WQ0045807_Application (FTSE)_20240913

PWR
1» vision of y' , -,r Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Ocean Isle Beach
Project Name for which flow is being requested: The Orchards @ Ocean Isle Beach
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: OCEAN ISLE BEACH WWTF
b. WWTP Facility Permit #: WQ 0006085
C.
d.
e.
f.
9.
h.
All flows are in MGD
WWTP facility's permitted flow 1.05
Estimated obligated flow not yet tributary to the WWTP
WWTP facility's actual avg. flow
Total flow for this specific request
Total actual and obligated flows to the facility
Percent of permitted flow used
0.291
0.369
0.004425
0.664
63.2%
II. 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)
(B)
Design
Pump Pump
Average
Approx.
Station Station
Firm Daily Flow**
Current
(Name or Permit
Capacity, * (Firm / pf),
Avg. Daily
Number) No.
MGD MGD
Flow, MGD
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
MGD
Flow Capacity***
* 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.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) 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 < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page 1 of 8
FTQF 1 ()_72

III. Certification Statement:
I William L. Pinnix, P.E. 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 parry. 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 Signature
Title of Signing Official
M h 1'4
� D i lcz�
Date
Page 2 of 8

Division ,�c Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Build Vacations, LLC
Project Name for which flow is being requested
The Orchards at Ocean Isle
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: _
b. WWTP Facility Permit #:
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
.0044
II. 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:
Pump Pump
Station Station
(Name or Permit
Number) No.
E-23
E-1
(A)
Design
Average
Firm Daily Flow**
Capacity, * (Firm / p fl,
MGD MGD
547 .219
2.88 1.152
(B)
(C)
Obligated,
Approx.
Not Yet
Current
Tributary
Avg. Daily
Daily Flow,
Flow, MGD
MGD
.030
.0044
.395
.0044
(D)=(B+C)
(E)=(A-D)
Total Current
Flow Plus
Obligated
Available
Flow
Capacity***
.034
.185
.399
.755
* 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.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) 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 < 0.
Downstream Facility Name (Sewer): TOWN OF OCEAN ISLE BEACH
Downstream Permit Number: WQCS 00277
Page 1 of 6
r`rrcr 1 n_,)

III. Certification Statement:
I Debbie S. Smith 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.
Official
AU1 0 r 6)CeaA
Title of fkning Official
Date
Page 2 of 6
17TC1~' 1 n 72