WQ0041543_Final Permit_20200313 (4)

DWR
State of North Carolina
Department of Environment Quality
Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE-04-16)
Entity Applicant Name: MIKE LOVOY, PE
Project Name for which flow is being requested:
2019153 - AASHNA LIVING
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 #:
Water Reclamation Facility
NC0024911
c. WWTP facility's permitted flow:
d. Estimated obligated flow not yet tributary to 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
40
8.7973
21.5927
0.0028
30.3901
76%
II. Complete this section for each pump station you are responsible for along the route of this proposed water flow.
List pump stations located between the project connection point and the WWTP
Pump Station
(Name or
Number)
Firm
Capacity,*
MGD
(A)
(B)
Design
Approx.
Average Daily
Current Avg.
Flow** (Firm /
Daily Flow,
pf) MGD
MGD
(C)
(D)=(B+C)
Obligated, Not
Total Current
Yet Tributary
Flow Plus
Daily Flow,
Obligated Flow
MGD
* 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): MSD of Buncombe County Collection System
Downstream Permit Number: WQCS00004
III. Certification Statement:
(E)=(A-D)
Available
Capacity
***
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 this wastewater flow.
Signing Official Signature
Date
Page 1 of 1 FTSE 04-16