Agenda — Firebaugh City Council, February 6, 2023 (part 1 of 2)

MEETING AGENDA
The City Council/Successor Agency of the City of Firebaugh Vol. No. 23/02-06 ______________________________________________________________________ Location of Meeting: Andrew Firebaugh Community Center
1655 13th Street, Firebaugh, CA 93622
Date/Time: February 6, 2023/6:00 p.m.

CALL TO ORDER
ROLL CALL Mayor Felipe Perez
Mayor Pro Tem Elsa Lopez
Council Member Freddy Valdez
Council Member Silvia Renteria
Council Member Brady Jenkins
In compliance with the Americans with Disabilities Act, if you need special assistance to access the Andrew Firebaugh Community Center to participate at this meeting, please contact the Deputy City Clerk at (559) 659-2043. Notification 48 hours prior to the meeting will enable the city to make reasonable arrangements to ensure accessibility to the Andrew Firebaugh Community Center.

Any writing or documents provided to a majority of the City Council regarding any item on this agenda will be made available for public inspection at City Hall, in the Deputy City Clerk’s office, during normal business hours.

PLEDGE OF ALLEGIANCE

APPROVAL OF THE AGENDA

PRESENTATION
• Syserco Energy Solutions, Inc.
• SitelogIQ’s Central Valley Local Government Energy Team

PUBLIC COMMENT

CONSENT CALENDAR
Items listed on the calendar are considered routine and are acted upon by one motion unless any Council member requests separate action. Typical items include minutes, claims, adoption of ordinances previously introduced and discussed, execution of agreements and other similar items.

1. APPROVAL OF MINUTES – The City Council regular meeting on December 19, 2022.

2. WARRANT REGISTER – Period starting December 1 and ending on December 31, 2022.

December 2022 General Warrants #43649 - #43829 $ 1,326,409.03 Payroll Warrants #71925 - #71937 $ 145,376.81
TOTAL $ 1,471,785.84

3. WARRANT REGISTER – Period starting January 1 and ending on January 31, 2023.

January 2023 General Warrants #43830 - #43932 $ 920,014.19 Payroll Warrants #71938 - #71955 $ 143,396.15
TOTAL $ 1,063,410.34
City Council Agenda
February 6, 2023

Page 2 ends

PUBLIC HEARING
None

NEW BUSINESS

4. RESOLUTION NO. 23-01 - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FIREBAUGH ACCEPTING BID AND AWARDING CONTRACT TO EMMETT VALLEY CONSTRUCTION, INC. FOR THE J STREET AND 10TH STREET IMPROVEMENTS, FEDERAL-AID PROJECT NO. CML-5224(027) AND AUTHORIZING THE CITY MANAGER TO EXECUTE THE AGREEMENT.

Recommended Action: Council receives public comment & approves Res. No. 23-01.

5. RESOLUTION NO. 23-02 - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FIREBAUGH OF ADOPTING AND RECERTIFYING THE UPDATED SEWER SYSTEM MANAGEMENT PLAN (SSMP).

Recommended Action: Council receives public comment & approves Res. No. 23-02.

6. RESOLUTION NO. 23-03 - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FIREBAUGH ACCEPTING COMPLETION OF 22/23 SB1 SLURRY SEALS PROJECT, AUTHORIZING THE CITY

CLERK TO RECORD A NOTICE OF COMPLETION WITH FRESNO COUNTY AND AUTHORIZING THE

CITY MANAGER TO MAKE FINAL PAYMENT OF RETENTION MONIES TO VSS INTERNATIONAL, INC.

Recommended Action: Council receives public comment & approves Res. No. 23-03.

7. RESOLUTION NO. 23-04 - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FIREBAUGH

APPROVING THE DESIGNATION OF PERSONS ON SIGNATURE CARDS OF THE FINANCIAL

INSTITUTIONS USED BY THE CITY WHICH AUTHORIZE SIGNATURE OF CITY WARRANTS & PAYROLL CHECKS.

Recommended Action: Council receives public comment & approves Res. No. 23-04.

8. RESOLUTION NO. 23-05 - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FIREBAUGH

APPROVING A SUBRECIPIENT AGREEMENT BETWEEN THE COUNTY OF FRESNO AND THE CITY OF FIREBAUGH FOR REPLACEMENT OF LAS DELTAS WATER STORAGE TANK.

Recommended Action: Council receives public comment & approves Res. No. 23-05.

9. RESOLUTION NO. 23-06 - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FIREBAUGH

SUPPORTING AND URGING THE APPROVAL AND FUNDING OF THE GRANT APPLICATION

SUBMITTED BY THE CITY OF HURON TO THE CALIFORNIA PUBLIC UTILITIES COMMISSION FOR A LOCAL AGENCY TECHNICAL ASSISTANCE GRANT.

Recommended Action: Council receives public comment & approves Res. No. 23-06.

10. THE CITY COUNCIL OF THE CITY OF FIREBAUGH TO CONSIDER AND DISCUSS THE REQUEST FROM CEN CAL BUILDERS RE: DEL RIO ESTATES HOUSING DEVELOPMENT AND DIAZ STREET.

Recommended Action: Council receives public comment & takes action.

11. THE CITY COUNCIL OF THE CITY OF FIREBAUGH TO CONSIDER AND DISCUSS THE BUSINESS LICENSE FEES.

Recommended Action: Council receives public comment & gives staff direction.

City Council Agenda
February 6, 2023

Page 3 ends

12. THE CITY COUNCIL OF THE CITY OF FIREBAUGH TO CONSIDER AND DISCUSS NAMING THE NEW FIRE STATION.

Recommended Action: Council receives public comment & takes action.

13. THE CITY COUNCIL OF THE CITY OF FIREBAUGH TO CONSIDER AND DISCUSS PROCEEDING WITH AN RFQ FOR CITY ATTORNEY SERVICES.

Recommended Action: Council receives public comment & takes actions.

STAFF REPORTS

PUBLIC COMMENT ON CLOSED SESSION ITEM ONLY

CLOSED SESSION

14. Government Code Section 54957
PUBLIC EMPLOYEE EVALUATION: City Manager.

ANNOUNCEMENT AFTER CLOSED SESSION

ADJOURNMENT
Certification of posting the agenda
I declare under penalty of perjury that I am employed by the City of Firebaugh and that I posted this agenda on the bulletin boards at City Hall, February 3, 2023, at 5:00 p.m. by Rita Lozano Deputy City Clerk.

SYSERCO
ENERGY SOTUTIONSCity of Firebaugh
Presented by:

Heather Roeme & Josh Sarpotdar
Syserco Energy Solutions, lnc.

SYSERCO

ENERGY SOLUTIONS
SYSERCO Projects ENf RGY SOLUTION5 throughout
California lnctudingSan Joaquin Valley
We work Statewide from San Diego to
Redding but have a growing presence
in the San Joaquin Vattey.
qi'I fr'r{
**rjPo"l"*g",o
Mrlo t
q Modf,slo
MTd -.0
9_,*0*n
-f
') Confidentiai & Pr0prietary
About SES.....

We hetp customers to: . Reduce Energy Use
o Modernize Infrastructu re . Produce On-Site Energy
Customers Trust Us to: . Design and Build energy projects . Where the savings pay for the I nfrastructu re i m provements
@SYSERCO tNEtGY SOtUrrON5
Savings Pay for the Upgrades I No Capital Required
Address Deferred Maintenance I Modernize Equipment
Reduce Operating Costs I Produce Renewable, Green Energy Simple Process I Proven Results
ji Confidential & Proprietary
Hear from our Customer @SYSERCO ENENGY SOtUlIONS
I I
I
l
a Confidentiai & Proprietary
VFW Buitding . Clear Direction = "Provide Lower Cost
Electricity to VFW. Do What's Best." . 3 Site Walks
' Roof top = Risk! . Car Port = Higher Levelized Cost of Energy vs. PG&E . Provide the City an Option for SelfPerformance

SYSERCOENERGY SOLUIIONS
\ -----^^
Police Department & Fire Station @SYSERCO ENf IGY 5OtUIIONS ' Roof Mounted Solar . Offset nearly 1000/o
ca lcu lated electrica I use
* Engineering design and specifications provided at time of selection Confiriential & Froprietary
LED Lighting Opportu nity ENERGY SOLUTIONS SYSERCO
Added Value
&*t
City Hall Fluorescent & Exterior HPS Upgrade
Save 51 Watts per 2x4 lnterior FixtureSave 100 Watts per Exterior Pole Lighting Befare
,*cS$
h"
t
*,
HPS Lasts 241000 hours
LED Lasts 2001000 hours
Decorative Street Lights- HPS
Save 100 Watts per Pote Light
Solar & LED
Lighting Fina ncia [s ENERGY SOLUTIONS SYSERCO
Wi[[ Present Project Blended Financial Economics at City Council meeting on Feb 6th,2023.

