WQ0032909_Application (FTSE)_20190304

February 5, 2019

Mr. Matt S. Blackmon
Alfred Benesch & Company
2359 Perimeter Pointe Parkway
Suite 350
Charlotte, NC 28208

SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
HARDING UNIVERSITY HIGH SCHOOL ADDITIONS & RENOVATIONS
2001 ALLEGHANY STREET, CHARLOTTE, NC
CLTWATER TRACKING# 2019862

After an analysis of the sanitary sewer associated with the proposed design of 2019862, HARDING
UNIVERSITY HIGH SCHOOL ADDITIONS & RENOVATIONS, it was determined that there is
sufficient capacity to accommodate the proposed sewer flow of 17,368 gallons per day (34,735 sf x
50 gal/100 sf) at the connection point(s) indicated on the submitted utility plan for transmission to
the Irwin Creek Wastewater Treatment Plant; NPDES permit number NC0024945, for treatment.
This acceptance of flow is based on the existing capacity of the designated publicly owned treatment
works. Please see the attached FTSE form.

CLTWater agrees to furnish water to the subject project. The water quality to the subject project is
regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply
Management Plan, PWS ID # 0160010, on file with the Public Water Supply Section of NCDEQ.
However, CLTWater cannot guarantee a constant pressure or quality of flow.

CLTWater does not expect any of the above conditions to preclude water or sewer service to the
subject site. However, the applicant should understand that due to the involvement of other agencies
and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved. Connection to the CLTWater and sewer system is
accepted on a first come, first served basis.

The applicant should understand that this letter is not authorization to construct private water and
sewer systems, as the appropriate local or State permits are required prior to construction. If the
appropriate authorization to construct permits are not obtained and construction has not started
within two (2) years of issuance of this flow acceptance letter; and payment for any service
connection(s) has not been received within two (2) years of issuance of this flow acceptance letter,
this flow acceptance approval shall be rescinded and a new flow acceptance study must be made. If
you have any questions, you may contact me at (704) 432- 5801.

Sincerely,

Guillermo Anzola

Guillermo Anzola
Engineering Assistant
Page 1 of 6
FTSE 10-18
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation:
Project Name for which flow is being requested:
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:
b.WWTP Facility Permit #:
All flows are in MGD
c.WWTP facility’s permitted flow
d.Estimated obligated flow not yet tributary to the WWTP
e.WWTP facility’s actual avg. flow
f.Total flow for this specific request
g.Total actual and obligated flows to the facility
h.Percent of permitted flow used
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)
Pump
Station
(Name or
Number)
Pump
Station
Permit
No.
Firm
Capacity, *
MGD
Design
Average
Daily Flow**
(Firm / pf),
MGD
Approx.
Current
Avg. Daily
Flow, MGD
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
Total Current
Flow Plus
Obligated
Flow
Available
Capacity***
* 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):
Downstream Permit Number:
Project Area