WQ0041201_Regional Office Historical File Pre 2018

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
ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number: t
(to he completed by MR)
All items be completed or the application will be returned
I. APPLICANT INFORMATION:
Applicant's name Fortius-Richardson,.LIC (company, municipality, HOA, utility,. etc,)
Applicant type: 11 Individual Z Corporation General .Partnership
0 Federal 0 State/County D Municipal
3. Signature authority's name: Harris 'Morrison per 15A. lg.lAL(,)ZTL.,tttQKab)
'rifle: Owner
4, Applicant's mailing address: 3 Church Suite 240
City: Concord State: NC
5. Applicant's contact -information:
Phone number: [phone] Email .Address: harris.harrisino.
Zip: .28025-
IL PROJECT INFORMATIO.N:
I. Project name: Meadows Corporate Park
2 ApplicationTroject status:
0 Privately -Owned Public Ulility
[1] Other
Z Proposed (New Permit) 0 Existing PermitiProect
If a modification., provide the existing permit number: WQ00and 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: 35.3985Longitude:. -80,6969'
5, Parcel ID (if applicable): 4690-44.-0279
(or Parcel :ID to closest downstream sewer)
Hi. CONSULTANT INFORMATION:
1. Professional Engineer: Luke Bugenske, PE
Firm: OAK Etwincern. PLLC
Mailing a.ddress: 828 East Blvd
City: Charlotte State: •NC Zip: 28203-
Phone nurnber: [phone] Email. Address: lukcii)oak.en
License Number: 045345
neering
IV. WASTEWATER TREATMENT FACILITY (WWII') INFORMATION:
1. Facility Name: WSACC Rocky River WWTP
Owner Name: Water & Sewer Authority l'CabarrusCount
Permit Number: NC0030269
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(' WQ0012749 Downstream (Receiving) Sewer Size: 8 inch
.tix,tern Wide ccii]ection Svstem Permit Number(s)(lif WQCS00326
Owner Namc(s): Citv olConcord
FORM: FTA. 04- I 6 Page 1 of 5

GENERAL. REQUIREMENTS
1, If the .Applicant is a Privately -Owned Publtc liOlity, has a Certificate of Public Convenience and 'Necessity been attached?
0 Yes DNo N/A
2. If the Applicant is a Developer of lots to be sold, has a .Deyelucr:,5. Qperational AerceinentlFORM: DIA:1 been attached?
0 Yes 0No
3, If the .Applicant is a Flome/Property Owners° A.ssociationj.5as an Operational Agreement (FORM.: HOAj, been attached?
0 Yes flNo 1NA
4, ktgin of wastewater: (check all that apply):
0 Residential Owned
0 Residential Leased
11 School 1 preschool / day care
0 Food and drink facilities
El Businesses I offices factories
0 Retail (stores, centers, malls)
Lj Retail with food preparationiservice
0 Medical dental / veterinary facilities
0 Church
j Nursing Home
5. Nature of wastewater 0 '.!/,') Domestic/Commercial 0 Commercial
100 % Industrial (See 15.A. ,NC AC o2T 010312:s)))
s there a Pretreatment Program in effect? Ye
6. flas a flow reduction been. approved under 1,5,ALNKA(.7SQLQ11411t)? LI Yes No
r If ,es, provide a ropy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02E0114
Warehouse/Distribution - Building A
Warehouse/Distribution - Building B
)esign Flow u.b
100 gaUbay
100 gal/bay
0 Car Wash
0 Hotel and or Motels
0 Swimming Pool Clubhouse
0 Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
No.ofl.nits Flow
3 8 3800 GPD
26 2600 GPD
gal GPD
gal
gal/
gal
GPD
GPD
CiPD
6400 GPD
a See 1 \ NC AC 021 .01140)1, (4), (0(1:1ark(c.1(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 cast of the Atlantic Intracoastal 'Waterway to be used as vacation rentals as defined
in (1,i,5„:42,i1V4),
b Per 15A N(. \C 02T .0114(c), design flow rates for establishments not identified [in table 15.A NCA(12T.011,l-} shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: GPI) (per 15A NCAC 02T .0)14)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
LI Purnp Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
D Flow has already been allocated in Permit Number:
0 Rehabilitation or replacement of existing sewer with no new flow expected
0 Other „
FORM: ETA 04-16 Page .2 of 5

