WQ0042919_Application_20211021

OAK
ENGINEERING
September 9, 2021
COVER LETTER
RE: Private Sanitary Sewer Extension Application:
IVED/NCDEQ/DWR
OC 7 2021
MOORESVILLE REGI o NAL OFFICE
RECEIVED
CDEQ/DWR
OCT 12 2021
WQROS
MOORESVILLE REGIONAL OFFICE
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 a
proposed gravity public sewer extension. This application includes approximately 1,760-feet of private 2-
inch PVC force main and its associated lift station to be permitted. An additional 570-feet of non -permitted
private 6-inch PVC will connect the building 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,
Eleanor Thomas, PE
OAK ENGINEERING
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:14(1)0N- (7( (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
RECEIVED/NCDEQ/DWR
OCT 2 1 2021
WQROS
MOORESVILLE REGIONAL OFFICE
1. Applicant's name: TC MidAtlantic Development V, Inc. (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: David Neuman per 15A NCAC 02T .0106(b)
Title: Vice President
4. Applicant's mailing address: 2100 McKinney Ave, Ste 800
City: Dallas State: TX Zip: 75201-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
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
Finn: OAK Engineering, PLLC
Mailing address: 4929 Monroe Rd
City: Charlotte State: NC
Phone number: [phone]
Zip: 28205-
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 ®NIA
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 ®NIA
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
® Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
El Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect? El Yes El No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® 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 a,b
No. of Units
Flow
Warehouse
100 gal/loading bay
176
17,600 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
17,600 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.0114] shall be
detennined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 17,600 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:
El Rehabilitation or replacement of existing sewer with no new flow expected
El Other (Explain):
FORM: FTA 04-16
Page 2 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
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 El 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 Pennitting 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

North Carolina Secretary of State Search Results Page 1 of 1
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Business Corporation
Legal Name
TC MidAtlantic Development V, Inc.
Information
Sosld: 2163209
Status: Current -Active 0
Date Formed: 4/5/2021
Citizenship: Foreign
State of Incorporation: DE
Fiscal Month: December
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Corporation Service Company
Addresses
Mailing Principal Office Reg Office
2100 McKinney Ave Ste 800 2100 McKinney Ave Ste 800 2626 Glenwood Ave Ste 550
Dallas, TX 75201 Dallas, TX 75201 Raleigh, NC 27608
Reg Mailing
2626 Glenwood Ave Ste 550
Raleigh, NC 27608
Officers
Stock
https://www.sosnc.gov/online_services/search/Business_Registration_Results 10/13/2021

WSACC
IS0140011015 ♦ NC Stu Pu61ic Sector • OHSAS 1400t2001
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 Private Sewer
Dear Mr. Legg:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786.1783 • 704.795.1564 Fax
www.wsacc.org
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 Private Sewer,
located along Lane Street. The referenced project will serve a warehouse with 176 bays, with a projected
(additional) wastewater flow of 17,600 gallons per day (gpd). The wastewater generated by this project will be
conveyed through a proposed pump station and force main, a proposed and 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 n 214.
Sincer
Michael son
Executive Director
cc: Misty Tutt, PE/Kannapolis
Scott J. Kauthold, PE/Kannapolis
Wilmer Melton/Kannapolis
Greg Welsh, PE/Oak Engineering
Chad VonCannon, PE/WSACC
Thomas Hahn, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

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 Private Sewer
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
n 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)
0.018
25.788
97.31%
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
Capacity *
MGD
(A)
Design Average
Daily Flow **
(Firmlpf)
MGD
(B)
Approx. Current
Average Daily
Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily Flow
MGD
(D) = (B+C)
Total Current Flow
Plus Obligated Flow
MGD
(B)=(A-D)
Available
Capacity***
MGD
RRRWWTP
MPS
NC0036269
55.440
22.176
13.373
0.962
14.335
7.841
* The Firm Capacity (design flow) 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 (pt) 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 W\VTP 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 receiving treatment plant under normal circumstances, given the implementation of the planned
improvements identified in the planning .ssessment where applicable. This analysis has been performed in accordance with local
established policies and procedures . the best av• • able data. This certification applies to those items listed above in Section I and
Section II plus all attached plant ' ssment ai ' tuns for which I am the responsible party. Signature of this form indicates
WSACC's guarantee of capac is wastew ow. Notwithstanding the guarantee of capacity, WSACC does not make a
commitment to service this building permit is requested through the CaFjarrus Coyhty Building Inspections
Department an-15QC j ent . ► e System Development Fee.
WSACC's Signing Official Signature

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: _-Proiect # Metro 63 (Private Force Main & Pump Station)
Qreg Welsh QAK Engineering
Description: The engineering plans and specifications, as prepared an s a ea by N PE with �'or
'lorce iam1 station
the wastewater collection system extension consisting of pproximately wear fee o t c anttaiysewer
with manholes and other appurtenances to serve Metrolocated off/on of Lane, with a wastewater discharge of
17'600GPD. 63 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
2" force main
Describe the location of the tie-in line to which the new sewer line will connect: The proposed -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 C rk 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? 17, 600 GPD
Flow type:
❑ Domestic % I=1 Commercial 100 % [] Industrial
Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
El 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 t/ie project.
WSACC USE ONLY: DATE: q (lotion
❑ Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
❑ Approved ❑ Not Approved
❑ Current Sewer Model shows; Sv.FFic.►G t-APALLxy f-oIL fl l (ovb G00 AT
AVGtiZA(k Dot!? FLow I;OprIrt-t0 N 5
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 (Private Force Main & Pump Station)
Greg Welsh QAK Engineering
Description: The engineering plans and specifications, as prepared and !led by N PE�}',with or
the wastewater collection system extension consisting of approximately °earefeetao an�-inc-hmsanitary sewer
with manholes and other appurtenances to serve Metrolocated off/on of Lane, with a wastewater discharge of
17,600GPD. 63 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
2" force main
Describe the location of the tie-in line to which the new sewer line will connect: The proposed -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? 17, 600 GPD
Flow type:
❑ Domestic % 0 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:
❑ 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

State of North Carolina
Department of Environment and Natural Resources
Division of Water 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 (Private Force Main & Pump Station)
J Greg Welsh OAK Engineering
Description: The engineering plans and specifications, as pgar d and seaaled byn pu�NCPEEroo with
o• for the
wastewater collection system extension consisting of approximately inea eel of mcn sanitary sewer with
manholes and other appurtenances to serveMetrolocated off/on of Lane with a wastewater discharge of17, 60GPD.
63 Street
What is the quantity of flow that will be discharged? 17 , 600 GPD
Flow type:
❑ Domestic
% x❑ Commercial 10 0 % ❑ 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)
Total Current Flow
Plus Obligated Flow
MGD
(E)=(A-D)
Available
Capacity***
MGD
* 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 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.
Wer Xenoh
Sep 13, 2021
Jurisdiction 's Signing Official Signature Date
Revision Date: 08/ 09/ 13