WQ0041127_Regional Office Historical File Pre 2018

Dtwislarr of Water ources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC OZT -03.00 — FA rCRACK SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16. & SUPPORTING DOCUMENTATION
Application Number:
d h, D4't'R.)
All items must be completed or the application be returned
LICANT INF+C)RMATION:
Applicant's name: City of Kannapolis (company, municipality, HOA, u
Applicant type: ] Individual C;otporation
C] Federal 0 Stale/County
Signature authority's name: Wilmer Melton,. 111. per 15 'y N[ \
Title: Director of Public. Works
4 Applicant's mailing address: 401 Lr
City: Kannapolis State: NC
5. Applicant's contact information.
Phone number. [phone] Email Address: wmeltontrr:kannapoli
Zip: 28081-0005
PROJECT INFORMATION:
l . Project name: Wayne Brothers Sewer Extension a Phase 2
Application/Project status:
If a modification, pro ide t1
El Proposed (New Permit) © Ex.isting Permit/Project
a permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: A Q00 _--
3. County where project is located: Cabarrus County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35, 4850 `' Longitude. - 7 7761 t
Parcel ID (if applicable): 46735613260000
(or 'Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
1. Professional Engineer: LiceNumber: 18947
First: 'The Estates Group
Mailing address: 572E Bed Oak 8 v
City: Chi;,triode State: NC
Phone number. (704 ) 527- 3440
470
7-
Email .Address: cisaocs@—aacisorp.cond
WASTEWATER TRLAT.MENT FACILITY (WWTF) INFORMATION:
1. Facility Name Rocky River Regional Wastewater Treatment Plant Permit Number: yr .00362
Owner Name: Water & Sewer Authority ofCabarrus County
RECEIVING DOWNSTREAM SEWER INFORMATION (if different than
l . P'ertrtit Nuniber(s): WQ
System Wide Collection System Peumit'Number(s) (if applicable}: " WQCS
Owner Name(s):
etc
El General Partnership E} Privately -Owned. Puhli
ivaticipal El Other
FORM: :ETA 04-16
Page 1 of 5

VI. GENERAL REQUIREMENTS
I. if the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
El Yes ElNo NIA
2. If the Apphcant 's a Dc cloper of lots to be sold, has a Developer's Operational „Agreement (FORM: DEVI been attached?
El Yes ENo ZN/A
3„ If the Applicant is a llomelPropertv Owners' Association, has an Operational1 I ( )RM IttTA
Yes 1,q/A
4„ Origin of ,rvastewater:(check all that a
p
El Residential Owned [11 Retail (stores, centers,. malls)
1Z Residential Leased LI Retail with food preparation/service
7 School preschool / day care LI Medical / dental / veterinary 'facilities
Lil Food and drink facilities L.1 Church
FT' Businesses / offices faciorie D Nursing Home
5, Nature of ‘vastewater % Dom.estic/Commercial
% industrial (Se-. 5A NC,,, ,
- 02T t„
. een attached?
II Car Wash
Hotel and or Motels
El Swimming .Pool /Clubhouse
Ei Swimming Pool Filter Backwash
El Other (Explain in Attachment)
100 9'l Commercial
)'Is there a Pretreatment Program in effect?
6, Has a flow reduction been approved under 1.5A NCAC 02-1 TB 14(f)?
If yes, provide a copy of flow reduction approval letter
7„ Summarize wastewater generated by project:
Establishment Type (see OZT.0114(1))
El Yes
Daily Design Flo
-
gall
a.h
Yes LI No
No
No. of Units
How
GP
gal/
gal
GPD
GPD
Total,
GPI)
GPD
GPD
0 GPD
a see ISA N(2,AC: 02T .01 14(b), jd 1. jgjj 1 jj,gjj thr caeat 10 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 .Waterwa,y .to be used as vacation rentals
as defined in G.S, 42A-4).
b Pcr 15,A NCAC 02T .01 T4(c), design flow rates for establishments not identified [in table 1.5A NCAC 0210114] shall
be determined using a,vaila.ble flow data, 'water using fixtures, occupancy or operation patterns, and other measured. data
8. Wastewater generated by project: 0 GPD (per 1 5„A NCAC 02T .01 1,41)
Do not include future flows or previously permitted allocations
if permitted flow is zero, indicate why:
DI Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect ) this line
Lil Flow has already. been allocated in Permit Number:
El Rehabilitation or replacement of existing sewer with no new flow. expected
Proposed sewer extension is tor a new deveiopment that does not yet have any proposed uses or
E Other (Explain): buiidings requiring sewer service,
FORM: FTA 0416 Page 2 of 5