VII. GRAVITY SEWER DESIGN CRIITERIA (If Applicable) - 02T_.0305 & UI DC (Graff°its= Sewe
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Materi
PECEIVEDeNvC1' ENIRI1„t'
NAL OFFICE
Section II & I11 of the MDC for Permitting of Gravity Sewers contains information related, to design criteria
Section ttt contains information related to minimum slopes for gravity sewer(s)
Oversiing Lines to meet minimum slope requirement is not allowed and a violation of the MDC
``III. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & "t1D( (Pump Stations/Fo
COMPLETE FOR EACH PRIMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: Lift Station.
2„A.pproxiimate Coordinates (Decimal Degrees): Latitude: 35:3985' Longitude; -S(16977'
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 tbrce main to be permitted (for this Pump Station):
Power reliability= in accordance with I5 \ NC \C 02
❑ Standby power source or pump with automatic activation and telemetry - i5 \ CAC. 02T .0305(h)(l)G.I3'l:
Required for all pump stations with an average daily flow greater than or 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 - l 5 ; NCAC 02T
.0305(hy(1)(C
q
or
ual to
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .030:5(0(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,
lithe portable power source or pump is dedicated to multiple pump static ns, 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 3of5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
I. Does the project comply with all separations found in 15.A NCAc 02-r ,0305u0 (11
• ISA INCA( 02T.0305(0 contains minimum separations that shall he provided for sewer s e
E Yes .0 No
Setback Parameter* JarattonRcq
Storm sewers and other utilities not listed below (yertical) 24 inches
T nains (vertical:water over sewer includinz in benched cliches) 18 inches
rater mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer) 18 inches
2 feet
10 feet
Reclaimed water lines (horizontal - reclaimed over sewer)
*Any private or public water supply source, including any wells. WS-I waters of Class I o
Class II impounded reservoirs used as a source of drinking water
Waters classified WS (except WS-I or WS-V), B, SA, ORW, FIQW, or SB from normal
'gli water(ornde elevation) and wetlands kfee item IX 2)
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
[
Any building foundation
Any basement
Fop slope of embankment or cuts of 2 feet or more v
raina re ‘3,,:stems and inte
Any swimming pools
earth I.:trade (vertical)
ntor drains
100 feet
.50 feet:
1.0 feet
5 feet
10 feet
5 feet
10 fee
30 inches
1.5A N.:2A(17.02T.0305(g) contains alternatives where separations in 02T.(30511) cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface Water Classifications wehpave
• lf noncompliance with 0,2J.,03,051tiortg, see Section :X of this application
2. Does the :project comply with separation requirements for wetlands? (50 :feet of separation) D Yes
• See the Division's draft separation requirements for situations where separation cannot he 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 NC,Ac 028 .0200?
• This would include Trout Buffered Streams per I 5,,,k NCAC 28.0202
4. Does the project require coveragelauthorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
• Information can be obtained from the 401„..,5_P41ferpermifingDra04).
El Yes
No Z
N/A
5. Does project comply with _15A„NC.,5c,: 02;j: .0 1,95L',L_10) (additional perm:its/certifications)? Yes LJ No
Per 15A NCAC 021.0105(001 directly, related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance c.4 this permit. is contingent on issuance of dependent permits (erosion and
sedimentat.ion control plans, stormwater management plans, etc.
6. Does this project include any sewer collection lines that are deemed "high -priority'?"
Per 1,5AM7ASLOT11..04 q, "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.
Cl Yes
No 1 N/A
• if yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall he inspected by the permittee or its representative at least once every six-inoriths and inspections
documented per 1.5,A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: F TA 04-10 Page 4 of 5