Confidential
Will Present Project Cash Flow Economics at City Council meeting on Feb 6th, 2023 Confidential
Cash Flow Analysis
Exempt Municipat Lease

ENERGY SOLUTIONSSYSERCO
X
Will Present Project Cash Flow Analysis at City Council meeting on Feb 6th,2023.

Confidential
a Authorize City Manager to Finish Negotiations with SES a Submit Application to secure NEM2 Solar
lnterconnection (Deadtine: 2/28)
o SES Works With Pio to Secure Funding
a City and SES Execute CA42t7 Agreement March 2023a Kick off Project April 2023 ENERG"Y SOTUT.IONS

SYSERCO
Next Steps
Solar NEM3 Backup
I m portant I nformation Regarding
Catifornia's Net Energy Meteri ng (NEM) 3.0
How the California Pubtic Utilities Commission's Revised Program May Result in Loss of Funding forYou and Your Organization What is NEM 3.0?
On December 15 ,2022, the Catifornia
Public Utitities Commission (CPUC)
unanimously voted to approve NEM 3.0
N EM 3.0 d rastica tty a lters the way sola r system
owners are compensated for the energy they
generate and provide to the utitity grid, lowering
the value that owners are able to capture with
their new solar systems.

What You Can Do
Submit an interconnection
application and have it approved by
April 13,2023
approved prior to Apri[ 13th lock in
N E M 2.0 rates fo r 20 yea rs
time applications are submitted
We highly
encourage a[[
customers toconsider their
future plans for
electrification a nd
utilization of
electric vehicles
@SYSERCO ENETGY SOTUIIONS
Confidential & Proprietary 1l

WHO WE ARE

OUR CALIFORNIA PRESENCE

PROCRAM OVERVIEWPROPOSED SOLUTIONS & SAVINCS

EN ERCY CONSERVATION M EASU RES

PROJ ECTED PROC RAM FI NANCIALSROADMAP TO EFFICIENCY
Q&A
logro P t o p r ie to ry o nd Ca nfide ntiol 2

WHO WE ARE
We deliver world-class energy, water, renewable and infrastructure prog ra ms for State a nd Loca I Covern ments.
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Employees
$s sillion
Constructed
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Customer Sites
$ eittion Saved in Energy & Ops
U.S. Owned Organization
Single-source of accountability and responsibility from conception to completion. 99I=. ggoo
logro P r a p t ieto ry e ncl Co nfidenti o l 3

OU R CALI FORN IA PRESENCE
o Our largest client base is in California
Staffed by nearly 15O energy professionals,engineers, and highly-trained technicians Extensive experience i m plementi ng
Federa l, State, a nd Utility prog ra ms for
California Local Covernments

AIIADOR COUIITYCALIFORNIA
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PROCRAM OVERVIEW
o Cumulative positive cash flow
. Desig n/euild/o&M
. ECA A1o/o Loa n fu nded . CA Covernment Code 4217 Before Program + + DebtServices
During Debt Services
(if financed)
After Project is Paid off . Cuaranteed performance-based outcome Positive Cosh Flow
Positive Cosh Flow
Operoling
Costs
Operoiing
Cosis Operoiing Cosls
logro Pt opr ieta ry a nd Cotll iden tiol 5

PRELIMINARY SOLUTIONS & SAVINCS
Solar Photovoltaic
Year I
Electric Savings
($)
"-i, .,. j,;.- ".r, . ;:. .-,1..;l:,"-*,:
30 Year
Net Savings
($)
Project Greenhouse Gas Emissions Savings Equivalents
Efficiency Conservation Measures
$ssx $zv
hsmes' energy use for one year @ rt 180
115781065 pounds of coal burned @ tri
logn Pr apr ieta ry a nd Canfidenti o I 6
soLAR pHOTOVOLTAIC (PV)
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,4.

Proiect Details:

94.5 kW System
175 Sola r Pa nels
Carport Structure's &
Roof Mou nted
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logro P I op t i etd ry o nd aa nfide D ti a I 7

ROJ ECTED PROCRAM FI NANCIALS
Estimated Project Value $zgsx
30 Year Net Project Savings $zH,t
Year I Annual Utility Savings $ssx
IRA Direct Cash Payment - TEMI- + fQAA Loan Option $r3oKIRA Direct Cash Payment - Cash + EQAA Loan Option $zsax **Projected Value is an estimate for the maxlmum potential energy project based on projected savings and is contingent on discovery during the comprehensive audit phase. n'^^,i^+^ ^, - ^.-l r-^^fi.J^^+i^ I

P ER FO R MANC E VALI DATI O N
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Jdtd A,orraL'lrr,!'n: cnudr,. 20:C tu Vd). l0l2
ffiffi- ffiB',NFiEEil
@' GEI. @, @@ffimffi.

Elecrrlc cost by slte ($) Electrlc cost by Month and Year {$) Year a:0i5 !}tb la2r1/ a2t1a,.!2019
5:C0(sj 50(
s1c0(
!:D(
!0( il ll ll iltlr ll ll ll ||, ll ll il .,.Jtr"d *"" .'J onoJ ..'r s "so"rf "O^*"*"od'",c camelon Center
' i rrra Arl! Pl:za
Householo iiezdrdous...

Hril Canycn WastewEier'ireatmeni P...

Civic Arts Plaza P.lrking
6oebel Adull Cenrer
Total
$8.44M
Annual Electdc cost ($)
2022
2421
202020t9
20r820t 720i620r 3
201320r2?01 l201 0
gectric cost by Date ($)
9:0c(
!150(!!nt(
.1016 2018 ;019
*The above is a sample dashboard for illustrative purposes. lt is not reflective of the District's usage costs.

Electricity Cost Overview
logro P r opr ie to ry o nd Ca nfide ntiol 9

ROADMAP TO EFFICIENCY
t
Y' Challenges/ trends
r'' District profileI ldentify objectives
/ Action plan
/ Collect square
footages ofyour
facilities
'/ Collect and
analyze your utilitydata into an easyto-read SltelQ
Report
'/ ldentiry any
existing technical
issues or deferred
maintenance
scope.
.z Sustainability
initiatives
r' Futureoperating
plans
r' Present
preliminary model
of measures and
cash flow
/ Estimated savings'/ Estimated first
costs
./ Estimated
greenhouse gas
emisslons
" Letter of Agreement (LOA) presented
u' Comprehensive
a udit
" Verifo and detail
scope of work
r' Apply for funding
solution
v ldentify and apply
for rebates, grants
and incentives
"/' Confirm schedulev Confirm scope of
work
r' Review financial
performance
.z Finalize funding
solutions
r' Post two-week
notice for CA
Covernment Code
4217 compliance
/ Public hearing
during regularlyscheduled board
meeting
/ Cuaranteed
savings
'/ Cuaranteed fixedfirm price
v Draft program
contract review
t'' District Board
public hearing
/ Execute contract
" lmplementation'/ Measurement and
verification
/ Energy
management
services (ElQ)
Preliminary Facility
& lnfrastructure
Analysis
Presentation of
Measures
Concept
Meeting
Program
Verification
Final Program
Development
Contract &
lmplementation
logro P t opr ie ta ty a nd Conf tde n tio I to
silg,lg,glg Jessica Ritter Local Government Relations M 559.547.1834 E [email protected]
Thank You
FULL PROJECI PROFORMA CASH FLOW 12
scoF: sol.r rt polls DrD.nm.nt & Flh Sbtloh
33J9s
$ 42533
$ 37.609
$ 34,806
I 34256
$ 36,O97
$ 40,479
$ 17,SS7
$ s7,497
$ 70,475
$ a6s7s
$ 'to6,307
$ 1?3570$ 156,690
$ 1a7904
$ 223,463
$ 263,63$ 304,594
t 374,016$ 171,905
$ sn,643
$ 677sA6
$ 790Jt3
$ 909,626$ I,O3655.l
$ 1,t71,340
$ 13.4,473
$ 1,456,457
$ 1,627,A3
$ 1,799,170
I 1981,o77
31,3s5
$ 9J3a
$ 14:s241
$ t2,803)
$ (s50t
$ 1,A42$ 4J81$ 7,O7A
$ 99/n
$ 12,979
$ 16204
$ '19,62a
3 ?3262
$ 27,120
$ 3l:r4
$ 35,559
$ /s170
$ 45,064
$ 59Jr8$ 93,490
$ 99,73a
'1o5,943
$ r25n
$ 'lr95r3
$ 126'925
$ ]'34,749
$ 't43,133$ 151,945
$ 16lJ7s$ l7J3A
$ 1S1,906
c16 Annual Proj.ct
savings
$ 33J95$ 35J99
$ 3752i
$ 39,774
$ 42,160$ 44,690
$ 473n$ 50,214$ 53,227
$ 56,420