VIE GRAVITY SEWER DESIGN CRITERIA Of Applicable) - 02T .0305 'Gravit- Seers:
I. Summarize gravity sewer to be permitted:
Size
8
8
Length (feet)
516
Nlaterial
PVC
DIP
>;;. Section 11 & 111 of the MDC tbr Permitting of Gravity Sewers contains information rdated 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
VIIL PUMP STATION DESIGN CRITERIA (Ii-Applicable) — 02T .0305 SI MDC nuns/ a
COMPLETE FOR EACH PUMP STATION INCLUDED IN 'ffitS PROJECT
1, Pump station number or name:
2, Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3, Design .flow of the, pump station: millions gallons per day T — capacity)
4, Operational point(s) of the pump(s): gallons per minute at :feet total dynamic head 11-D11)
5, Summarize the force main to be permitted (for this Pump Station):
Power rchabihty in accordance with 15A NCAC, 02 1 030.5(UW:
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:
[1] Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
,0305(h)(1)(C)
or
El 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 04i(i Page .3 of 5

1X. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(1)):
Does the project comply with all separations found in i5A NCAC 02-F .0305(1) & (g)
5A NCAC 02T.0305(f) contains minimum separations that sha
Setback Paran ite
*
eers and othei utilities not listed below 'vertica
provided for s
ewe
Ej Yes El No
S :
Separation Required
24 inches
ate • ains (vertical-wa over sewer includingbenchedre -hes)
r rnai
inches
10 •fee'
ReclaimedRcclairned watcrs (vertical - reclaimed over sewer)
Reclaimed water lines(horizontal - reclaimed over sewer)
*Any private or public water supply source, including any wells, WS-1- waters of Class tor
Class 11 impounded reservoirs used as a source of drinking water
**Waters classified WS (except WS-1 or WS-V), B, SA, OR\V, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX,2)
*Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
inches
ee
100 feet
50 e •
feet
Any buildi
Any baser
oundatio
Top slope ofemhankinent or cuts of f
Draina s stems and interceitor drains
e verticalhei 1
5 feet
10 fee'
10 feet
Any swimming pools
0 fee
Final earth grade (vertical) 30 niches
'15A NCAC 02T,0305(g) contains alternatives whereseparations in 02'f,0305(t). cannot be achieved,
**Stream classifications can be identified using the Division's NC Surface ‘Vater Classifications webpage
If noncompliance with 02T,0305(11t r see Section X of this application
2 Does the project comply with separation requirements for wetlands? (50 feet of separation) El Yes El No
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
• As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per I 5A NCAC 0213 ,0200? El Yes
• This would include Trout 'Buffered Streams per ISA NCAC 2B4O202
No
4, Does the project comply with an individual 404 Permit or any 401 Certifications? ED Yes El No
• Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can he obtained from the 401 &. Buffer Pennining Branch
5, Does project comply with 1.5A NCAC 02T,0 I 05(c)(6) (additional permitskertifications)? E.] Yes El No
Per 15A NCAC 02T.0105tegfil, 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, sto•rmwater managementplans, etc,),
6. Does this. project include any sewer collection lines that arc deemed "high -priority?"
Per 15A 'NCAC 0.2T,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.
r: Yes J No
• If yes, include an attachment with details for each line, including type (aerial line, size, material, and Iocatton)
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. I5A. NI AC 021, the %Mini: the Permitting. of Pump Stations
and Force Nlains flatest version), and the Gnivitv SeWer Minimum Design Ci iteria ( atest crsiun as applicable?
0 Yes El No
If No, complete and submit the VariancefAlternative Design Request application (VADC 10-14) and supporting documents
for review„Approval of the request is required prior to submittal of the Fast Track Application and _supporting
documents
Professional Engineer's Certification:
1, -7S• .=5-FSJIiN_C.5
(Professional Engineer's name froni Application Item111.1.:)
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 of my knowledge. 1 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), Althoughother 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-.215,6.A and 143-215,613, any person who knowingly makes any false
statement, representation, or certification On any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S1.0,000, as well as civil penalties up .to $25,000 per violation,
North Carolina Professional Engineer's s fftftz1td date:
.." THE ISAACS
GROUP,PC. I
ENGINEERING &
%LAND SURVEYING!
NO. C-1069 .0.
E.OF A
3. Applicant's Certification per 15A NCAC 02T *0
Wilmer Melton, III, Director of Public Works attest that this application for
(Signature Authority's, name & title from Application hem 1..3.)
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 completedand that if all required supporting documentation and attachments are not included, this
application package is subjectto being returned as incomplete. 1 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 mayinclude civil penalties,
injunctive relief, and or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this .permit be violated, 1 also understand that if alt required parts of this application package are not completed
and that if ,a11 required supporting infonnation and atta.chments are not included, this application package will be returned to.
me as incomplete,
NOTE In accordance with General Statutes 143-21.5.6A. and 14,3-215.61.A, any .person who knowingly makes any false
statement, representation., or certification in any application package shall he guilty of a Class 2 misdemeanor, which ma:y
include a fine not to exceed $10,000 as well as civil penalties up to S25,000 per violation
Signature:
Date: 7* 9 6 /
FORM: FTA 04-16 Page 5 of 5

