WQ0043330_Application (FTSE)_20220501

DWR
Division or Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Song Y. Kim
Project Name for which flow is being requested: Soonie Plaza
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: Rockfish Wastewater Treatment Facility
b. WWTP Facility Permit #: NPDES NC0050105
All flows are in MGD
c. WWTP facility's permitted flow 21.0
d. Estimated obligated flow not yet tributary to the WWTP 0.8306
e. WWTP facility's actual avg. flow 14.0
f. Total flow for this specific request 0.0057
g. Total actual and obligated flows to the facility 14.8363
h. Percent of permitted flow used 70.65
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)
NONE
Pump
Station
Permit
No.
Firm
Capacity, *
MGD
(A)
Design
Average
Daily Flow**
(Firm / pf),
MGD
(B) (C)
Obligated,
Approx. Not Yet
Current Tributary
Avg. Daily Daily Flow,
Flow, MGD MGD
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated Available
Flow 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
(pi) 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): PWC/Fayetteville Collection System
Downstream Permit Number: WQ0016895
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FTSE 10-18

III. Certification Statement:
I Misty M. Manning, P.E. 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
wastewater.
Signing Oc'al Signature o4fieut,
6
PWC Water Resources Engineering Manager
Title of Signing Official
ate
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FTSE 10-18