORESVILLE REGIONAL OFFICE
Meadows Corporate Park
700 Pitts School Rd, Concord, NC
Fortius-Richardson, LLC is proposing the construction of two new speculative industrial/warehousing
facilities at 700 Pitts School Road in Concord, North Carolina (Parcel ID 4690-44-0279). The proposed
improvements will include a 1 12,000-sf building, an 80,000-sf building, shared truck court and
approximately 200 vehicular parking spaces to serve the park.
The two buildings will be served by a lift station and 2-inch force main connecting to a city -installed
public sewer lateral. This application includes approximately 862-feet of private 2-inch PVC force main
and its associated lift station to be permitted. An additional 32-feet and 178-feet of non -permitted private 6-
inch PVC will connect Building A and Building B to the permitted system.
Thank you for your review of this project. If you have any questions regarding this submittal, please
contact me at [e-mail].
Sincerely,
Luke Bugenske, PE
OAK E N G I N E E R I N G
oak.engineering

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: W Q00 4A 2Pk (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Fortius-Richardson, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Harris Morrison per 15A NCAC 02T .0106(b)
Title: Owner
4. Applicant's mailing address: 363 Church Street North, Suite 240
City: Concord State: NC Zip: 28025-
5. Applicant's contact information:
Phone number: [phone] Email Address: harrisgharrismorrison.com
II. PROJECT INFORMATION:
RECEIVED/NCDENR/DWR
SEP 2 3 2019
WQROS
M00RESVU-17 REC10NIAI n!-_P r r-
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Meadows Corporate Park
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: WQ00
3. County where project is located: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.3985' Longitude:-80.6969'
5. Parcel ID (if applicable): 4690-44-0279
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Luke Bugenske, PE License Number: 045345
Firm: OAK Engineering, PLLC
Mailing address: 828 East Blvd
City: Charlotte State: NC Zip: 28203-
Phone number: [phone] Email Address: luke(& ak.engineering
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: WSACC Rocky River WWTP Permit Number: NCO036269
Owner Name: Water & Sewer Authority of Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ0012749 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00326
Owner Name(s): City of Concord
FORM: FTA 04-16 Page 1 of 5

Vl. 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 Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 0 % Domestic/Commercial 0 % Commercial
100 % Industrial (See 15A NCAC 02T .0103(20))
1Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Hasa flow reduction been approved under 15A NCAC 02T.01 14(1)? []Yes N No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow As
No. of Units
Flow
Warehouse/Distribution - Building A
100 gal/bay
38
3800 GPD
Warehouse/Distribution - Building B
100 gal/bay
26
2600 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
6400 GPD
a See 15A NCAC 02T .0114(b), (d(e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project:_ 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) I Length (feet) I Material I FiECEIVEDINCDENRIDWR
WQROS
.E REGIONAL OFFICE
➢ Section I1 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Lift Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.3985' Longitude:-80.6977'
3. Design flow of the pump station: 0.0064 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 28 gallons per minute at 34 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
862
PVC
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