WSACC
August 5, 2019
Mr. Michael Legg
City Manager
City of Kannapolis
401 Laureate Way
Kannapolis, NC 28081
Subject: Flow Acceptance Request —City of Kannapolis
Wayne Brothers Public Sewer Extension — Phase 2
WATER & SEWER. AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786.1783 • 704.
www.wsaoe.org
Dear Mr. Legg:
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 Kannapolis on July 26, 2019. 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 Wayne Brothers Public Sewer Extension —
Phase 2, located near the proposed Concrescere Parkway. The referenced project will serve a future commercial
development, and WSACC understands that no flow allocation is currently requested. WSACC understands that
City of Kannapolis will prepare flow acceptance request(s) in the future for the actual flow associated with this
development. The wastewater generated by this project will be conveyed through a proposed gravity system,
through the existing gravity system, and then enter WSACC's system at the existing 36-inch Rocky River
Interceptor. WSACC acknowledges it has or will have capacity for wastewater from the proposed development
based on information provided by The Isaacs Group (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 perntit for the project and when system development fees are paid pursuant to
§162A, Article 8.
If you have any questions, please call me at [phone], extension 104.
Sincerely,
. Thomas Hahn, PE
Utility Systems Engineer
cc: Misty Tutt, PE/Kannapolis
Wilmer Melton/Kannapolis
Christopher Isaacs, PE/The Isaacs Group
Michael Wilson/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC
Tront nnl-thlo/Wg A rr

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance:
DCity of Concord City of Kannapolis 11111 own ofllarrisburg 11111 owu of Mt. :Pleasant.
EICharlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: --Project # Wayne Brothers" Public Seliver. Extension Phase 2
Description: The lot ovided engineering plans and specaticattons, as prepared and sealed by Christctpher Isaacs, NCPE--, wilt] The Isaacs
Group, for the wastev,tater collection system extension consisting of approximately 2„451 linear 'et of Stinch sanitary sewer with 14
manholes and other appurtenances to serve future part:els along proposed Conorescere Parkway in Cabarrus County, vvith a wastewater
discharge of 0 GPD (there are no proposed uses or buildings at this time).
*Number of Lots:
ate:
OR *Number of Units: *IMust 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 8 -inch sanitary
sewer extension will tie-in to the existing 8 -inch sanitary .sewer system, which extends to the 36 -inch PVC
material WSACC Rocky River Interceptor
Which WSACC interceptor will the flow ultimately be discharged into: 36-inch PVC WSACC Rocky River Interceptor
What is the WSACC manhole number that the flow will be discharged into? Node, 011126
What is the quantity of flow that will be discharged? 0 GPD
How type:
El Domestic 11 Commercial 100 Industrial
Name of wastewater treatment facility (WWTH 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 ofa conncctntn into a WS:ACC interceptor:
WSACC will inspect connection before, during, and after completion.
▪ construction is not started within two (2) year front the date of approval of the flow acceptancejor ihk project, the
approval is rescinded and a second request and approval be required for the project.
WSACC USE ONLY:
DATE:
LIJ Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
Eli Approved
EII Current Server Model shows:
Not Approved

