WQ0040924_Application (FTSE)_20190612

C)
ORSBORN ENGINEERING GROUP
610 EAST MOREHEAD STREET, SUITE 106
CHARLOTTE, NORTH C.AROLINA 28202
PHONE [phone]
FAx [phone]
To: NCDEQ-Mooresville Regional Offic
610 E. Center Avenue, Suite 301
Mooresville, NC 28115
[phone]
Attn: Barry Love
Qtv. Date
TRANSMITTAL
W�(?%VPD/NC0EN
1�R
Project: 18042
7800 Tuckaseeg�r��'` gjf&VILLOFFICE
Date: 05/22/2019
Sent Via: Fedex
Description
R9CFIVE0/NC0ENR/DWR
JUN -s 4 r 019
WCIROS
MOORESVILLE REGIONAL OFFICE
1
Fast Track Application (original)
1
Fast Track Application (copied)
1
Cover Letter
1
Application Fee - $480 (Check 3824)
1
FTSE
1
Site Map (QUAD)
® For Approval
® For Review and Comment
❑
Returned for Corrections
❑ For Your Use
❑ Approved as Submitted
❑
Returned After Review
❑ As Requested
❑ Approved as Noted
❑
Resubmit for Approval
Barry,
Enclosed is the Fast Track Application submital package for 7800 Tuckaseegee Road (Land Development Project
Number, LDC-2019-00096).
Please let me know if you need anything else.
Thank You
Copied To: Signed:
Blong Yalig, El

DWR
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 DOCi'VENTATIO,N
Application Number: W 01 cue completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
MAY 20 2019
MOORESVILLE REGIONAL OFFICE
1.
Applicant's name: W/C CLT Owner VIII, LLC (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: Craig
Dannegger per 15A NCAC 02T .0I06(b)
RECEIVEDINCI)ENRIDWR
Title: Vice President
J u N - 4 2019
4.
Applicant's mailing address: 200 W Madison St, Suite 1625
City: Chicago State: IL
Zip: 60606-
WQROS
IJIOORESVILLE REGIONAL OFFICE
5.
Applicant's contact information:
Phone number: 312 386-7157
Email Address: cannegger(a,clariuspartners.com
II. PROJECT INFORMATION:
1. Project name: 7800 Tuckaseegee Road
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: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.246°Longitude:-80.957'
5. Parcel ID (if applicable): 055-271-02
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jeffery C. Orsborn License Number: 028786
Firm: Orsborn Engineering Group, PA
Mailing address: 610 E Morehead St., Suite 106
City: Charlotte State: NC Zip: 28202-2614
Phone number: 704 749-1432 Email Address: jorsbomAorsborn-eng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek Permit Number: NCO024970
Owner Name: CLTWater(CMUD)
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQUnknown Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): CLTWater(CMUD)
FORM: FTA 04- l6 Pagel 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 ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association. has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : % Domestic/Commercial % Commercial
100 % Industrial (See 15A NCAC 02T .0103(20D
I 'A Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Hasa 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 221.0114(fl)
Daily Design Flow',b
No. of Units
Flow
Warehouse
100 gal/loading bay
70
7,000 GPD
Office
25 gal/employee
160
4,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
11,000 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project:_ GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

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" 1,304 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
VHI. 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:
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 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
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)
10)1
❑ 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) & (0
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
MINEEFEM
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 U 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 cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or W, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [—]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 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
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
➢ 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 02L 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:
I, Jeffery C. Orsborn 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 143-215.613, any person who knowin y makes any false
statement, representation, or certification in any application package shall be guilty of a Cla s 2 is meanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. �,
........`�N.... �..... • .�. fr....................
.
North Carolina Professional Engineer's seal, signature, and date:
87 �.
111��� ���°�•
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Craig Dannegger, Vice President 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: Date: S���/ZOI�
FORM: FTA 04-16 Page 5 of 5

' r
7800 Tuckaseegee Road
Charlotte, North Carolina
Project Narrative
May 13th 2019
This project proposes a single industrial/warehouse building approximately 395,000 sf along
with supporting parking and truck -court infrastructures. Building will be served by a new 8"
private sanitary sewer collection system. Private collection system tie-in to existing public 8"
sanitary sewer along Tuckaseegee Road.

State of Noi-th Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Orsborn Engineering Group, PA
Project Name for which flow is being requested: 7800 Tuckaseegee Road (Warehouse)
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit 9: NC0024970, NC0024945, NCO024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 13.141
e. WWTP facility's actual avg. flow 73.892
f Total flow for this specific request 0.011
g. Total actual and obligated flows to the facility 87.244
h. Percent of permitted flow used 88.1 %
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations
located between the project connection
point
and the WWTP:
(A)
(B)
(C) (D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump Pump
Average
Approx.
Not Yet Total Current
Station Station
Firm Daily Flow**
Current
Tributary Flow Plus
(Name or Permit
Capacity, * (Firm / pfl,
Avg. Daily
Daily Flow, Obligated
Available
Number) No.
MGD MGD
Flow, MGD
MGD Flow
Capacity***
Paw Creek
10.30 4.120
5.699
0.876 6.575
-2.455
* 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 the Available Capacity is < 0.
Downstream Facility Name (Sewer): Unknown
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-18

