WQ0041853_FTSE_20210702

State of North Carolina
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Department of Environment and Natural Resources
Division of Water Resources
i�ivislon Flow Tracking/.Acceptance for Sewer Extension Permit Applications
(FTSE 1Owl 8)
Entity Requesting Allocation City of Burlington
Project Name for which flow is being requested; Quarry Hills Phase 1 West
More than one F7S� maX kerev�uired for a single p_rajeat if the owner of the N'Yi�TP is not respansikle far atl pomp stations
along the routo of the proposed wastewater flow..
I, Complete this section only if you are the owner of the wastewater treatment plant.
a, WWTP Facility Name; South Burlington WWTP
b. WWTP Facility Permit #; NC0023870
All fl'ptvs ttre Its MGD
c, WWTP facility's permitted flow 12.00
d, Estimated obligated flow not yet tributary to the WWTP 1.833643
e, WWTP facility's actual avg. flow 8,7S20Q0
f Total flow for this specific request (0.0274) 8wepsonville Allocation
g. Total actual and obligated flows to the facility 10585643
h. Percent of permitted flow used 8821 %
Il. 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 projcct connection point and the WWTP
(A)
Design
Average Daily
Pump Station Firm Flow**
(Name or Capacity, (Firmlpf),
Number) GPD GPD
NONE
Obligated,
Approx. Not Yet Total Current
Current Avg, Tributary Flow Plus
Daily Flow, Daily Flow, Obligated Available
GPD GPD Flow Capacity***
*The Firm Capacity 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 Plow is the firm capacity of the pumpstation divided by a
peaking factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station
located between the project connection point and the WWTP where the Available
Capacity 8 Q.
Downstream Facility Name (Sewer) ; NIA
Downstream Permit Number; NtA
FTSB 10-18

III, Certification Statement.
I, W. Todd Lambert, P.E. certify to the hest of my knowledge that the addition of the.
va ume of' wastewater To 5e permitted in this project has boon evaluated along the route to the
rocolving 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 on
xauto to the receiving treatment plant under normal circumstances, given the impleme_ntatlon, of
the planned improvements Identi#led in the plaruring asssossmont whore 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 Soctlons I and II plus
all attached planning assessment add@ndums for which I am the responsible party. Signature
of this form certifies that the receiving collection system or treatment works has adequate capaclty to
transport and treat the proposed now wastewater,
It 7 wLt=�
icxl Signature
Date