State of North Carolina
Department of Environment and Natural Resources
Ater Resources Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
AUSDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
OCity of Concord C ty of Kannapolis Town of Harrisburg Lil 1.1 of Mt. Pleasant
OCharlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title—Proect Wayne Brothers Public Sewer Extension - Phase 2
: j#
Description: The provided engineering plans find specifications, as prepared and sealed by Cr )ophe acs NUE, .with The .1saacs Group,
for the wastewater .collection system extension consisting at approximate1y 2,451 linear feel of &inch sanitary sewer with 14 - manhoies and
other appurtenances to serve future parcels along proposed Cancrescere Parkway in Cahouet; County, with a wastewater discharge of 0 GPO
ighere are no proposed uses or buildings at this firne1„
What is the quantity of flow that will be discharged? 0 (;PD
Flow type:
El Domestic of
/0 Commercial ioo El Industrial
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection point.
Pump Station
(Name or Number)
Finn Capacity *
MCI)
(A)
Design Average Daily Flow **
(rioter°
MGD
rif)
Approx. Current
Average Daily now
row)
(C) (D)
Obligated, Not Yet Total Current Flow
Trihmary Daily Flow Pius Obligated .Flow
MGD MGD
(EY-JA-D)
Available
Capacity*"*
MIGD
*The Firm Capacity of any pump station is defined as the maximum pumped Flow that can be achieved with the largest pump taken nut of service.
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor and less than 15.
*'"A .Plariniog Assessment Addendum shall be attached for each pump station located between the project connection point and the WWII' Nvhere Available Capacityis< 0,
Section It Jurisdiction's Certification Statement:
I, Wilmer Melton, ILL Director of Public Works, 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 ‘Vhere 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 iny knowledge, will not adversely affect
the downstream sewer capacity. Signature of this form indicates acceptance of this wastewater flow.
7- d 6 ?
jurisdiction's Signing Official Signature Date
Re:vision Dte:, 08/09/13

KAN NAP
.Pt.fl7iic Works
August 19, 2019
North Carolina Department of Environmental Quality
Mooresville Regional Office - Water Quality Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Re: Wayne Brothers' Sewer Extension — Phase 2
Sewer Extension
City of Kannapolis — Cabarrus County
Dear Sir or Madam:
Please find attached for your review and approval the original and one copy of the permit
application, a digital copy (pdfs) on CD of the permit application and plans, along with the $480
processing fee for the above referenced project, Also enclosed is the flow acceptance letter
from the Water & Sewer Authority of Cabarrus County stating they will accept and treat the
additional wastewater at the Rocky River Regional Wastewater Treatment Plant,
The proposed extension will connect to the existing Kannapolis sewer system which extends to
the WSACC Rocky River Interceptor. This wastewater collection system will serve the
proposed Wayne Brothers' Corporate Headquarters, Concrescere Parkway Phase II &
Finisher's Building project.
The Water and Sewer Authority of Cabarrus County Standard Specifications for Wastewater
Collections Systems were approved by your office and are being maintained by the Division of
Environmental Management. This project will be installed in accordance with these Standard
Specifications.
Please call me at 704-920-4219 if you have any questions.
Sincerely,
S 4..K.tS 4(}1. LAURE \l
7()4-92(.)-42()() WIN \A=KANNAPOI,ISNC G)V