WQ0045662_Brayden_at_Bermuda_Run_Subdivision_Phase_2C_FTSSE_FTSE10-23_20240805

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Davie County Public Utilities
Project Name for which flow is being requested: Brayden at Bermuda Rum, Phase 2C
More than one FTSE tray be required for a single project if the owner of the fVYVTP 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: Davie County Allocation to Muddy Creek
b. WWTP Facility Permit #: NCO05342
All flows are in MGD
c. WWTP facility's permitted flow 5.0
d. Estimated obligated flow not yet tributary to the WWTP .00739
e. WWTP facility's actual avg. flow .477
f. Total flow for this specific request 0.0024
g. Total actual and obligated flows to the facility .486
h. Percent of permitted flow used 9.72%
11. 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 Approx. Obligated, Total
Pump Pump Average Current Not Yet Current Flow
Station Station Firm Daily Flow** Avg. Daily Tributary Plus
(Name or Pennit Capacity, * (Firm / pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Bermuda WQ0039884 4.2 1.68 .364 0.00979 .373 1.307
East WQ0039884 5.33 2.0 .477 0.00979 .486 1.51
* 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 (pl) 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): Davie
Downstream Permit Number: WQCS00106
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FTSE 10-23

III. Certification Statement:
I Johnny Lambert 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.
Signature
Title ofSigning
Date
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H'TSE 10-23