WQ0041331_Application (FTSE)_20240422

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Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Traclung for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: Selma Wastewater Flow EQ & Pumping
More than one FTSE »ray be required far a single project if the owner of the WWTP is trot responsible for all pump
stations along the route of the proposed wastewater flojv.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: 210 WWTP (new plant to be commissioned summer 2024
b. WWTP Facility Permit #: NCO030716 - Outfall 2 r
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
All flows are in MGD
4.0
1.0 5 3 9 actual+0.0 3 3 5 5
paper previously permitted
0.8884 existing+0.02616
paper (to be diverted)
2.002
49 actual, 50 w/paper
1I. 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 / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Reedy^ 42510 12.096 4.8384 1.9423* 0.05971 2.002 2.8364
* 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): Reedy Branch WWPS
Page 1 of 7
FTeR 10-11

Downstream Permit Number: WQ004425I Mod
III. Certification Statement:
I Chandra C. Farmer, 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 Official Signatill•e
Title of Signing Official
Date
0
Page 2 of 7