WQ0045678_More Information (Received)_20240805

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Fales Landing
Project Name for which flow is being requested: 8055 Masonboro, LLC
More than one FTSE may be required for a singleproject 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: M'Kean Maffit (Southside)WWTP
b. WWTP Facility Permit#: NPDES NC 0023973
All flows are in MGD
c. WWTP facility's permitted flow 12.000
d. Estimated obligated flow not yet tributary to the WWTP 3.710
e. WWTP facility's actual avg. flow 8.044
f. Total flow for this specific request 0.00450
g. Total actual and obligated flows to the facility 11.755
h. Percent of permitted flow used 98.0
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) (C) (D)=(B+C) (E)=(A-D)
Design Approx. Obligated, Total
Pump Pump Average Current Not Yet Current Flow
Station Station Firm Daily Flow** Avg. Daily Tributary Plus
(Name or Permit Capacity, * (Firm/pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
76 WQ0035061 5.616 2.246 1.066 0.645 1.711 0.536
71 WQ0036178 1.800 0.720 0.563 0.043 0.607 0.113
124 N/A 0.331 0.083 0.007 0.000 0.008 0.075
*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): Cape Fear Public Utility Authority
Downstream Permit Number:
Page 1 of 6
FTSE 10-23

III. Certification Statement:
I Jeff Theberge, CFPUA Eng. Mgr. 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.
. 5e# i7tete er e 08/01/2024
Jeff ThWerge(Aug 1,2024 4:15 EDT)
Signing Official Signature Date
Engineering Manager
Title of Signing Official
Page 2 of 6
FTSE 10-23

Flow Tracking for Sewer Extension Permit
Application
Final Audit Report 2024-08-01
Created: 2024-08-01
By: Jeff Theberge([e-mail])
Status: Signed
Transaction ID: CBJCHBCAABAAXAo_Rm653L1znym1HKQA—j_X1LDglumO
"Flow Tracking for Sewer Extension Permit Application" History
Document created by Jeff Theberge ([e-mail])
2024-08-01 -6:11:24 PM GMT
C'-► Document emailed to Jeff Theberge ([e-mail])for signature
2024-08-01 -6:11:28 PM GMT
GS© Document e-signed by Jeff Theberge ([e-mail])
E-signature obtained using URL retrieved through the Adobe Acrobat Sign API
Signature Date:2024-08-01 -6:15:15 PM GMT-Time Source:server
Agreement completed.
2024-08-01 -6:15:15 PM GMT
Q Adobe Acrobat Sign