III. Certification Statement:
Keri Cantrell
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 to the
receiving wastewater treatment facility and that the flow from this proj ect 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 Sections I and II plus all attached planning assessment
addendums for which I am the responsible party. Signature of this form certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
Signing O icial Signature
Chief Engineer
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
13.3 % and 0876 MGD of the Available Capacity (E) in Pump Station
PawCreek and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.876 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Paw Creek Force Main Replacement is In design or under construction with
planned completion in Paw Creek Force Main - 2020 ; and/or
d. The following applies:
Charlotte Water's Community Investment Plan has allocated funds for improvements to the Paw Creek force main and a five -million
gallon EQ basin at Long Creek Pump Station. Long Creek and Paw Creek pump stations operate as a system using SCADA data to
determine the rate of flow delivered from the upstream pump station, Long Creek, to Paw Creek the downstream facility. Long Creek
pump station has the ability to transfer flows to flow equalization tanks during peak flow events and then meter out flow to Paw Creek as
flow conditions allow. In addition, the basins for both stations are large and result in a daily peaking factor of 2.06 at Paw Creek Station,
which allows the stations to operate safely at flows greater than 40 % of the firm pumping capacity.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner frorn complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Sighing Official Signalure
.t
5/13/2019
Date
Page 3 of 6
FTSE 10-18

m
\ xNFs RD
Ef
-PROPOSED PRIVATE
--QD ANITARYSEWER
0
P'
0
TE BOUNDARY
41"
0 Ir' _.' I/ / SE
r (A _..
``EXISTING SANITARY SEWER,,
JOB # 18042
DATE: 05/13/19 USGS QUAD MAP EXHIBIT
SCALE: 1' = 40' FOR �
DRAWN BY: BY 7800 TUCKASEEGEE ROAD
APPROVED BY: iC0
CHARLOTTE, NORTH CAROLINA ORSBORN ENGINEERING GROUP
A 610 EAST MOREHEAD SI REE I, SUITE 106
CHARLOTI F, NC 28202
P) 704-749-1432 . F) 704-749-1433

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
Limited Liability Company
Legal Name
W/C CLT Owner Vlll, L.L.C.
Information
Sosld: 1849538
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 5/29/2019
State of Incorporation:
DE
Registered Agent: CT Corporation System
Addresses
Reg Office Reg Mailing Mailing
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200 900 N. Michigan Avenue, Suite 1900
Raleigh, NC 27615 Raleigh, NC 27615 Chicago, IL 60611
Principal Office
900 N. Michigan Avenue, Suite 1900
Chicago, IL 60611
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www. sosnc. gov/online_services/search/Business_Registration_Results 6/4/2019

Luckman, Debbie
From: Blong Yang <[e-mail]>
Sent: Tuesday, June 4, 2019 1:53 PM
To: Jeff Orsborn; Luckman, Debbie
Subject: [External] RE: Fast Track application for 7800 Tuckaseegee Rd.
Debbie,
I was informed our client resolved this issue. You should be able to search the entity name through NC SOS website.
Please proceed with review, and confirm entity name on your end.
Thank You
BLONG YANG, El
ENGINEER INTERN
ORSBORN ENGINEERING GROUP, P.A.
610 EAST MOREHEAD STREET, SUITE 106
CHARLOTTE, NC 28202
T 704-749-1432
F 704-749-1433
From: Jeff Orsborn <[e-mail]>
Sent: Thursday, May 23, 2019 3:17 PM
To: Blong Yang <[e-mail]>
Subject: FW: Fast Track application for 7800 Tuckaseegee Rd.
JEFF ORSBORN, PE
PRESIDENT
ORSBORN ENGINEERING GROUP, P.A.
610 EAST MOREHEAD STREET, SUITE 106
CHARLOTTE, NC 28202
T 704-749-1432
FIND ME ON Llnkedln
www.orsborn-eng.com
From: Luckman, Debbie <debbie.luckman ncdenr. ov_>
Sent: Thursday, May 23, 2019 3:16 PM
To: Jeff Orsborn <[e-mail]>
Subject: Fast Track application for 7800 Tuckaseegee Rd.
1

Thank you,
Debbie
Jeffery,
I received the above mentioned fast track today, however W/C CLT Owner VIII does not come up in the Sec.
of States data base.
I cannot enter this project until we get that straightened out.
The Mooresville Regional Office is in receipt of your Fast Track Sewer Extension (FTSE) application
for Tuckaseegee Rd. The Division of Water Resources is currently moving to a "paperless" electronic filing
process for FTSE Permits and would greatly appreciate an electronic version (.pdf) of the application if
possible. You may forward this electronic version to Debbie Luckman at
[e-mail]. Thank you for your assistance as we move forward in our new process.
Deborah Luclaum
r�x ro.�araekr ,` ssisfa�a� e am, Cuftomer Ser ice
North Carolina Department c Environmental Quality
704-235-2111 "Office)
,;eIbb.eb.,x i).i.ivCfncda