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ 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 built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/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
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0I05(c)(6) (additional permits/certifications)? ® Yes [:]No
Per I5A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402 "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes Z No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting _of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria 0atest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Anaroval of the request is required prior to submittal of the Fast Track Application and sunuortine documents.
2. Professional Engineer's Certification:
Luke J. Bugenske, PE 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 Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 'misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. t y,
North Carolina Professional Engineer's seal, signature, and dates
Applicant's Certification per 15A NCAC 02T .0106(b):
11
(Signature Authority's name & title from Appl
Item I.3.)
'0 -+,
O �i..
Q.
SEAL
045345
� v a
i �' �'+ FAG ► NE�Q:•'•�� ♦♦
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE - In accordance with General Statutes 143-215,6A and 143-215.6i3. 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: _ �G� .._..._._ _ Date:
�- - ! �. • 3 t7t 9
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of the Secretary of State
LIMITED LIABILITY COMPANY
ARTICLES OF ORGANIZATION
SOSID: 1733413
Date Filed: 7/31/2018 10:55:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C2018 212 00082
Pursuant to Section 57D-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.
The name of the limited liability company is: Fortius-Richardson, LLC
2. The name and address of each person executing these articles of organization is as follows:
David S. Rugani Organizer
1065 East Morehead Street
Charlotte, North Carolina 28204
3. The name of the initial registered agent is: Harris Morrison
4. The street address, county and mailing address of the initial registered agent office ofthe limited liability
company is:
363 Church St North, Suite 240
Concord, NC 28025
Cabarrus County
5. The limited liability company does not have a principal office.
6. Any other provisions which the limited liability company elects to include are attached.
7. These articles will be effective upon filing.
8. To the fullest extent permitted by law, no person who is serving or who has served as a manager of the
limited liability company shall be personally liable for the debts, obligations, or liabilities of the limited
liability company, whether arising in contract, tort or otherwise, or for the acts or omission of any
member, agent, employee or other manager of the limited liability company. Neither the amendment or
the repeal of this article, nor the adoption of any provision of these Articles of Organization inconsistent
with this article, shall eliminate or reduce the protection afforded by this article to a manager of the
limited liability company with respect to any matter which occurred, or any cause of action, suit or claim
which but for this article would have accrued or arisen, prior to such amendment, repeal or adoption.
This the 30th day of July, 2018.
AavidS.ni, Organizer
934666

NORTH CAROLINA
High Performance Living
it 11 ®�NoIIIII
Fortius-Richardson, LLC
Harris Morrison, Owner/Registered Agent
363 Church St North, Suite 240
Concord, NC 28025
P) 704-786-8888
[e-mail]
635 Alfred Brown Jr Court SW., P.O. Box 308, Concord, NC 28026-u,we,,concorduc.go%-
July 3, 2019
SUBJECT: City of Concord Willingness to Serve
Private Wastewater Collection System Extension/Modification
City of Concord Project Title: Meadows Corporate Park Private Sewer
City of Concord Project # 2018-059
Receipt Date: July 2, 2019 (WSACC Response Dated)
June 7, 2011 (Complete Package)
June 7, 2019 NCDOT Driveway
Engineering Plan Seal Date: February 12, 2019
WSACC Rocky River WWTP — NCO03 6269
City of Concord, Cabarrus County, North Carolina
Dear Mr, Morrison:
RECEIVED/NCC)ENP/DWR
` E P 2 3 <<)19,
WORDS
MOORESVIL.LE REGIONAL OFFICE
This letter is to confirm that on June 7, 2019, our office received the Meadows Corporate Park
Private Sewer engineering plans and specifications, a digital copy of the engineering plans, and private
wastewater collection system application, as prepared and sealed by Luke J. Bugenske, NCPE, with Oak
Engineering, for the private wastewater collection system extension consisting of a private lift station
with pump rate of 28 gpm at 34 TDH and approxiinately 862 linear feet of 2-inch PVC and 97 linear feet
of 4-inch DIP force main, and other appurtenances to serve a 112,000 sq. ft. and an 80,000 sq. ft.
industrial spec buildings located off of Pitts School Rd., with an industrial wastewater discharge of 6,400
GPD.
The City of Concord's public wastewater collection system has the capacity to accommodate the
estimated total average wastewater discharge of 6,400 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
Engineering
Phone [phone] Fax (704) 78&4521

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
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: Fortius-Richardson, 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/riglits-of-way.
Fortius-Richardson, 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, Fortius-Richardson, LLC, must complete the NCDENR DWQ regulatory requirements in
accordance with North Carolina Administrative Code 15A NCAC 2T for final approval and the Fortius-
Richardson, 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
Sue Digitally signed
by Sue Hyde
Hyde Date:2019.07.05
11:21:29-04'00'
M. Sue Hyde, PE
Director of Engineering
Date
Attachments: WSACC Approval Letter
FTSE-01/14 signed by Sue M, Hyde on June 17, 2019
FTSE-01/14 signed by J. 'Thomas Hahn, on June 28, 2019
Electronic cc:
Project #/2018-059
Oak Engineering
Luke J. Bugenske, NCPE
828 East Boulevard
Charlotte, NC 28203
P) 803.312.5074
luke a oak.engineerin�
Sincerely,
City of Concord
f�aw 4.
Thomas A. Bach, PE
Engineering Manager
Water Resources
Date
Thomas A. Bach, Engineering Manager, Wastewater Resources, [e-mail]
Gary Stansbury, Construction Administrator, [e-mail]
M. Sue Hyde, Director of Engineering, [e-mail]

