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State of North Carolina
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INVI Ion of &' .ace 4 ql eso rrcc-s Flow Tracldng for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Wallace
Project Name for which flow is being requested: Sewer System Expansion,Valley Protein
i
More than one FTSE may be required for a single project f the owner of the WWTP is not responsible for all pump
stations along the route of the proposed ruastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Wallace Regional Wastewater Treatment Plant
b. WWTP Facility Permit ff: NC0003450
All flows are in MGD
c. WWTP facility's permitted flow 5.42
d. Estimated obligated flow not yet tributary to the WWTP 2.35
e. WWTP facility's actual avg. flow 1.4
f. Total flow for this specific request 0.6
g. Total actual and obligated flows to the facility 4.35
h. Percent of permitted flow used 80
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1I. Complete this section for each pump station you are responsible for along the route of this proposed
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wastewater flow. '
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List pump stations located between the project connection point and the WWTP: I
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current j
Station Station Finn Daily Flow** Current Tributary Flow Plus i
(Name or Permit Capacity,* (Firm/pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow,MGD MGD Flow Capacity***
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K The Firm Capacity(design flow)of any pump station is defined as the maximum pumped flow that can be i
achieved with the largest pump taken out of service.
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Y* Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor(pf)not '
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less than 2.5,per Section 2.02(A)(4)(c)of the Minimum Design Criteria. I
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xxx 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.
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Downstream Facility Name(Sewer):
Downstream Permit Number:
Page 1 of 6
FTSE 10-23

I1I. Certification Statement:
I Brent Dean 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 H 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.
Signing Official Signature Date
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rVtc � Cr
Title of Signing Official
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Page 2 of 6 3
FTSE 10-23 '

PLANNING ASSESSMENT ADDENDUM(PAA)
Submit a planning assessment addendum for each pump station listed in Section 1I where Available Capacity is<0.
Pump Station(Name or Number):
Given that:
a. The proportion and amount of Obligated,Not Yet Tributary Daily Flow(C)accounts for
%and MGD of the Available Capacity(E)in Pump Station
and that
b. The rate of activation of this obligated,not yet tributary capacity is currently approximately
MGD per year;and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ;and/or
d. The following applies:
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Therefore:
Given reasonably expected conditions and planning information,there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over-allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
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Signing Official Signature Date
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Page 3 of b
FTSE 10-23

Instructions for Flow Tracking form (FTSE)and Planning Assessment Addendum (PAA)
Section I
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a. WWTP Facili Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit#: Enter the NPDES or Non-Discharge number for the WWTP receiving the
wastewater flow.
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c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non-Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to other
construction pro ects not yet contributing flow to the collection system. Flows allocated through interlocal
agreements or other contracts not yet contributing flow to the collection system are also included. For POTWs
that implement apretreatment program, include flows allocated to industrial users who may not be using all of
their flow allocation.Please contact your Pretreatment Coordinator for information on industrial flow tributary
to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years and
reconciled their flow records,to the best of their ability,so it is known how much flow has been obligated and
is not yet been made tributary to the WWTP,in accordance with local policies and procedures employed by the
reporting entity.
e. WWTP facility's actual avg. flow,MGD: Previous 12 month average.
f. Total flow for this specific request,MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility,MGD Equals [d+e+fJ
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h. Percent of permitted flow used: Equals [(g/c)*100] i
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For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there is 0.5
MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7 MGD.There is a
proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15,2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
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f. = 0.015 MGD
g. = 3.215 MGD s
h. = 53.6%
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The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515MGD
e. = 2.73 MGD
f. =0.102 MGD
g. = 3.349 MGD
h. = 55.8%
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Each subsequent FTSE form will be updated in the same manner.
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Page 4 of 6
FTSE 10-23