X. CERTIFICATIONS:
1, Does the submitted system comply with 1), NCAC 02,f, the Minimum Desj.g_n Cr era for the Perinittiniit Plum Statimb
gioy.s.,14e.!).1 icmstl, and the Sewer Mini FT1 LI m Design Cr iteriAilatest versiOjn&s applicable'?
Yes DNo
If No, complete and submit the Variance/Alternative Design Request application (V ADC 10-14) and supporting documents for
review, 14_.pprcival of the request is required prior t submittal of the Fast Track Application and supporting documents..
Professional Engineer's Certification:
1, Luke J. Bugenske, PE
(Professional Engineer's name from Application Item III.1 .)
attest that 'this application for
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 ofray 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 1 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 943-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, a_ FA 5 VIA 1;4.04 o4 L._ Cp - riektk 1.4 lit&E.0._
(Signature Authority's name & title from Application
SEAL
; 045 3 45•
4*
*41A00 1,,itt
, ButBB
.1qtriAL
test that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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 it
all required supporting information and attachments are riot included, this application package will be returned to me as
incomplete.
NOTE -- In accordance with General Statutes 1,13-2 1.5,(sA and ,1„: -215._fif„ 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:
FORM: FTA 04-16 Page 5 of 5

SOS1D: 1733413
State of North Carolina
Department of the Secretary of State
LIMITED LIABILITY COMPANY
ARTICLES OF ORGANIZATION
Date Filed: 7/31/2018 10:5.5:00 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 of the limited liability
company is:
363 Church St North, Suite 240
Concord, NC 28025
Cabarrus County
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 ofthe
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.
avid S. Rugani, Organizer
9346

red Brown.Box 308, Concord, NC 2 ' rdtx.gov
igh Per Or e Living
c17,1501111.11111111111111
July 3, 2019
Fortius-Richardson, EEC
Harris Morrison., Owner/Registered Agent
363 Church St North, Suite 240
Concord, NC 28025
P) 704-786-8888
harris(4,!harrismorrison.com
SUBHAI:T: 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 Pan Seal Date: February 1.2, 2019
WSACC Rocky River WWTP ---NC0036269
City of Concord, Cabarrus County, North Carolina
Dear Mr, Morrison:
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 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 Rcl,, 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 ENGIN.EERS, 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] Z5 • Fax [phone]

CONCORD. THE SIGNATURE OF THE CITY OF CONCORD ENGINEER MAY NOT BE
RELIED UPON TO F,STABLISH ANY DUTY OR RELATIONSHIP (SUCH AS A THIRD
PARTY BENEFI(IARY) 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 he construed as an Authorization to Construct by the City of Concord. Alt
applicable permits associated with this project must be obtained and copies must be presented on site
prior to commencetnent 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 .1.5A
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 pail of the project that
does not meet North Carolina Administrative Code Title 1.5A 02T.0300, as applicable.. Failure to comply
may result in penalties in accordance with North Carolina General Statute §1143-215.6A through §1.43-
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.
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, ff 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 he 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 1.5A NCAC 2T for final approval and the Fortins-
Richardson, LLC's engineer must certify that the private wastewater collection system has been installed
in accordance with North Carolina

