WQ0042156_Final Permit_20201210 (7)

State of North Carolina
Department of Environmental Quality
Division of Water Resources
VIVIs[vr, of water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Carolina Water Service
Project Name for which flow is being requested: Lake Lure Assisted Living
More than one FTSE may be required for a single project if the owner of the W{FTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Lake Lure Wastewater Treatment Plant
b. WWTP Facility Permit #: NCO025381
All flows are in MGD
c. WWTP facility's permitted flow .995
d. Estimated obligated flow not yet tributary to the WWTP .0
e. WWTP facility's actual avg. flow .606
f. Total flow for this specific request .0007
g. Total actual and obligated flows to the facility .6067
h. Percent of permitted flow used 60%
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:
Pump
Station
(Name or
Number)
Influent
Pump
Station
Permit
No.
1
(A)
(B)
Design
Average
Approx.
Firm
Daily Flow**
Current
Capacity, *
(Firm / pf),
Avg. Daily
MGD
MGD
Flow, MGD
1.5
.6
.606
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity"**
0
.606
<0
* 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 pealdng 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): Lake Lure Collection System
Downstream Permit Number: WQCS00131
Page I of 3 FTSE 10-18

I11. Certification Statement:
I Shannon Baldwin 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 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 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
waste wa r.
Signing Official
Title
TCMn MAW,— PF --
n TLIE OF fKA 1 7 CfRQ a -
12-17100
Page 2 of 3 FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section IT where Available Capacity is <
0.
Pump Station (Name or Number):INFLUFNT
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
0 % and 0 MGD of the Available Capacity (E) in Pump Station
Influent ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
New Wastewater Treatment Plant and New is in design or under construction with
Low Pressure Sewer System
planned completion in 2025 ; and/or
d. The following applies:
State Funding for project has been received for New Wastewater Treatment Plant and Low
Pressure Sewer
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 from 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.
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Page 3 of 3 FTSE 10-18