59.AO5
$ 63,394$ 67,197
$ 71,229$ 75503
$ ao,o33$ 84,S35
I a9,98
$ 95321$ lot,o40
$ 107,102
$ n3524
$ 120J40$ 127,561$ 135,214$ 143J27$ 151927
't61,O42
$ '170,705
$ 180,947$ t9l,ao4
lnentlvG (lRA) 3096
$ 238,500
solar o&M Sarvlce &
EncrgDr Dashboard
$$ 4,200
I 4326
$ 4,456
$ 4589
$
$ 4,869
$ 5,Ot5
! 5J6s
$ 5,320
$ 5,480
$ 5,614
$ spt4
$ 5,944
$ 6,164
$ 63s3
$ 6,543
$ 6,740
$ 6942
$ 7.1SO
$ 7,365
$ 7,546$ ?,8t3
$ a,o48
8,289
$ s,539
$ e,794
$ 9,O54
$ 9329
$ 9,609

9.898
i l$),817
Estlmat.d Cash
Funded Amount
$ 24t,500
$$
$
$
$
$
$
$$$$$
$$
$$$$$
$$$$$$
$$
$ 24r5OO
ECAA Loan Payment
$
$ 'l9,o6l
$ 38,121$ 3a,t2l$ 3a,l2l$ 3a,t2l$ 38,121$ 38,121
$ 38,t2r$ 38,121$ 34,121$ 38,121
$ 38,121$ 3a,l2l
3S,t2l
$ 3a,t2l$ 38,I21
$ 38,12t
$ 19,O61
$$$$$
$$$
$$$
$ 64a,O59
Year
o
234
567a9
'to
ll
1213
14 l5l617la
t9
20 21
22 25
26 2729
30 Totals
NgIH1.) SitelogtQ ls not a Municipal Financial Advisor and this tool is used to confirm ifthe proposed project is Budget Neutral or better in compliance wilh CA Got. Code 4217.

2.) Cash Flow is based on a PrellminaryAnalysis using rough order of magnitude budgetary estimates and other standard assumptions. Final analysis and results mayvary.3.1 scope ofwok includes Solar at Police Depatment & Fke station ls thc b6a cost ol thc proj.d
s srtelsgis
i5 the podionofthetotal costthat is proposed to be linancedvia the EnersyconseruationAssistance Act 1% Loanis the podion ofthe tobl cost thit h proposed to b€ cash funded bv the city is theAnnual Gross tavinssfrom theSolar PVt an estimated cost iorOperation & Maintenanceoflheproposed solaraiiav, as well.s Si!€loglQ's enerSV managemenlseMceedashboard €
Ndc
t.) SitetogtQ is not a Municipal Financial Advisor and this tool is used to confirm ifthe proposed pro.ject is Budget Neutral or better in compliance with c Gofi. Code 42UZ.) Cash Flow is based on a Pretiminary Analysis uslng rcugh order of magnitude budgetary estimates and oiher standard assumPllons. Final analysis and results mayvary'

3.) Scope ofwok includes Solar at: Police Depadment & Fire Station FULL PRaJECT PRoFoRMAcAsH FLow L' sltetg,gis
sots: sol.r rt Pollo D.F.frmnt I Hr sbtlon
$ 33J9s
$ 192,812
3 166,t67
$ 141,643
s il9J73
$
$ azt54
$ 67,51',|
$ 55,730
$ 46,944$ 41.472
$ 39,379
$ 4,92t
$ 46,320
$ ss,813
$ ao,5l2
J 120.6s2$ 165,716
$ 235,64
$ 32A,951
$ 424'692
$ 534,634
$ 647J61
$ 766,674
$ a93599
$ I,O2a,3a9$ Ll752l
$ 1,323.SO6
$ t.4a4,8Al$ 1,656,219$ La3a,r25
$ 33395$ 159,417
$ (26,6451$ 124,524)
$ 12..zntl
$ fr9.8791
$ n73391
$ 111,643\
$ fl1,7811
$ la,1 42)
$ (sslZ$ (2.O931
$ 1,s42
$ 5,399
$ 9,493
$ 21,699
$ 4A]70
$ 45,064
$ 69Jle$ 93,490
$ 99:Be
105,943
$ n2.9'27
$ l19,5t3
$ 126925
$ ]B4,7A9
$ l4J,t33$ 't51,985
$ 161375$ '17l,338
t la1906
GrG Annu.l Prcject
savings
$ 33,395$ 3sJ99
$ 37523
$ 39,77 4
$ 42160$ 41,690
$ 473n$ 50,214$ s3,227
s 56,420$ s9,ao5
$ 63394$ 67,197
$ Tt,229s 75.503
$ ao,o33
$ s483s
$ 89,925$ 95J21
$ lol,o40
$ 't07J02
$ il3,52S
$ 120340
$ 127,561$ 135.214
$ 143,327$ '151,927
$ 161,O42
$ 170,7o5
$ 1AO,94
$ 191.804
lncentivc (lRA) 30% 01
ECAA Funded Amoud
$ 't69,OOO
solar o&M S.dic. &
Enqrgy Dashboard
$
$ 4,200
$ 4325
$ 4,456$ 4,549
$ 4,727
$ 4,469
$ 5,015
$ s,165
$ 5320
$ 5,44O
$ 5,644$ s,at4
$ 5,988
6J68
$ 6,353
$ 6,543
$ 5,'7 40
$ 6P42$ 7,150
$ 7 365
$ 7,586! 7,a13
$ a,o4a
$ s,2s9
$ a,538
$ 8,794
$ 9,O54
$ 93D
$ 9,609$
$ r99,E
Estim.ted Anhu.l
TEML Fin.nca
Paymont
$ 21,721
$ 21,721$ 21,721$ 21,721$ 21,721$ I,721
$ 21,721$ 21,721$ 21,721
21,721
$ 21,7I$ 21,721
$ 21,721$ 2t,721
$ 10,860
$$$
$
$
$$$$
$
$
$$
$
$ 5t495t
Estlmat.d Annu.l
ECAA lran Paym.nt
$
$ 't9,06l
$ 3S,t2l$ 3a,l2l$ 3A,121$ 38,121
$ 3A,l2I$ 38,12i$ 3A,121$ 38,t21
$ 3e121$ 3a,Pt
34,P]
$ 34,121
$ 38,121
$ 3S,r2r
$ 3A,l2l$ 38,121
$ l9,o5l
$
$$$$
$
$
$$$$$
3 64a,O59
o2
3567a
9 l0
1l
12l3
14 ts
I6
17 't8
19 20
21 222321
E
26 272A2930
Totals
ls th. b.3. cd ofthc projd
G the ponion of thetotal costthat 6 proposedto befrhancedvla the EnetgvCon5eruation&sstance A.i 1%Loanis the poiiron of the total cost rhat 6 proposed to befinanced vra Tar Etempt Municrp.l Lease. is iheAnnual Gro$ srving5 i.omthe 5ol'Pv
sauTpN
an drimated cosrlor Operarion & Maintenrnceofthe proposed 30 ar ailay,as well asSiteloglQt e.er8y hanagemenrsetuices dashboard

MEETING MINUTES
The City CounciVsuccessor Agency of the City of Firebaugh Vol. No. 22112-19
PURSUANT TO PARAGRAPH II OF BXECUTIVE ORDER N-25.20'
EXECUTBD BY THE GOVERNOR OF CALIFORNIA ON MARCH12,2020
City Council Meeting held via teleconferencing.
*pursuant to Government Code Section 54953 (b) (2), all action taken during this teleconferenced meeting shall be by roll call vote.