zzaltlistr4 live Code 5A NCAC 2T. A copy ca the engincei ions, r°iva e system tare
plena nira eept atee letter, and correspondences, as applicable must be sub tla tied to the City of Concord.,
Since'°e
tyConcord
Sue
Hyd
M. Sue 1~lvde, P
Director of Enginee
Digitally it lly signed
by Sue Hyde
Date: 2019.07,05
11: 1: -04' C'
Date
t ach aen s; SACC Apprt
/14 signed by aae M. Hyde on 7 2Cit
-tll•rl l signed by 1, Thomas Mehra, art Inn cS, 0
Electron'
Project
Sinner y,
City of Concord
Oak Engin
Luke J. l u enske, a PE
88 East S3ulcva
Charlotte,2820
f) 803.31 5074
Inke,r G?ak.ess mania„
Thomas A. Bach, Engineering Maga
Gary Stansbury, Construction Adrainii
iter Resources, bacht@conesardrac;
shaary r eaanco dnc,dov
tw . Sue Hyde, Di e etaar r7 1?n in hydest' e aneardnc. av

Division of Water Re (II
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(JURISDI(TION USE ONLY)
adows Corporate Park Priv te Sew€r—i'roject #20159
Jurisdiction Requesting Flow Acceptance for Collection System:
[ECity of Concord LjC1ty of Kannapolis LjTown of Harrisburg
OCharlotte Mecklenburg Utilities
Project. Title, Descriptimt, and Number of Lots./Unit:
Project Title: Meadow Coroorate Park Private Sewer— (CoC.Project #2018-059)
Descriptaon jJjMeadows Cor- rate Park err Meeting plans and specifications, as prepared and sealed by Luke k
Bugenske, NCPE, with Oak Engineeringi, for the wastewater collection system extension consisting of a private lift station Nvith
pump rate of 28 opm at 34 T.Dli and approximately 862 linear feet of 2-inch PVC and 97 linearl'A-in.ch DIP force main.
and other a on ances serve a 112 000 s .11. and an 80 000 s —kij,iiji 1Qho1Rd..
with an industrial wastewater discharge of 6,400. GPI).
What is the quantity of flow that will be discharged? 6400
Flow type:
LI Domestic
LI Commercial
Pleasant
Z Industrial %
Section 1 - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interce tor connection point
Pump Station
(Name or Number)
NIA
Firm Capacity *
NICD
(A) (13)
Desip Age .Dadv Flow **' Approx Carrera
(Firm:p0 Aveoge Dal Flow
D MU)
(C) (1)) titt t3+C)
Obligated, Not Yet Too! citcretti
Tributary Datti, Hew Plus Obligated Flow
mcio MCI)
1
Available
Capactly*""
.ICI)
* The Firm Capacity of any pump station is: defined as the maximum pumped now That caa he achieved with the largestIargeo purnp taken out of service.
"'Design Average Daily Flow is the firm capacity of the pump station divided hy a peaking factor not less than 2.5,
*"A Planning Assessment Addendum Shall he attached foreach pump station located between the project connection. point and the VeWill' where Available Capacity is < O.
Section It Jurisdiction's Certification Statement:
L 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 sa.nitary 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 m.y knowledge, will not adversely affect the downstream sewer
capacity. Signature of this form indicates acceptance of this wastewater flow.
Sue Hyde ,Datigeit:a2lloyis,i7on6e,di7biy7116 5ue2Hoydoe4,00,
Jurisdiction's Signing Official Signature
Date
Revision Date0841943