State of North Carolina
I , Department of Environmental Quality
Division of Waftr Resources Division of Water Resources
Flow TrackinWAcceptance for Sewer Extension Permit Applications
(FTSE—01/14)
(JURISDICTION USE ONLY) RECEIVED/NCDENR/DWR
Meadows Corporate Park Private Sewer —Project #2018-059
J
Jurisdiction Requesting Flow Acceptance for Collection System:
®City of Concord ❑City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant WQRUS
❑Charlotte Mecklenburg Utilities hMORESVILI-E RF1-10P1.A1 OFFICE
Project Title, Description, and Number of Lots/Unit:
Project Title: Meadows Corporate Park Private Sewer— (CoC Project #2018-059)
Description: The Meadows Corporate Park engineering,plans and specifications as prepared and sealed by Luke J.
Bugenske NCPE with Oak Engineering for the wastewater collection system extension consisting of a private lift station with
pump rate of 28 apm at 34 TDH and approximately 862 linear feet of 2-inch PVC and 97 linear feet of 4-inch DIP force main,
and other appurtenances to serve a 112,000 sq ft and an 80,000 sq ft industrial spec buildings located off of Pitts School Rd.,
with an industrial wastewater discharge of 6,400 GPD.
What is the quantity of flow that will be discharged? 6400 GPD
Flow type:
❑ Domestic % ❑ Commercial % ® Industrial 100 %
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Intercentor ennnection point_
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Pump Station
(Name or Number)
Firm Capacity *
MGD
Design Average Daily Flow **
(Finn/pf)
Approx. Current
Average Daily Flow
Obligated, Not Yet
Tributary Daily Flow
Total Current Flow
Plus Obligated Flow
Available
Capacity***
MGD
MGD
MGD
MGD
MGD
N/A
* 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 pealing 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 WWTP 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.
Jurisdiction's
Digitally signed by Sue Hyde
Of Signature
Date
Revision Date: 08/09/13

WWW SACC
z
IS01410 • NCSt1(Mk e W • Mims
June 28, 2019
Mr. Lloyd Payne
City Manager
City of Concord
P.O. Box 308
Concord, NC 28026-0308
Subject: Flow Acceptance Request — City of Concord
Meadows Corporate Park Private Sewer
Dear Mr. Payne:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidsw Hwy.
Conco d, NC 28027
704.786.1783 * 704.795.1564 Fax
WWW.Wsamorg
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority of Cabarrus
County (WSACC) from the City of Concord on June 18, 2019. WSACC has or will have capacity at the Rocky
River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat the industrial
wastewater from the proposed project entitled Meadows Corporate Park Private Sewer, located off Pitts School
Road. The referenced project will serve industrial spec buildings with 64 loading bays, with a projected wastewater
flow of 6,400 gallons per day (gpd). As the associated buildings are designated for speculative use, the City of
Concord should coordinate with WSACC to assess any need for pretreatment and/or permitting associated with the
industrial flow once the specific uses are known. The wastewater generated by this project will be conveyed
through a proposed gravity system, through an existing gravity system, and then enter WSACC's system at the
existing 30-inch Coddle Creek Interceptor. WSACC acknowledges it has or will have capacity for wastewater from
the proposed development based on information provided by Oak Engineering (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 does not commence within two (2) years of the date of this notice, the notice is
rescinded and a second request and notice will be required before flow capacity is accepted. Please notify
WSACC, in writing, when construction of this project is initiated. This sewer capacity allocation may also be
cancelled pursuant to the conditions set forth in the WSACC Sewer Allocation and Commitment Policy.
Please note that the final commitment to service to provide wastewater treatment services shall occur upon
application for a building permit for the project and when system development fees are paid pursuant to
N.C. C.S. §I62A, Article 8.
If you have any questions, please call me at [phone], extension 104.
Sincerely,
J. Thomas Hahn, PE
Utility Systems Engineer
cc: Sherri Moore/Concord
Luke J. Bugenske, PE/Oak Engineering
Michael Wilson/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date: June 11, 2019
gCity 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: Meadows Corporate Park Private Sewer— (CoC Project #2018-059)
Description: The Meado]IS Corporate Park enaineering_plans and specifications as prepared and sealed by Luke J.
Blggnske NCPlr with Oak Engineering, for the wastewater collection system extension consisting of a private lift
station with uummp rate of 28 gpm at 34 TDH and approximately 862 linear feet of 2-inch PVC and 971inear feet of 4-inch
DIP force main and other appurtenances to serve a 112,000 sq ft and an 80,000 sa. ft industrial spec buildings located
off of Pitts School Kd,, with an industrial wastewater discharge of 6,400 GPD.
*Number of Lots: 1 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 4-inch sanitary sewer
extension will tie-in to thg gKisting 8-inch sanitary sewer system which extends to the 34 inch PVC material WSACC
Middle Coddle Creek Interceptor
Which WSACC Interceptor will the flow ultimately be discharged into: 30-inch PVC material WSACC Middle
Coddle Creek Interceptor
What is the WSACC manhole number that the flow will be discharged into? +i- Node 011571
What is the quantity of flow that will be discharged? 6.400 GPD
Flow type:
❑ Domestic 0 %e ❑ Commercial 0 % ® Industrial 100 %
Name of wastewater treatment facility (WWTF) 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 flow 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:
❑ Current sewe�odel shows an Interceptor as being surcharged south of the manhole in question.
[ Approved i t1r,.v. Al u p A N ❑ Not Approved
❑ Current Sewer Model shows: ri4VV-ir it= NT EYci= f- 4 Pt3r ti GZ to