Location of Meeting: Andrew Firebaugh Community Center
1655 13th Streeto Firebatgh,CA 93622
Date/Time: December 19,202216200 p,m.

CALL TO ORDER Meeting called to order by Mayor Pro Temp Perez at 6:00 p.m.

ROLL CALL Mayor Brady Jenkins
Mayor Pro Tem Felipe Pdrez
Council Member Elsa Lopez
Council Member Freddy Valdez
Council Member Marcia Sablan
ABSENT:

OTHERS: City Attomey James McCann; City Manager Ben Gallegos; Deputy Clerk, Rita Lozano; Public Works Director, Michael Molina; Acct Tech I, Olga Flores; Fire Chief John Borboa; City Engineer, Mario Gouveia; City Planner Karl Schoettler; Wesley Smith of RSG; Marc Benjamin - Supervisor's Office of Brian Pacheco; Silvia Renteria, Raquel Tabares, Eddie Flores, Amanda Fleming Speakes, Hector Marin, Chris Gutierrez & others.

PLEDGE OF ALLEGIANCE Council Member valdez led pledge of Allegiance.

APPROVAL OF THE AGENDA
Motion to appruve agenda by Council Member Valdez, second by Council Member Perez, motion passed by 5-0 vote.

PUBLIC COMMENT
Hector Marin, on December lQth was in a vehicle accident & hit by a DUI driver, both he & his son were sent to the hospital, and he wanted to commend and thank the Police Dept, Officers, Dispatchers and Fire Dept for there quick response. The Cadet Program did an excellentjob and all the individuals that response was professional.

PRESENTATION
I. RESOLUTION NO. 22-57 . A RESOLUTION OF THE CITY COANCIL OF THE CITY OF FIREBAAGH cl|vlsg\e lnn nnctlntxe run nnsatrs op run enNnnet ntncrrcN nnto ow Novnunnn 8, 2022.

Motion to spprove Resolution No. 22-57 by Councit Member Sablan, second by Council Member Lopez, motion passed by 5-0 vote.

2. SWEAR-IN ELECTED OFFICIALS.

Newly elected Council Member Silvia Renteria, City Clerk Amanda Fleming and Cumbent Council Member Felipe Perez were sworn in.

REORGANIZATION

3. REORGANIZATION OF CITY COUNCIL.

A. Mayor New MaYor FeliPe Perez
B. Muyor Pro-Tem New Mayor Pto-Tem Elsa Lopez
City Council Minutes
December 19,2022

4. RECOGNITION OF COANCIL MEMBERSABLAN.

CONSENT CALENDAR

5. APPROVAL OF MINUTES - The Citv Council reeular meetins on December 5. 2022.

6. WAIUTANT REGISTER - Period startine November 1 and endine on November 30. 2022.

November 2022

7. CITY OF FIREBAUGH 2023 HOLIDAY SCHEDULE.

8. CITY OF'FIREBAUGH 2023 COUNCIL MEETING SCHEDULE.
g. RESOLUTION NO. 22-58 - A RESOLUTION OF' THE CITY COUNCIL OF THE CITY OF FIREBAUGH AUTHORIZING USE OF EMERGENCY REMOTE TELECONFERENCING PROVISIONS.

Motion to approve Consent Calendar by Council Member Valdez, second by Council Member Perez, motion passed by 5-0 vote.

PUBLIC HEARING

10. ORDINANCE NO. 22-05 - AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF FIREBAUGH nrwrNbrNC SUBSECTTON ZS-1S.: (R-t ZONE OnRMrtrnl uSnS). SUnSnCttON Zs-tZ.S (R-l (TN) ZONE (PnnMrrrnn usns)t. suBsncrroN zs-rg.: (R-z lNn n-t zoNns (PnRMlrrrl usnstt. ANn zs-ar.g (sBncr]{I, usns (sncoiu trnsmnNrlAr, uNlrst) or rne rRngA.ucH vluNrcrpAl conn. RELATING TO ACCESSORY DWELLING UNITS - SECOND READING.

Open hearing at 6:18 pm - no comment given - Close hearing at 6:18 pm Motion to approve Ord 22-05 by Council Member Lopez, second by Council Member Valdez, motion passed by 5-0-

NEW BUSINESS

11. SERVICES FOR THE FIREBAUGH MUNICIPAL AIRPORT.

Motion to epprove Resolution No. 22-59 by Council Member Lope4, second by Council Member Valdez, motion passed by 5-0 vote.
* Motion to enter Successor Agency at 6:24 pm by Member Valdez, second by Member Lopez, motion passed by 5-0 vote.

SUCCESSOR AGENCY MATTERS

12. RESOLUTION NO. 22-60 - A RESOLUTION OF THE SUCCESSOR AGENCY TO THE FIREBAUGH nnnnvrr,opnnnNr lcuNcy lppnovrNc rnn nncocNrznn ogl.rcArroN pAvl{nNr SGHEDULE rrcrn tUt y i. ZOZI. rHnOUCn lUNn SO. ZOZ+. lNn rnn AnnlrNrSrntrtVn nUnCer rOn.rUr,y r" 2023.

THROUGH JUNE 30. 2024.

Motion to approve Resolution No. 22-60 by Member Vatdez, second by Member Perez, motion passed by 5-0 vote. * Motion to enter Successor Agency at 6:37 pm by Member Valdez, second by Member Lopez, motion passed by 5-0 voteGeneral Warrants Payroll Warrants
TOTAL
#43544 - #43648
#7t899 - #7t924
$ 982,101.1 I
$ 190.180.13
s 1,172,281.24
City Council Minutes
December 19,2022

STAFF REPORTS
D Police Chief Sat Ravsoza - Congratulated the new elected officials. Toy drive at 3:00 pm on Wednesday at the Firebaugh High parking lot. City Clerk Fleming asked about the check point PD held. Chief Raygo za reported, citations were issued for suspended license or no license drivers, but no DUI. Department was awarded a grant by Dept of Traffic Safety.

Y Public llorks Director. Michqel Molina -Zozaya will be closed due to construction at Fr. Craig & Thomas Conboy.

D Citv Manasen Ben Gsllesos - Mike of Motel 33 donated old fumiture to Habitat for Humanity, hopefully the funding will go back to their local project. Merry Christmas to all of you, will start vacation on Friday.

Y Citv Ensineer Mqrio Gouveia - nothing to report.

D Deputv Citv Clerk, Rita Lozano - nothing to report.

D Citv Attornev, James McCann - nothing to report.

Y Council Member Lopez- congratulated newly elected council member and city clerk for filling vacant seat.

D Fire Chiefl, John Borbos - nothing to report.

D Council Member Perez -Thanked everyone for attend the council meeting, we're here to serve everybody.

Y Council Member Valdez- Father, Vocations were brought back in the past around 2015, so we welcome you, just please let Rita know if you are interested so she may place you on the agenda.

Y Council Member Renteria - thanked everyone, stated, she is glad to be here, hopefully, she can continue in Marcia Sablan's steps to serve the community, thanked her family for their support, in be able to server as a council member, it would not be an option without their support. Attended at the DUI check point, I've never seen it from their point of view, or watched them do want they do, kudos to them. I wanted to commend them for their hard work, they stood in the freezing cold, people aren't happy to be pulled over and staff were with smiles and happy to be out here serving the community, with no complaints. They enjoy what they do, and it was nice to watch them, so thank you for opportunity Sergeant Martinez and Corporal Campa.

Y Council Member Jenkins - Want to do something in honor of Josh Allen, his grandparents will pay half, place on the agenda to discuss.

The Father from our St. Joseph Catholic church provided aprayil and informed everyon€ of times for Christmas mass, English at 4:00 pm., Spanish mass at 6:oo pm.