WSACC
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
WATER
OF CABARRUS COUNTY
232 Davidson H.
Concert NC Hv
704. 6.1703 • 704.795,1564 Fax
www.wsacc.org
Dear Mr. Payne:
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 servkes shall occur upon
application for a building permit for the project and when system development fees are paid pursuant to
N.C.G.S. §162A, Article 8.
If you have any questions, please call me at [phone], extension 104,
Sincerely,
64, 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
City of Concord EiCity of Kannapolis E)Town of Harrisburg EJTown of Mt. Pleasant
['Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Meadows Corporate Park Private Sewer- (CoC Project #2018-05 ,)
Description: The Meadows Corporate Park engineering plans and specifications as prepared and sealed by Luke J.
Sugenske, NCPE, with Oak Engineering, for the wastewater collection system 1Nfepsioo c,onsistmg. of a private. lift
station wjthonip rate of 28 gpm at 34 TQl-tend a2nroxitnately 862 hug feel of 2-',,Inch PVC and 97 linear feet of 4-irlch
DIP force main. and other appurtenances to serve a 1,12.000 sq ft. and an 80.000 so. ft. industria snec buildin
off of Pi ts Sctlosil ltd,. with an industrial wastewater discharge6.40 PD,
*Number nf Lots,, 1 OR *Number of Units: *Must be included in request.
Where wilt the new line be connected:
O 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 w • in - WSACC
Middle Coddle Creek Interceptor
Which WSACC Interceptor will the flow ultimately be discharged into: 30-inch PVC ntateriai WSACC Middle
Coddle CreeUnterceptor
What is the WSACC manhole number that the flow will be discharged into? +i- Node 011571
What is the quantity of flow that wilt be discharged? (,400 GPI)
ROW type:
El Domestic yt 0 Commercial 0
0/
Industrial100 %
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.
construction is not started within two (2) year from Ike 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
ACC USE ONLY:
5/ Current sew,sziodel shows an 1 o being surcharged south of the manhole in question.
Approved
0 Current Sew del shows: ElccE"51 Afa,c. fry tat
c
Not Approved

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE -10/18)
(WSACC USE ONLY) Meadows Corporate Park Private Sewer
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC00.36269
Muddy Creek Wastewater Treatment Facility — Permit #NOX181621
TP facility's permitted flow, MGD
26.500
Total flow for this specific request, MGD 0.006
Total actual and obligated flows to the facility, MGD 22.42
Percent of permitted flow used 84.60%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
(Name or
Number)
Pump Station
Permit No.
Firm
ity *
MGD
(A)
agn Average Approx Curcent
oily Flow ** Average Daily
(Firmtpf) Flow
MGD MGD
(C)
Obligaltd, No Yet
Tributary Day Flow
MGD
(0) = (B+C)
Total Current Flow
us Obligated Flow
MGD
(E)=(A-D)
Available
Capacity***
MGD
Rocky
NC0036269
r PS
37.000
14.800 10.541
1.855
12.396
2.404
* The Firm Capacity (dais° flew) of any pump station is defined as the maximum pumpedpump taken out of service.
**Design Average Daily Flow is the firm capacity of the pump station divided by peaking factor (pf) not less than 2.5, per Section 2.02(Ag4Xc) of the Minimum
Design Criteria.
***A Planning Assessment Addendum shall be snitched for each pump station located between the project connection point and the WWTP where Available
Capacity is <II.
Section III. WSACC Certiflcaton Statement:
I, J. Thomas Hahn, PE, certify to the best ofmy knowledge that the addition ofthe 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 II 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.
CC's Signing Official Signature 'Dat

State of North Carolina
Division. of Environmental Quality
Division of Water Resources
610 F. Center Avenue
Mooresville, North Carolina 28115
[phone]
RE: IVieadows 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
For:bus-Richardson:, LIC
363 Church Street North, Suite 240
Concord, NC 28075
[phone]

F

ept
ba
25, 2019
COVE ER
: Prii
IVEDIN
Sewer Extension Applicaticari Meadows Corporate Patti
pt
IOWIOWAN OFFCL.
700 Pitts School Rd, Concord, NC
Radius -Richardson, LLC is proposing the construction of two new speculative industrial/ ehous ng
facilities at 780 Pitts School Road in Concord, North Carolina )Parcel ID a 2 ` ), The Freoposed
'
improvements will include a 112,000-st building, an 80,000i-4 building, shared truck court sand
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 suer lateral, This application includes approximately 862-feet of private 2•inch PVC farce main
and its associated lift station to be permitted, An additional 2-feet and 1 r 3-feet of non -permitted private
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, pleas
contact me at luk oak.engineering,
Sincerely,
Luke Bugenske P
OAK M. n I E
o ak,engineerin