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
Dlvtsion of Warner Resources (FTSE--10/18)
(WSACC USE ONLY) Meadows Corporate Park Private Sewer
Section 1. Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
El Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MGD 26.500
_Estimated obligated flow not yet tributary to the WWTP, MGD 2.344
WWTP facility's actual avg daily flow, MGD 20.07 (75.74°% of permit)
Total flow for this specific request, MGD 0.006
Total actual and obligated flows to the facility, MGD 22.420
Percent of permitted flow used 94,60%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
Pump Station
Firm
(A)
Design Average
(B)
Approx. Current
(C)
Obligated, Not Yet
(D)=(B+C)
Total Current Flow
(E)=(A-D)
Available
(Name or
Permit No.
Capacity *
Daily Flow **
Average Daily
Tributary Dail Flow
m'Y Y
Plus Obligated Flow
�
Capacity —
Number)
MGD
(Firm/pf)
Flow
MGD
MGD
MGD
MGD
MGD
Lower Rocky
NCO036269
37.000
14.800
10.541
1.855
12.396
2.404
River PS
" The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that can be achieved with the largest pump taken out of service.
"Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) not less than 2.5, per section 2.02(A)(4)(c) of the Minimum
Design Criteria.
***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where Available
Capacity fs < 0.
Section Ill. WSACC Certification Statement:
I, J. Thomas Hahn, PE, certify to the best of my knowledge that the addition of the volume of wastewater to be permitted
in this project has been evaluated along the route from the connection to the WSACC interceptor 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 Section I and Section 11 plus all attached planning
assessment addendums for which I am the responsible party. Signature of this form indicates WSACC's guarantee of
capacity for this wastewater flow. Notwithstanding the guarantee of capacity, WSACC does not make a commitment to
service this wastewater flow until a building permit is requested through the Cabarrus County Building Inspections
Department and WSACC receives payment of the System Development Fee.
I It
CC's Signing Official Signature

State of North Carolina
Division of Environmental Quality
Division of Water Resources
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
RE: Meadows Corporate Park
Power Reliability Plan (Required for Portable Reliability Option Utilized for Pump Station)
To Whom it May Concern:
The undersigned applicant and owner of the proposed facility acknowledges and agrees that a portable
power generation unit or portable, independently -powered pumping units, associated appurtenances
shall be available for distribution and operation of the proposed pump station.
Sincerely,
Harris Morrison
Fortius-Richardson, LLC
363 Church Street North, Suite 240
Concord, NC 28025
[phone]