Section H
List the pump station name or number and approximate pump station firm capacity, approximate design average
daily flow (A) approxnnate current average daily flow (B), and the obligated, not yet tributary flow through the
pump station (C) for each pump station that will be impacted by the proposed sewer extension project. Calculate
the total current flow plus obligated flow(D=B+C)and the available capacity(E=A-D). Include the proposed flow
for this project with other obligated flows that have been approved for the pump station but are not yet tributary
(C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as per the
Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor(po of not less than 1
2.5.
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If the available capacity(E)for any pump station is <0,then prepare a planning assessment for that pump station
if the system has future specific plans related to capacity,that should be considered in the permitting process.
(A) (B) (C) (D)=(B+C) (E)=(A-D)
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Obligated,
Design Approx. Not Yet Total Current i
Firm Average Current Avg. Tributary Flow Plus
Pump Station Capacity Daily Flow Daily Flow, Daily Flow, Obligated Available
(Name or Number) MGD (Firm/pf) MGD MGD Flow Capacity*
Kaw Creek PS 0.800 0.320 0.252 0.080 0.332 -0.012
Valley Road PS 1.895 0.758 0.472 0.135 0.607 0.151
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Page 5 of 6
FTSE 10-23
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Planninrl Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available capacity is<0.
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A planning assessment for Kaw Creek PS(see example data above)may be performed to evaluate whether there is
significant likelihood that needed improvements or reductions in obligated flows will be in place prior to activating
the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to manage the
flow without capacity related sanitary overflows and must take all steps necessary to complete the project or control
the rate of flow to prevent sanitary sewer overflows.
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The planning assessment may identify a funded project currently in design or construction,or a planned project in '
the future not yet funded but in a formal plan adopted by the system. The system should carefully weigh the
certainty of successful timely project completion for any expansion,flow management diversion or infiltration and
inflow elimination projects that are the foundation of a planned solution to capacity tracking and acceptance
compliance.
For example: j
Given that:
a. The proportion and amount of obligated,not yet tributary flow accounts for 24%and 0.080 MGD of the
committed flow in Pump Station Kaw Creek;and that
b. The rate of activation of this obligated,not yet tributary capacity is currently approximately 0.01 MGD
per year;and that
c. A funded capital project that will provide the required planned capacity,namely
is in design or under construction with planned
completion in ; and/or
d. The following applies:
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The master plan and ten year capital plan contain recommended scope and funding; for a capital project entitled
Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to add 0.100 MGD
to the firm capacity of the pump station by October 2015. Inclusion of this proposed capital project as a condition
of this Flow Tracking/Acceptance for Sewer Extension Permit Application elevates this project's priority for
funding and construction to be implemented ahead of the activation of obligated,not yet tributaa flows in amounts
that exceed the firm pump station capacities identified in Section R above.
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Therefore:
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Given reasonably expected conditions and planning information,there is sufficient justification to allow this flow
to be permitted,without a significant likelihood of over-allocating capacity in the system infrastructure.
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Page 6 of 6
FTSE 10-23
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w . To w n
of ^Wafface
a
316 EAST MURRAY STREET • WALLACE,NORTH CAROLINA 28466 • PHONE:[phone]
MAYOR TOWN COUNCIL TOWN CLERK FINANCE OFFICER j
1' a Charles C.Farrior,Jr. Wanetta Carlton,Mayor Pro-Tem Jackie Nicholson Shameshia Fennell
Frank Brinkley I
70WN MANAGER William Jeffrey Carter TAX COLLEC70R TOWN ATTORNEY ;
Francisco Rivas-Diaz Larry Bergman Jason Wells Chris Martin Anna Heath
February 5, 2021
Darrell Sanford
General Manager
Valley Proteins, Inc. i
PO Box 1026 1
Rose Hill, NC 28458
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Dear Mr. Sanford,
The Town of Wallace's Wastewater Treatment Plant agrees to accept hauled
wastewater from your facility in Rose Hill, NC. At this time, we will accept 20,000
gallons per day as long as it meets the following limits:
Parameter Limit
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pH 6 to 9 S.U. f�
BOD 300 mg/L 1
COD 600 mg/L
TSS 350 mg/L
Phosphorous 15 mg/L
Ammonia 50 mg/L
Total Nitrogen 80 mg/I
FOG 100 mg/L
The wastewater is to be tested to insure compliance with the above limits at a
frequency of once per week if wastewater is to be hauled during that week. The
Town of Wallace's Pretreatment Coordinator should be informed by a phone call
and an email any time a test results come back above these limits. Monitoring
obtained during the previous month shall be summarized and reported to the
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Town of Wallace by the 20th of the month.
,
pllzaasnt... progrosalvQ... prosp¢rous
,
FAX:[phone] • EMAIL:mail0wallacenc.gov • WEB: http://www.wallacenc.gov
The Town of Wallace Is an equal opportunity provider and employer.
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Valley Proteins, Inc. will-be billed $0.06 per gallon of wastewater treated. Any
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loads that exceed those limits in the chart above will be surcharged at the rate
below:
Parameter limit (mg/L) limit(lbs./day Surcharge/lbs
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Parameter Limit (mg/L) Limit (Ibs/day) Surcharge/Ibs
above the limit
BOD 300 50.05 $2.40
COD 600 100.08 $2.00
TSS 350 58.38 $2.40
Phosphorous 15 2.50 $60.00
Ammonia 50 8.34 $20.00
Total Nitrogen 80 13.34 $12,00
FOG 100 16.68 $6.00
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Ifyou have any questions, please contact me t the numbers below.
Date Z i Date 2 s ` Z 1
Lisa Cottle Laurence. C. Bergman
Town of Wallace Town Manager
Pretreatment Coordinator Town of Wallace
[e-mail] 316 E. Murray Street
910-665-2091 (cell) Wallace, NC 28466
910-285-5927 (office) 910-285-4136
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