WQ0042868_Application_20211001

KAN
Engineering
September 29, 2021
North Carolina Department of Environmental Quality
Mooresville Regional Office - Water Quality Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Re: Metro 63 Public Sanitary Sewer Extension
Sewer Extension
City of Kannapolis — Cabarrus County
Dear Sir or Madam:
RECEIVED/NCDEQ/DWR
OCT -1 2021
MOORESVILWOROS
LE REGIONAL OFFICE
Please find attached for your review and approval the original and one copy of the permit
application 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 Coldwater Creek Int Extension. This public wastewater collection system will serve
the proposed Metro 63 off of Royce Street. Metro 63 is permitting a separate private sewer
extension and private pump station under the application called Metro 63 Private Sanitary
Sewer Extension (Applicant is the TC MidAtlantic Development V, Inc).
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,
isty Tutt, PE

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:J&/60bI/ 4, 8 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1.
2.
3.
4.
5.
Applicants name: City of Kannapolis (company, municipality, HOA, utility, etc.)
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
Signature authority's name: Alex Anderson per 15A NCAC 02T .0106(b)
Title: Director of Water Resources
Applicant's mailing address: 401 Laureate Way
City: Kannapolis State: NC Zip: 28081-0005
Applicant's contact information:
Phone number: [phone]
Email Address: [e-mail]
RECEIVED/NCDEOIDIIR
OCT -1 2021
WOROS
MOORESVILLE REGIONAL OFFICE
❑ Privately -Owned Public Utility
❑ Other
II. PROJECT INFORMATION:
1. Project name: Metro 63
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: 35.4963° Longitude: -80.5571°
5. Parcel ID (if applicable): 56336990190000. 56336777140000, 56336772400000, portion of 56335899760000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Greg Welsh License Number: 33996
Firm: OAK Engineering, PLLC
Mailing address: 4929 Monroe Rd
City: Charlotte State: NC Zip: 28205-
Phone number: [phone] Email Address: greg( ,,oak.engineering
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Regional Waterwater Treatment Plant Permit Number: NC0036269
Owner Name: Water & Sewer Authority of Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16
Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ZN/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 ZN/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls)
❑ Residential Leased ❑ Retail with food preparation/service
0 School / preschool / day care ❑ Medical / dental / veterinary facilities
0 Food and drink facilities ❑ Church
❑ Businesses / offices / factories 0 Nursing Home
O Car Wash
❑ Hotel and/or Motels
O Swimming Pool /Clubhouse
O Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : N/A % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
>Is there a Pretreatment Program in effect? 0 Yes 0 No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? 0 Yes ® No
> If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
N/A
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
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 unlcnown 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 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
O Flow has already been allocated in Permit Number:
O Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
508
PVC
➢ Section II & 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: N/A
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at
5. Summarize the force main to be permitted (for this Pump Station):
feet total dynamic head (TDH)
Size (inches)
Length (feet)
Material
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)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
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
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
Yes ❑No
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A 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 ®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 (latest version) as applicable?
Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
Greg Welsh, PE attest that this application for
(Professional Engineer's name from Application Item III.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 143-215.6Ft, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which :nay
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):
I,
I
,........ li
. ,,' -7 t i
: a' SEAL r :
2
33996•
Alex Anderson, Director of Water Resources attest that this application for
(Signature Authority's name & title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters 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 143-215.6B, 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: Alex Anderson
Signature: ril �s(e/f°u18:48EDT)
Email: [e-mail]
Date: 9-13-2021
IN .
IG�'
• < I NEAR .. ��:
II.tt1 1 y'o%
07/ 19/2021
FORM: FTA 04-16 Page 5 of 5

Public Fast Track Sewer Application
Final Audit Report
2021-09-13
Created: 2021-09-13
By: Elizabeth Hassenfritz ([e-mail])
Status: Signed
Transaction ID: CBJCHBCAABAAsOtymzbi3RbempZi13QYdUnmcMOc21P1
"Public Fast Track Sewer Application" History
Document created by Elizabeth Hassenfritz ([e-mail])
2021-09-13 - 3:11:33 PM GMT- IP address: 204.84.167.66
El Document emailed to Alex Anderson ([e-mail]) for signature
2021-09-13 - 3:13:39 PM GMT
,t Email viewed by Alex Anderson ([e-mail])
2021-09-13 - 10:47:23 PM GMT- IP address: 104.47.64.254
o Document e-signed by Alex Anderson ([e-mail])
Signature Date: 2021-09-13 - 10:48:38 PM GMT - Time Source: server- IP address: 204.84.167.66
ei Agreement completed.
2021-09-13 - 10:48:38 PM GMT
Adobe Sign