PI]BLIC COMMENT

CLOSED SESSION

ANNOUNCEMENT AFTER CLOSED SESSION

ADJOURNMENT
Motion to sdiourn at 6:48 pm by Council Member Valdez, second by Council Member Lopez, motion passes by a 5-0 vote.

REPOR T TO CITY CO(TNCIL

MEMORANDUM
AGENDA ITEM NO:

COUNCIL MEETING DATE: 6.2023
SUBJECT: Warrant Register Dated: December 1,2022 - December 3l'2022 RECOMMENDATION:

In accordance with Section 37202 of the Government Code of the State of California there is presented here with a summary of the demands against the City of Firebaugh covering obligations to be paid during the period of:

DECEMBER T, 2022 - DECEMBER 3 T, 2022
Each demand has been audited and I hereby certify to their accuracy and that there are sufficient funds for their payment as of this date.

IT IS HEREBY RECOMMENDED THE CITY COUNCIL
APPROVE THE REGISTER OF DEMANDS AS FOLLOWS:

GENERAL WARRANTS

PAYROLL WARRANTS
.# 43649 - #43829
.#71925 - #71937
$ r.326.409.03 $ 145.376.81
TOTAL WARRANTS $ 1,471,785.84

CITY OF FIREBAUGH ACCOUNTS PAYABLE
WARRANTS DECEMBER l, 2022- DECEMBER 31, 2022
Check
Number
42976
Check
Date Name
I2I8I2O22 CUT RATE BATTERIES
Net
Amount Description
$ (55.00) CW 042976 Reversed
43649 121U2022 U.S. POSTMASTER S 228.57 LATE NOTICES BILLING DEC2 43650 I2III2O22 FERNANDO CAMPA $ 9OO.OO 2022 UNIFORM ALLOWANCE 43651 I2III2O22 FERNANDO CAMPA $ 3OO.OO HEALTH INSURANCE STIPEND 43652 T2III2O22 ruAN C. CASTILLO $ 9OO.OO 2022 UNIFORM ALLOWANCE 43653 I2III2O22 ALD( STEPHANIE CHACON $ 3OO.OO HEALTH INSURANCE STIPEND 43654 I2III2O22GOLDENONECREDITTINION $ 1,666.66 JOHNBORBOAMONTHLYSTIPEND 43655 I2III2O22 BRADY JENKINS 315.00 MONTHLY STIPEND ATTENDANCE 43656 t21U2022 RODDY A. LAKE 241.53 POLICE MEDICAL RETIREE 436s7 t21U2022 SAMPSON LEE 75O.OO 2022 UNIFORM ALLOWANCE 3OO.OO HEALTH INSURANCE STIPEND
Check Total: $ 1,050.00
43658 I2III2O22 RACHEL LOPEZ $ 3OO.OO HEALTH INSURANCE STIPEND 436s9 121U2022RrTALOZANO S 206.00 MEAL PER DIEM CITY CLERK 43660 I2III2O22MAGDAMARTINEZ $ 9OO.OO 2022 LINIFORM ALLOWANCE 43661 121U2022 SANDRAJ. MARQUEZ $ 3OO.OO HEALTH INSURANCE STIPEND 43662 t21U2022 SANDRA JEANETTE MARQUEj $ 25.00 2022 LINIFORM ALLOWANCE 43663 I2III2O22 BRETT M. MILLER $ 9OO.OO 2022 LINIFORM ALLOWANCE 43664 I2III2O22 SALVADOR RAYGOZA $ 9OO.OO 2022 UNIFORM ALLOWANCE 43665 I2III2O22 SALVADORRAYGOZA $ 3OO.OO HEALTH INSURANCE STIPEND 43666 I2I1I2O22 JUAN PEDRO SANCHEZ $ 3OO.OO HEALTH INSURANCE STIPEND S 3OO.OO HEALTH INSURANCE STIPEND
$ 78O.OO 2022 UNIFORM ALLOWANCE
43667 I2III2O22 CEASAR SIERRAS
43668 l2lll2022 RAQITEL TABARES
$
$
$
$
43669 r2t1t2022 JACQUELTNE TABARES pret r of ls 300.00 2022 UNIFORM ALLOWANCE

CITY OF FIREBAUGII ACCOUNTS PAYABLE
WARRANTS DECEMBER l, 2022- DECEMB F,R 31, 2022
Check
Number
43670
Check
Date Name
I2I I I 2022 RODOLFO TABARES
Net
Amount DescriPtion
9OO.OO 2022 UNIFORM ALLOWANCE
3OO.OO HEALTH INSURANCE STIPEND
3I5.OO MONTHLY SALARY ATTENDANCE
9OO.OO 2022 UNIFORM ALLOWANCE
2,940.54 GUTTER BROOMS-16
58,059. 1 6 EMERGENCY GENERATOR
2,12T.87 FIREBAUGH FIRE STATION
9,910.44 FRESNO CO MULTI JURISDICTION
453.85 MULTI JURISDICTIONAL HOUSE

32.00 FINGERPRINTS OCTOBER 2022
7O.OO BLOOD ALCOHOL ANALYSIS
162.52 ACCESS FEES OCTOBER2O2Z

98.46 23 PRISONER PROCESSING FEE
4367r r2lll2022 JACQUELINETABARES
43672 I2III2O22 ALFRED VALDEZ
43673 I2III2O22 JORGE ZARAGOZA
43674
$
$
$
$
I2I2I2O22 ACME ROTARY BROOM SERV $
43675 I2I2I2O22 ARDENT GENERAL INC.

CheckTotal: $ 60,181.03
43676 T2I2/2O22ARMSTRONG'SPETWORLD $ 127.71 KgFOODKONAOCTOBER2022 43677 t21212022 AT&T MOBILITY $ 741.66 CITY HALL/PWCOUNCIL CELLPHONE 43678 121212022 AT&T $ 926.89 ALL DEPT INTERNET/TELEPHONE 43679 I2I2I2O22SEBASTIAN $ 59.95 SENIOR CENTER ALARM SECURITY 43680 I2I2I2O22 BOUND TREE MEDICAL, LLC $ 105.36 FD-OXYGEN REGULATOR 43681 I2I2I2O22 CORBIN WILLITS SYSTEMS $ 1,094.06 ADMINISTRATION C/W SERVICE $
$
43682 I2I2I2O22 FRESNO COI.]NCIL OF GOVER} $
$
CheckTotal: $ 10,364.29
43683 I2I2I2O22 DEPARTMENT OF ruSTICE
Check Total: $ 102.00
43684 I2I2I2O22 FERGUSONWATERWORKS #1 $ 73.69 PW-PSI NSF BLK 43685 I2I2I2O22 FIREBAUGH AUTO REPAIR $ 61.75 NISSAN ALTIMA SMOG $
$
43686 I2I2I2O22 FRESNO COIINTY TREASUREI $
$
Check Total: $ 260.98
$ 52.06 007-110-38 1666 ELEVENTH
$ 1,613.86 ADMINISTRATIONPROPERTYTAX

Page 2 of 15 ends

43687 I2I2I2O22 OSCAR J. GARCIA,CPA

CITY OF FIREBAUGH ACCOUNTS PAYABLE
WARRANTS DECEMBER l, 2022- DECEMBER 31, 2022
Check
Number
43687
Check
Date Name
I2I2I2O22 OSCAR J. GARCIA,CPA $
Check Total: $ 1,717.98
43688 I2I2|2O22INTERGRATED DESIGNS BY $ 3,355.00 FIREBAUGH POLICE STATION 43689 12/212022 JORGENSEN COMPANY $ 52.17 FD-FIRE EXT. A/ALVE STEM 43690 12/212022 ADELAIDA LOPEZ $ 3OO.OO FACE PAINTING XMAS RAFFLE 43702 12/212022 STATE FOODS SUPERMARKE] $
$
Net
Amount Description

52.06 007 -rt0-23 1666 ELEVENTH
9,160.69 GENERAL LEGAL MATTERS THR
6,009.33 PERSONAL MATTERS THRU OCT
1O8.OO COMPLAINT REVERSE VALDATION
1,083.08 POSTAGE REFILL 10/28

