WQ0041848_FTSE_20210702

State of North Carolina
Department of Environment and Natural Resources
Iavision of Water Resources
[7ivt tag aF w t � esa��,ce plow Tracking/Acceptance for Sewer Extension Permit ApplicatilonS
(FTSE 10x18)
Entity l?equesting Allocation City of Burlington
project Name for which flow is being requested; quarry Mills Phase 9 fast
tUlare than one it 7SE rnpy be requiredfor a single proieot if the owner of the WWTP is not responsible for all paunp stations
along the route of the proposed wastewater flow,
T, Complete this section only if you are the own@r of the wastewater treatment plant,
a, WWTP Facility Name. South Burlington WWTP
b, WWTP Facility Permit #; NC0023876
ACl flows are in MGD
c, WWTP facility's permitted flow 12400
d. Estimated obligated flow not yet tributary to the WWTP 1.777679
e, WWTP facility's actual avg. flow V52000
f. Total flow for this specific request (0,0192) Sviepsonville Allocation
g. Total actual and obligated flows to the facility M529679
h. Percent of permitted flow used 8735%
tI, Cotaaplete 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
Design
Average Roily Approx.
Pump Station Firm Flow** Current Avg,
(Name or Capacity, * (Firm/pD, Daily Flow,
Number) GPD GPD GPD
(E)
Obligated,
Nct Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated Available
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 Flow 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 S 01
ppwnstream Facility Name (Sewer)
Downstream Permit Number;
NIA
FTSF 10-18

III, Certification Statement:
i, fit, Todd Lambert, PR certify to the best of my knowledge that the addition of the
vo ume n wastewater to a 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 on
route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning asssessment 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 It plus
aIt 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.
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FTSE 10-18