OAK
ENGINEERING
September 9, 2021
COVER LETTER
RE: Public Sanitary Sewer Extension Application:
Metro 63
5700 Royce St, City of Kannapolis
Cabarrus County, North Carolina
Trammel Crow Company is proposing the construction of a speculative industrial building in
Kannapolis, North Carolina (Parcel ID 56336777140000, 56336990190000, 56336772400000,
portion of 56337862660000, portion of 56335899760000). The proposed improvements will include a
755,928-sf speculative cross -dock industrial / warehouse / manufacturing building with trailer parking and
approximately 500 vehicular parking spaces.
The building will be served by a private lift station and private 2-inch force main connecting to the
proposed gravity public sewer extension. This application includes approximately 508-feet of public 8-inch
gravity sewer. The private lift station and 2-inch force main are being permitted separately.
Thank you for your review of this project. If you have any questions regarding this submittal, please
contact me at [e-mail].
Sincerely,
Eleanor Thomas, PE
OAK ENGINEERING
oak.engineering

Metro 63
7/19/2021, 2:07:27 PM
1:18,056
0 0.13 0.25 0.5 mi
1 1 1 1 1 1 1 1 II
0 0.2 0.4 0.8 km
USGS The National Map: National Boundaries Dataset, 3DEP Elevation
Program, Geographic Names Information System, National Hydrography
Dataset, National Land Cover Database, National Structures Dataset, and
National Transportation Dataset; USGS Global Ecosystems; U.S. Census
USGS
2021 USGS

WSACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
IS014001:2015 • NC Star Public Sector • CNSAS 18001:2001
September 20, 2021
Mr. Michael Legg
City Manager
City of Kannapolis
401 Laureate Way
Kannapolis, NC 28081
Subject: Flow Acceptance Request — City of Kannapolis
Metro 63 Public Sewer
232 Davidson Hwy.
Concord, NC 28027
704.786.1783 • 704.795.1564 Fax
www.wsacc.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 September 15, 2021. 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 Metro 63 Public Sewer,
located along Lane Street. The referenced project will include a public sewer extension, with a projected
(additional) wastewater flow of 0 gallons per day (gpd). The wastewater flow associated with the Metro 63
Private Sewer was requested with a separate submittal. 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 18-inch Coldwater Creek Extension 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.
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.G.S. §162A, Article 8.
If you have any questions, please call me at [phone], exte ,:j�• 14.
Sincer
ly,
Michael Wi son
Executive Director
cc: Misty Tutt, PE/Kannapolis
Scott J. Kaufhold, PE/Kannapolis
Wilmer Melton/Kannapolis
Greg Welsh, PE/Oak Engineering
Chad VonCannon, PE/WSACC
Thomas Hahn, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

DWR
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) Metro 63 Public Sewer
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
❑ Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MGD
26.500
Estimated obligated flow not yet tributary to the WWTP, MGD 3.823
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
21.947 (82.82% of permit)
0.000
25.770
97.25%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
(Name or
Number)
Pump StationOblig
Permit No.
Firm
Capacity *
MGD
(A)
Design Average
Daily Flow **
(Finn/pi)
MGD
(B)
Approx. Current
Average Daily
Flow
MGD
(C)
ated, Not Yet
Tributary Daily Flow
MGD
(D) = (B+C)
Total Current Flow
Plus Obligated Flow
MGD
(E)=(A-D)
Available
Capacity ***
MGD
12RRWWTP
MPS
NC0036269
55.440
22.176
13.373
0.944
14.317
7.859
* 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 is < 0.
Section III. WSACC Certification Statement:
I, Michael Wilson, 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 receivin -atment plant under normal circumstances, given the implementation of the planned
improvements identified in the pl. tn• as sment where app 'cable. This analysis has been performed in accordance with local
established policies and procedur us' a .est available .: This certification applies to those items listed above in Section I and
Section II plus all attached pl. .' ing . s ss nt addendum' . which I am the responsible party. Signature of this form indicates
WSACC's guarantee of capatewater flow otwithstanding the guarantee of capacity, WSACC does not make a
commitment to sere' e this - a -wa'r ' w un a buil.. ' • permit is requested through the Cabarrus Coynty Building Inspections
DepartmentC `:yi ves ay enSy i Development Fee.
WSACC's Signing Offici s 1 Signature

