WQ0042561_Application (FTSE)_20210802

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Division of Water ite-sourcr_s Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Fuquay-Varina
Project Name for which flow is being requested: The Preserves at Holland
e
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for allpump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Re<aional WWTP
b. WWTP Facility Permit #: NC0021636
All flows are in MGD
c. WWTP facility's permitted flow 7.5 MGD
Fuquay-Varina Allocated Flow 2.60 MGD
Lillington Allocated Flow 1.20 MGD
Angier Allocated Flow 1.008 MGD
d. Estimated obligated flow not yet tributary to the WWTP 1.865 MGD
FV Obligated Flow NYT
0.634 MGD
Lillington Obligated Flow NYT
0.034 MGD
HC Obligated Flow NYT
0.534 MGD
Angier Obligated Flow NYT
0.663 MGD
e. WWTP facility's actual avg. flow
5.975 MGD
FV Actual Flow
1.448 MGD
Lillington Actual Flow
0.829 MGD
HC Actual Flow
2.987 MGD
Angier Actual Flow
0.711 MGD
f. Total flow for this specific request
0.015 MGD
g. Total actual and obligated flows to the facility
7.855 MGD
FV Actual Avg. + Obligated Flow
2.097 MGD
Lillington Actual Avg. + Obligated Flow
0.863 MGD
HC Actual Avg. + Obligated Flow
3.521 MGD
Angier Actual + Obligated Flow
1.374 MGD
h. Percent of permitted flow used 104.73%
*North Harnett WWTP is being evaluated by HWR for planned future expansion.
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
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FTSE 06-13

List pump stations located between the project connection point and the WWTP:
(A)
Design
Pump
Average Daily
Station
Firm Flow**
(Name or
Capacity, * (Firm / p fl,
Number)
MGD MGD
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
SLS 120 14.4 5.76 3.558 1.807 5.50 0.260
* 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 pump station 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 is < 0.
Downstream Facility Name (Sewer): North Harnett Regional WWTP
Downstream Permit Number: NCO021636
III. Certification Statement:
I Steve Ward 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
in 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 assess t addendums for which I am the responsible party. Signature of this
form indicates accep anof this wastewater flow.
-7
Signing Official Signature Date
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FTSE 06-13