WQ0043389_Application (FTSE)_20220517

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Application Number:
Entity Requesting Allocation:
Project Name for which flow is being requested:
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility name:
b.WWTP Facility Permit #:
c. WWTP facility permitted flow:
d.Estimated obligated flow not yet tributary to the WWTP:
e. WWTP facility's actual average flow:
f. Total flow for this specific request:
g.Total actual and obligated flows to the facility:
h.Percent of permitted flow used:
II.
List pump stations located between the project connection point and the WWTP.
(A)(B)(C)(D) = (B+C) (E)=(A-D)
Pump
Station
(Name or
Number)
Pump
Station
Permit
Number
Firm
Capacity1
Design
Average
Daily Flow2
(Firm/pf),
Approx.
Current
Avg. Daily
Flow,
Obligated,
Not Yet
Tributary
Daily Flow,
Total Current
Flow Plus
Obligated
Flow
Available
Capacity3
MGD MGD MGD MGD MGD MGD
Shaddox_Creek #WQ0039653 2.7000 1.0800 0.1570 0.0000 0.1570 0.9230
Hughes_Creek 0.2350 0.9403 0.1382 0.0000 0.1382 0.8021
Gum_Fork 0.9994 0.4003 0.1109 0.1147 0.2256 0.1747
Little_Buffalo 6.3648 2.5459 1.3046 0.6602 1.9648 0.5811
zBig_Buffalo #N/A #N/A #N/A #N/A #N/A #N/A
x #N/A #N/A #N/A #N/A #N/A #N/A
Downstream Facility Name (Sewer):
Downstream Permit Number:
5.9402
50%
ECO TIP West, LLC
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
Big Buffalo Wastewater Treatment Plant
NC0024147
1. 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.
2. Design Average Flow is the firm capacity of the pump station divided by the peaking factor (pf) not
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
3. 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.
Complete this section for each pump station you are responsible for along the route of this proposed
AKPAR 58145 & 91175 Initial Infrastructure
City of Sanford Collection System
WQCS00047
All flows are in MGD
12.0000
1.8012
4.1390
0.00000
FT-341FT-341
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III. Certification Statement
Signing Official Signature Date
City Engineer
Title of Signing Official
05/17/22
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.
I, Paul Weeks, Jr. PE, certify to the best of my knowledge that the addition of the volume of
Page 2 of 6 FTSE 10-18
DocuSign Envelope ID: E1FE8B31-BBE4-4626-8FE0-01ABF6C1C29A