WQ0043142_Application Attachment_20220225

DWP
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Lillington
Project Name for which flow is being requested: Gregory Village Subdivision
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.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Regional WWTP
b. WWTP Facility Permit #: NC0021636
c. WWTP facility's permitted flow
Fuquay-Varina Allocated Flow
Lillington Allocated Flow
Angier Allocated Flow
d. Estimated obligated flow not yet tributary to the WWTP
FV Obligated Flow NYT
Lillington Obligated Flow NYT
HC Obligated Flow NYT
Angier Obligated Flow NYT
e. WWTP facility's actual avg. flow
FV Actual Flow
Lillington Actual Flow
HC Actual Flow
Angier Actual Flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
FV Actual Avg. + Obligated Flow
Lillington Actual Avg. + Obligated Flow
HC Actual Avg. + Obligated Flow
Angier Actual + Obligated Flow
h. Percent of permitted flow used
All flows are in MGD
7.5 MGD
2.60 MGD
1.20 MGD
1.008 MGD
2.285 MGD
0.685 MGD
0.197 MGD
0.662 MGD
0.641 MGD
5.200 MGD
1.344 MGD
0.642 MGD
2.568 MGD
0.646 MGD
0.040 MGD
7.425 MGD
2.029 MGD
0.879 MGD
3.230 MGD
1.287 MGD
99.00% ***
***A PER to expand the NHRWTTP treatment capacity has been completed and design of
the expansion is currently underway.
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
Page 1 of 2
FTSE 06-13

List pump stations located between the project connection point and the
WWTP:
Pump
Station
(Name or
Number)
Firm
Capacity, *
MGD
(A)
Design
Average Daily
Flow**
(Firm /pf),
MGD
Approx.
Current Avg.
Daily Flow,
MGD
(B) (C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
(D)=(B+C) (E)=(A-D)
Total Current
Flow Plus
Obligated
Flow
Available
Capacity***
SLS 120 14.4 5.76 3.558 2.089 5.647 0.113
* 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 (p1) 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): Dry Creek Interceptor
Downstream Permit Number: WQ0028647
III. Certification Statement:
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
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 indicates acceptance of thjs wpt water flow.
Signing Official Signature] Date
Page 2 of 2
FTSE 06-13