14.03 OLGA-MOUSEPAD
283.88 CITY HALL-OFFICE SUPPLIES

5.99 PD-COFFEE FRIAS HEARING

15.98 SENIOR CTR-CREAMER
43691 I2I2I2O22 LOZANO SMITH ATTORNEYS
Check Total: $ 15,278.02
43692 I2I2I2O22 MAS ENTERTAINMENT $ 9OO.OO DJ SERVICES XMAS RAFFLE 43693 I2I2I2O22 MID-VALLEY DISPOSAL $ 85.00 WATER TREATMENT PLANT $ 96.08 1325 0 STREET
Check Total: $ 181 .08
43694 T2I2I2O22PACIFICTENT&AWNING $ 1,656.74 FD-SATINFLAGPOLEFINAL 43695 12/212022 SW PARRA $ 4SO.OO CARICATURE ARTIST XMAS RAFFLE 43696 I2I2I2O22 MANUEL PEREZ $
43697 121212022 PTTNEY BOWES #8000-9090- $
7O.OO PHOTOSHOOT FIREBAUGH POLICE
43698 490,24 LEASE 9130-12129,2022
$
$
$
12/212022 PITNEY BOWES GLOBAL FINA $
43699 121212022 QUILL CORPORATION
Check Total: $ 297.91
43700 12/212022 RELIABLE TRANSLATIONS, II\i $ 75.00 TRANSLATION PUBLIC NOTICE 43701 1212/2022 STATE WATER RESOURCES CI $ 12O.OO DUAL CERTIFIED MICHAEL MOLINA $
$
Check Total: $ 21.97
43703 I2I2I2O22 SEAN STEVENS $ 1,304.95 REMAINING BALANCE CHARACTER

Page 3 of 15 ends

CITY OF FIREBAUGH ACCOUNTS PAYABLE
WARRANTS DECEMBER l, 2022- DECEMBER 31, 2022
Check
Number
43704
Check
Date Name
I2I2I2O22 TECH MASTER MANAGEMEN $
Net
Amount Description
4O.OO POLICE DEPT PEST CONTROL
43705 I2I2I2O22 TOP DOG TRAINING CENTER, $ TZ5.OO K9 TRAINING IIIO7I22 43706 121212022 USA BLUEBOOK $ 241,48 CHISEL w/ FORWARD 43707 t2l2l2022DATAPATH $
$
$
4,672.50 MONTHLY BILLING NOVEMBER
1O.OO MANAGED SINGLE DOMAIN SECTOR
1,OOO.OO SERVICE-END USER SUPPORT
43712 I2I8I2O22 JAMES BRADFORD BRTTTON 2,OOO.OO AMERICAN RESCUE PLAN ACT 43713 I2I8I2O22 COLTON JOE DIEDRICH 5OO.OO AMERICAN RESCUE PLAN ACT Check Total: $ 5,682.50
43708 121212022 SANTOS FORD $ 36,836.63 2O22FORDPOLICEUTILITY 43709 r2lsl2022 U.S. POSTMASTER
43710 I2I7I2O22 CITY OF FIREBAUGH
437rr 121812022 JOHN BORBOA
43719 121812022 BRYAN J LOWRY
43720 I2I8I2O22 ADRIAN JORGE MAGANA
43721 1218/2022 SHERRY MARSIIALL
43722 I2IsI2O22HECTORARTUROMARIN
$
$
$
$
$
1,01 8.59 UTILITY BILLING DECEMBER
138,179.90 AMERICAN RESCUE PLAN ACT
2,OOO.OO AT{ERICA}I RESCUE PLAN ACT
1,5OO.OO AMERICAN RESCUE PLAN ACT
2,OOO.OO AMERICAN RESCUE PLAN ACT
1,5OO.OO AMERICAN RESCUE PLAN ACT
2,OOO.OO AMERICAN RESCUE PLAN ACT
43714 T2ISI2O22CORBINDIEDRICH $ 5OO.OO AMERICAN RESCUE PLAN ACT 43715 I2I8I2O22 DANNY B. FLORES $ 5OO.OO AMERICAN RESCUE PLAN ACT 43716 I2I8I2O22 ANGELICA GALLEGOS $ 5OO.OO AMERICAN RESCUE PLAN ACT 43717 I2ISI2Oz2BENJAMINRYANGALLEGOS $ 5OO.OO AMERICANRESCUEPLANACT 43718 I2ISI}O2}DILLONJOSEPHKNIGHT $ I,OOO.OO AMERICANRESCIIE PLANACT $
$
$
$
43723 1218/2022 MAXIMUS THOMAS MARTINE $ I,OOO.OO AMERICAN RESCUE PLAN ACT 43724 T}ISI2O22ANGELETHANMEDINA S 5OO.OO AMERICANRESCUEPLANACT

Page 4 of 15 ends

CITY OF FIREBAUGH ACCOUNTS PAYABLE
WARRANTS DECEMBER l, 2022- DECEMBER 31, 2022
Check
Number
43725
Check
Date Name
I2I 8 I 2022 MICHAEL MOLINA
Net
Amount Description
1,OOO.OO AMERICAN RESCUE PLAN ACT
5OO.OO AMERICAN RESCUE PLAN ACT
1,5OO.OO AMERICAN RESCUE PLAN ACT
5OO.OO AMERICAN RESCUE PLAN ACT
1,5OO.OO AMERICAN RESCUE PLAN ACT
1,OOO.OO AMERICAN RESCUE PLAN ACT
43726 1218/2022 NICHOLAS ROD MOLINA
43727 I2ISI2O22JOSHUANAVARRO
43728 I2I8I2O22 JOSE DE JESUS OROZCO
43729 I2I8I2O22 DANNY PACIM
43730 I2I8I2O22 ANTHONY PAREDES
43734 T2I9I2O22 LAURA BATZ
43735 12/912022 ADALBERTO BECCERA
286.41
135,212.34 FIREBAUGH POLICE STATION
501.86 ALL DEPT TELEPHONE
926.89 ALL DEPT INTERNET/TELEPHONE
5O.OO COMMERCIAL BOOTH SPACE RENTAL
4O.OO FOOD BOOTH SPACE REIMBURSE
$
$
$
$
$
$
4373r
Check Total: $
43732 121912022 ARDENT GENERAL INC. $
43733 t2l9l2o22 AT&T $
$
Check Total: $ 1,428.75

ELBOWSCHEDULE

ENCLO SED AREA-VALVE BOX/VALVE

ATLAS GLOVES

REDUCER BUSHING SCHEDULE

RAIN PONCHO

ELBOWPRIMER PURPLE

ELBOW SCHEDULE

GASKET RING
ELBOw/COUPLING

ELBOWADAPTER/PVC

GLOVES/GASKET
I2I9I2O22 AGRI-VALLEY IRRIGATION LI $ 4.27

29.44 5.99

1.58 5.s4

18.98 24.29

10.78 r7s.95

2.50 7.09
$
$
$
$
$
$
$
$
$
$
$
$
43736 121912022 BOLIND TREE MEDICAL, LLC 93.35 FD-STETHOSCOPE

6.64 FD-WRENCH

83.62 FD-OB KIT SEALED
Check Total: $ 183.61
43737 I2/}I2O2}BUSHENGINEERINGINC. $ 5OO.OO WATERMETERRENTALFEEruS $
$
$
$
43738 I2I9I2O22 ANALUPE CASTILLO

Page 5 ends

25.00 COMMERICAL BOOTH SPACE REFLTND

CITY OF FIREBAUGH ACCOUNTS PAYABLE
WARRANTS DECEMBER l, 2022- DECEMBER 31, 2022
Check
Number
43739
Check
Date Name
I2I9 12022 CINTAS CORPORATION
Net
Amount Description
710.94 MEDICAL SUPPLTES ALL DEPT
43740 I2I9I2O22 CUT RATE BATTERIES
4374T 121912022 YESENIA FAUSTO
43747 I2I9I2O22 JONATHAN GONZALES
43748 I2I9I2O22 GOUVEIAENGINEERING, INC

55.00 FD-CHARGER KENWOOD INSERT

25.00 COMMERCIAL BOOTH SPACE REFUND
$
$
$
43742 4O.OO FOOD BOOTH SPACE REIMBURSE
43743 I2IqI2O22FIREBAUGHHARDWARECOIV $ 7T.24 DOGFOOD