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date:
DCity of Concord ®City of Kannapolis ❑Town of Harrisburg ETown of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: —Project # Metro 63 Greg Welsh OAK Engineering
Description: The engineering plans and specifications, as prepared and sealed by , NCPE, with , for
the wastewater collection system extension consisting of approximately 508 linear feet of 8 -inch sanitary sewer
with 5 manholes and other appurtenances to serve located off/on of , with a wastewater discharge of
0 GPD. Metro 63 Lane Street
*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 8 -inch sanitary
sewer extension will tie-in to the existing 8 -inch sanitary sewer system, which extends to the 18 -inch DIP
material WSACC Interceptor Coldwater Creek Int Extension
Which WSACC Interceptor will the flow ultimately be discharged into: 18:-inch DIP WSACC Coldwater Crk Int Ext
What is the WSACC manhole number that the flow will be discharged into? +/- Node 010758
What is the quantity of flow that will be discharged? 0 GPD
Flow type:
❑ Domestic % ❑X Commercial 100
❑ Industrial
Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
n 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: q (to/ toil
❑ Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
❑ Approved ❑ Not Approved
❑ Current Sewer Model shows: Iv I h 0 , 1 rt P►- rLn W Ell l b c.Tlu*J r GZtkEi ► C D
E-2
APPENDIX E

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date:
['City of Concord ®City of Kannapolis ['Town of Harrisburg ❑Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: -Project # Metro 63 Greg Welsh OAK Engineering
Description: The engineering plans and specifications, as prepared and sealed by , NCPE, with , for
the wastewater collection system extension consisting of approximately 508 linear feet of 8 -inch sanitary sewer
with 5 manholes and other appurtenances to serve located off/on of , with a wastewater discharge of
0 GPD. Metro 63 Lane Street
*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
❑X 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 18 -inch DIP
material WSACC Interceptor Coldwater Creek Int Extension
Which WSACC Interceptor will the flow ultimately be discharged into: 18 -inch DIP WSACC Coldwater Crk Int Ext
What is the WSACC manhole number that the flow will be discharged into? +/- Node 010758
What is the quantity of flow that will be discharged? 0 GPD
Flow type:
❑ Domestic % ❑X Commercial 100 �/ ❑ Industrial
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 sewer model shows an Interceptor as being surcharged south of the manhole in question.
❑ Approved ❑ Not Approved
❑ Current Sewer Model shows:
E-2
APPENDIX E

DWR
Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
❑City of Concord ®City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: —Project # Metro 63 Greg Welsh OAK Engineering
Description: The engineering plans and specifications, as prepared and sealed by , NCPE, with , for the
wastewater collection system extension consisting of approximately 508 linear feet of 8 -inch sanitary sewer with 5
manholes and other appurtenances to serveMetrolocated off/on of Lane, with a wastewater discharge of 0 GPD.
6.3 Street
What is the quantity of flow that will be discharged? 0 GPD
Flow type:
❑ Domestic
% ❑x Commercial 100 % ❑ Industrial
%
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection point.
Pump Station
(Name or Number)
Firm Capacity *
MGD
(A)
Design Average Daily Flow **
(Firm/pf)
MGD
(B)
Approx. Current
Average Daily Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily Flow
MGD
D= (B+C)(E)=(A-D)
Total Current Flow
Plus Obligated Flow
MGD
Available
Capacity***
MGD
* The Firm Capacity of any pump station is defined as the maximum pumped flow that can be achieved with he largest pump taken out of service.
""Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor not less than 2.5.
***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where Available Capacity is < 0.
Section II. Jurisdiction's Certification Statement:
I, Alex Anderson, Director of Water Resources, 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.
Aal'/IedeKoe Sep 13, 2021
Alex Anderson (Sep 13, 20211r56 EDT)
Jurisdiction's Signing Official Signature Date
Revision Date: 08/09/13

COK Sewer Flow (Public)
Final Audit Report
2021-09-13
Created: 2021-09-13
By: Elizabeth Hassenfritz ([e-mail])
Status: Signed
Transaction ID: CBJCHBCAABAAdJP7 L5TeA1WilYHctf28Jrc1hPFfXuP
"COK Sewer Flow (Public)" History
f Document created by Elizabeth Hassenfritz ([e-mail])
2021-09-13 - 3:10:33 PM GMT- IP address: 204.84.167.66
G? Document emailed to Alex Anderson ([e-mail]) for signature
2021-09-13 - 3:10:56 PM GMT
t Email viewed by Alex Anderson ([e-mail])
2021-09-13 - 8:24:10 PM GMT- IP address: 104.47.64.254
b° Document e-signed by Alex Anderson ([e-mail])
Signature Date: 2021-09-13 - 10:56:17 PM GMT - Time Source: server- IP address: 204.84.167.66
Agreement completed.
2021-09-13 - 10:56:17 PM GMT
Adobe Sign