WQ0045516_YMCA_Camp_Weaver_Sewer_Extension_FTSSE_Updated_FTSE10-23_4th_Submission_20240808

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: YMCA of Greensboro
Project Name for which flow is being requested: YMCA Camp Weaver Sewer Extension
More than one FTSE may, be required for a single project if the owner of the 07JUP is not responsible for all primp
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 Naine: T.Z. Osborne
b. WWTP Facility Permit #— NC00471384
Allows are in MCYD
c. WWTP facility's permitted flow
56.0
d. Estimated obligated flow not Yet tributary to the WWTP
6.7886
e. WWTP facility's actual avg. flow
35.4100
£ Total flow for this specific request
0,020
g. Total actual and obligated flows to the facility
42.2186
h. Percent of permitted flow used _75A%
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)
(C) (D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump Punip Average Approx.
Not Yet Total Current
Station Station Firm Daily Flow" Current
"Tributary Flow Plus
(Name or Permit Capacity, (Firm pt), Avg. Daily
Daily Flow, Obligated
Available
Number) No. MGD MGD Flow, MGD
MGD Flow
Capacity***
Stewart
.. .. ...... ... . .......... 38555 10. 222 4 4�963 ) 1.796
....... . ..
0.02 1.816
.
3.147
. . .......... . . .. ................
The Firm Capacity (design flow) of any pump station is defined as the maxinium 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 (pt) 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 < O.
Downstream Facility Name (Sewer): City of Greensboro T.Z. Osborne
Downstream Permit Number: NC0473 84
Page I of 6
FTSE 10-23

III. Certification Statement:
I Wendy Messer 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
Title of
'0*,g taM elerea by w-ey Messer
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Wendy MesserO=WaWrR—bhte Zpaer ogre OU=C,ty bf
Gmena r ro. CN=W ndy Menem. OU=City o<
Date; 2024.. .08 Wendy Messer
: Date: 2021.08.0813:29:1 G04'00'
Page 2of6
Date
FTSE 10-23