43.18 DOGFOOD
(43.18) RETURN DOG FOOD

3.23 SOCKET TO OUTLET ADAPTER

9.72 KEY KWl

43.18 DOGFOOD
Check Total: $ t27.37
43744 I2I9I2O22 HILDA M FLORES $
$
4O.OO FOOD BOOTH SPACE REIMBURSE
43745 121912022 FRESNO OXYGEN 92.05 PW-SHOP
43746 I2I9I2O22 STEPHANIEGONZALES $ 348.29 REIMBURSEMENT FOR BREAKFAST 1,036.14 AMERICAN FIDELITY REFI-IND
I2I9I2O22 FIRBAUGH MUSIC BOOSTERS $
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
2,250.94
1,576.31
469.88
1,000.13
2,341.19
370.13
1,560.00
309.75
14,100.00
276.94
r57.50
3,530.63
1,218.76
806.31
5r9.75
2,299.50
3,364.14
3,983.44
3,927.63
705. 1 O POLICE/FIRE BUILDING
720.27 SITE REVIEW 2O2O-O
7 25.01 PUBLIC WORKS GENERAL
725.08 s-YEAR CIP
725.13C UTILITY & SURFACE
7 30.02-22 SSMP UPDATE-2O2
730.09 SRF WWTP DESIGN
74O.OI WATER GENERAL
74O.I3D 2019 CDBG WATERLINE
74O.I4D HUD TANK AND PIPE
745.01STREETS GENERAL
745.02D HWY 33 BEAUTIFICATION
7 4 5 .28D C}|dL - s 224 (0 2 6)ALLEY
7 4s.29D CML-5224(027) J &r
745.34C 14TH STREET REHAB
745,3512TH ST/NEES AVE R
7 45 .3 5D STPL-1224(028) 12
745.36D22123 CONCRETE
745.37C 22123 SLURRY SEAL
760.0I AIRPORT GENERAL
7 60.07 PAVEMENT MANAGEMENT
858.38
62s.26 ergt o or rs

CITY OF FIREBAUGII ACCOUNTS PAYABLE
WARRANTS DECEMBER l, 2022- DECEMBER 31, 2022
Check
Number
43748
Net
Amount
2t.56

27.56 27.56
354.38
757.77
9,043.73
786.r9
Check
Date Name
I2/9 12022 GOI.IVEIA ENGINEERING, INC. $
$
$
$
$
$
$
Check Total: S 56,570.72
43749 121912022 GRAINGER, fNC.
43750 I2I9I2O22 MARI,A GUERRERO
4375r 1219/2022 JO STUDIOS
43752 I2I9I2O22 KERWEST,INC. DBA
43753 I2I9I2O22 KIMBALL-MIDWEST
Check Total: $
43754 T2I9I2O22 KTS SERVICES OF NORTHERN $
43755 I2I9I2O22 MANUELS TIRE SERVICE, INC $
$
373.93
Description
780.03-1 GREYSTONE EST PHASE
780.03.2 GREYSTONE ESTS PHASE
780.03-3 GREYSTONE ESTS PHASE
780.04 WEST HILLS EXPANSION
780.05 MISC INSPECTIONS
7 85.27 CENCAL SUBDTVISION
7 2O.OI PLANNING GENERAL
43756 1219/2022 JESSICA MARTINEZ
43757 121912022 ERASMO MEDINA
43758 I2I9I2O22MID-VALLEYDISPOSAL
$ 244.28 HD BALLAST KIT,PULSE

25.00 COMMERCIAL BOOTH SPACE REFUND
45O.OO DEPOSIT FOR STAGE / LIGITIGATION

84.00 PLANNING COMMISSIONER
31 5.89 NON CHLORINATED PENETRATION

58.04 CAP SCREW
427.50 SERVICE CALL/SERVER DOWN
147.46 PW TRAILER-TIRE

38.58 RADIAL PATCH
186.04

25.00 COMMERCIAL BOOTH SPACE REFLIND
4O.OO FOOD BOOTH SPACE REIMBURS
437.75 WATER TREATMENT PLANT
$
$
$
$
$
Check Total: $
$
$
35 708.43 DISPOSAL SERVICES NOVEMBER22
Check Total: $ 36,146. 1 8
43759 I2IqI}O2}MIGUEL'S PLUMBING SERVIC] $ 160.00 CITYHALLREPAIRED LAV 43760 I2IqI2O22NORTHSTARCHEMICAL $ 5,329.97 SODruMI{YPOCHLORITE 43761 I2I9I2O22 PACIFIC GAS & ELECTRIC $ 35,390.19 ALL DEPTS #7355932148-1 $
$
$
$
$

59.7 6 CTTY HALL-PLATES/FORKS MEETING
(l 3.s9) CITY HALL CREDIT PLATES

65.82 COMM. CTR-BLEAC}VCONTAINER
43762 121912022 QLTILL CORPORATION

Page 7 of 15 ends

CITY OF FIREBAUGH ACCOUNTS PAYABLE
WARRANTS DECEMBER L, 2022- DECEMBBR3L,2022
Check
Number
43762
Check
Date Name
I2/9 12022 QUILL CORPORATION
Net
Amount
$ 17.78
$ 139.74
$ s77.s7
$ 37.12
DescriPtion

PIO-FINGERTIP SORTWIK

CITY HALL-OFFICE SUPPLIES

PD-TRASH BAGS/CITY HALL

SENIOR CTR-COFFEE FILTERS
BROOMiBLEACTVCOUPLER

STUD ANCHORS

NYLON ROPE

BATTERY

ENERGZER C BATTERIES

PIPE/TEST CAP/ELBOW

PIPE NIPPLE/VALVE/ELBOW
BULB

SUCTION HO SE/ELBOWADAPTOR

BAR & CHAIN OIL

ELBOWADAPTOR

SAWSALL

SCRATCH BRUSH

V BELTS

WING NUT
CREDIT

TROWEL ALIIM

CREDIT SUCTION HOSE

CAPSCREWBRUSH
CLOTH

PD-LAG SCREWFLATWASHER

SAFETY VEST

BLEACIYDISINFECTANT SPRAY

CAMOUFLAGE SPRAY
wD 40

REPAIR CLAMP

SPRAY PAINT GREEN

BLUE TAPE

RAINCOAT

BUSHING
CAP SCREWA{UT

CAP SCREWSTAINLESS NUT

FD-BLK RUBBER

GREEN SPRAY PAINT
Check Total: $ 884.20
43763 T2I9I2O22 SEAN STEVENS $ 1,204.00 REMAINING BALANCE DISNEY 43764 I2I\I2O22 TECH MASTER MANAGEMEI\T $ 15O.OO ALL DEPT PEST CONTROL 43765 I2I9I2O22 THARP'S FARM SUPPLY 49.54

10.93 t0.26
374.80

18.99 61.06

30.04 9.72

71.52 7.29

49.50 7.r8
s.t7

18.53 1.35
(0.01)

9.45 (7r.s2)
t3.87

9.36 6.87

14.63 29.07

25.54 14.00

32.42 19.42
t2.58

13.66 t2.84

12.62 s.25
s.25

16.47 t2.58
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
ergt a ot rs

CITY OF FIREBAUGH ACCOUNTS PAYABLE
WARRANTS DECEMBER l, 2022- DECEMBER 3l o 2022
Check
Number
4376s
Amount

5.05 160.69

2.t5

82.11 3.13

19.53 8.27

33.04 30.06

96.86 27.46

8.70 4.30

22.66 6.80

27.60 39.09

1.09 0.81

19.67 30.82

15.48 1 14.18

94.86 81.92

28.54 7r.82

22.66 67.79
2t.s3
Check Total: $ 2,068.90
43766 T}IqI2O22THOMASONTRACTORCOMPI $
Check Total: $ 242.17
43767 I2I9I2O22 ALYSSA TRUJILLO
Check
Date Name
I2I9I2O22 THARP'S FARM SUPPLY
Description

CHAINSAW FILE

TRAILER LOCK/BALL

CURTIS KEYS

SLEDGE HAMMER

BELL REDUCER

BATTERIESAMORK GLOVES

BUTANE FUEL

COMPRESSION COUPLING

SAW BLADE
PARKS-ELBOW.PVC

PARKS-GLUE/PRIMER
FLATWASHER/I{EX NUT/AS SORT

CURTIS KEYS
ANGEL

WATER NOZZLE

KEYED ALIKE LOCK

ALLS IN BOX

HEX NUT/CAPSCREW

TOWELS/GRAFFITTI REMOVER

ZIP TMS/BLK TIES

TRAY LINER/PAINT ROLL

CURTIS KEYS/SCENT BOMB

PIPE SEALANT/ALLS IN BOX

BLADE/SAWSALL
WD 4O/CLEANER

MOTOR FUEL PUMP
ANGLE

WELDING WIRE

WINDEX/DRAIN CLEAN

71.23 WT CHARGED BATTERY

24.35 EYEBOLT
146.59 OIL/CHAIN

25.00 COMMERCIAL BOOTH SPACE REFUND
rt6.57 SHOP
23,83 COMMUNITY CTR

19.43 CITY HALL

41.03 SENIORCTR
116.57 SHOP
Net
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
s
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$

Page 9 of 15 ends

43768 I2I9I2O22 UNIFIRST CORPORATION

CITY OF FIREBAUGH ACCOUNTS PAYABLE
WARRANTS DECEMBER l, 2022- DECEMBER 31, 2022
Check
Number
43768
Net
Amount
$ 23.83
$ 19.43
$ 41.03
$ 148.96
$ 23.83
$ 19.43
$ 41.03
$ 1 16.s7
$ 23.83
$ 19.43
$ 41.03
$ 116.57
$ 23.83
$ 19.43
$ 41.03
Check
Date Name
12 I 9 I 2022 UNIFIRST CORPORATION
Descriotion

COMMUMTY CTR

CITY HALL

SENIOR CTR
SHOP

COMMLINITY CTR

CITY HALL

SEMOR CTR
SHOP

COMMUNITY CTR

CITY HALL

SENIOR CTR
SHOP

COMMUNITY CTR

CITY HALL

SENIOR CTR
Check Total: $ 1,036.69
43769 I2tgt2o22 U.S. BANK EQUTPMENT FrNAN $ 506.93 RNT/LEASE EQUIP rrl20-12 43770 r2l9l2022DATAPATH 4,672.50 MONTHLY BILLING OCTOBER 22 4,815.50 MONTHLY BILLING DECEMBER
Check Total: $ 9,488.00
43771 I2I9I2O22 GILBERTO AVENTURA 25.00 COMMERCIAL BOOTH SPACE REFUND 43772 1219/2022 VSS INTERNATIONAL, INC 117,776.25 PROJ#22123 SB1 SLURRY SEAL 43773 I2I9I2O22 ELMA ZAMORA LOPEZ 4O.OO FOOD BOOTH SPACE REIMBURSE 43774 12/912022 LIDIA ZAMORA 4O.OO FOOD BOOTH SPACE REIMBURSE 43775 I2II4I2O22 CITY OF FIREBAUGH 168,029.51 PAYROLL ENDING I2IO9 12022 43776 1212212022 ACCREDITEDSECURITY $ 349.95 PDTASEREQUIPMENT $
$
$
$
$
$
$
43777 1212212022 AG & INDUSTRIAL SUPPLY
Check Total: $ 57.01
43778 12122/2022 A& J AUTO BODY $ 2,218.69 CADET DUNK TANK REPAINT 43779 I}I22I2OZ2AMAZONCAPITALSERVICES $ 314.20 FD-AMAZONBLACKPENS/GAS 43780 1212212022 ARMSTRONG'S PET WORLD $ +t 1.32 K9 FOOD KONANOVEMBER2022

Page 10 of 15 ends

$
$

47.40 PW SEWER TRAILER PRESSURE

9.6T PW SEWER TRAILER-ADAPT

CITY OF FIREBAUGH ACCOUNTS PAYABLE
WARRANTS DECEMBER L, 2022- DECEMBER3L,2022
Check
Number
43781
Check
Date Name
1212212022 ASR ENGINEERTNG, INC
43782 1212212022 AT&T MOBILITY $
$
Check Total: $ 1,536.69
43783 1212212022 AT&T
43784 1212212022THEBANKOF NEWYORKME $
$
Check Total: S 3,500.00
Net
Amount Descriotion
5OO.OO WATER METER DEPOSIT REIMBURSE
740.84 CITY HALLiPWCOI"INCIL CELL
795.85 PD INTERNET/CELLPHONES
$ 63.50 FIRE DEPT INTERNET
1,750.00 CITY OF FIREBAUGH WATER REPAIR
I 75O.OO CITY OF FIREBAUGH WASTEWATER
$
43785 1212212022 BSK & ASSOCIATES,INC
43791 1212212022 DEPARTMENT OF ruSTICE 2IO.OO BLOOD ALCOHOL ANALYSN 1 14.00 FINGERPRINTS NOVEMBER 2022
$
$
s
$
$
$
$
$
$
$
$
$
$
$

86.50 154.s0
s92.25

86.50 154.50
r84.25

86.s0
154.50
10s.64
r90.62
1s4.50
226.7s
1s4.50
r90.62

LAB ANALYSIS

LAB ANALYSN

LAB ANALYSIS

LAB ANALYSS

LAB ANALYSIS

LAB ANALYSIS
Check Total: g 2,522.13
43786 L2IZ2I2O}}CENTRALVALLEYVETERINA $ 145.50 EUTHANASIA/CREMATION-I DO 43787 1212212022 COOK'S COMMIiNICATIONS $ 1,367.07 FD.RADIO ANTENNANEWFIRE 43788 1212212022 CORBIN WILLITS SYSTEMS $ 1,094.06 ADMINISTRATION C/W SERVICE 43789 12t22t2022 CORELOGTC SOLUTTONS, LLC. $ 225.10 REALQUEST NOVEMBER2022 43790 I2I22I2O22D &LREFRIGERATION, LLC $ 6,000.00 NEWPD STATIONREMOVED EQ $
$
Check Total: $ 324.00
43792 1212212022 DISH $

Page 11 of 15 ends

89.36 SENIOR CENTER CABLE

CITY OF FIREBAUGH ACCOUNTS PAYABLE
WARRANTS DECEMBER l, 2022- DECEMBER 31, 2022
Check
Number
43793
Check
Date Name
1212212022 DONAGHY SALES, LLC
Net
Amount Description
4,209.01 BEER PURCHASE CANTALOUPE
29O.OO FD- FIRETRUCK REPAIRED
1,142,05 PW-PARTS
$
43794 1212212022 EPPLER TRUCK SERVICE $
43795 1212212022 FERGUSON WATERWORKS #1 $
43796 1212212022 FIRST BANKCARD
Check Total: $ 3,200.55
43797 1212212022 FIREBAUGH TOWING $ 2OO.OO PD-POLICE CAR UNIT#8 43798 12/2212022 FRESNO COTINTY TREASUREI $ 162.52 ACCESS FEES NOVEMBER 2022 $
$
$
$
$
$
$
$
$
$
$
$
$
$
$
s
s
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$

39.00 20.07
s00.00

80.98 840.24
3s.00
t2.22

32.93 48.s2
t6.67

35.00 33.23

27.73 33.46

5.00 r38.21
r70.28
s3.48
374.48
(470.00)

39.00 52.81
101.48

92.00 47.46
7t.t9

28.05 43.r7
r30.02

80.40 s2.67
435.80

BEN-FEES

BEN-INTEREST FEES

BEN-CALCITIES REGISTRATION

BEN-ACE TROPHY XMAS PARADE

BEN-ITYATT RITA CALCITIES

PD-FEES

PD-INTEREST FEES

PD-FIREBAUGH RESTAURANT MTG

PD-BLUE FLAME FRIAS HEARING

PD-PEOPLEFACTS

PIO-FEES
PIO.INTEREST FEES

PTO -PIZZ A FACTORY MEETING

PIO-AMAZON NAME PLATE HOLLDER
PIO.DYN.COM

PIO-WALMART XMAS PARADE

PIO-CSMFO CREDIT OLGA

PW-FEES

PW-INTEREST FEES
PW.AMAZON DISINFECTANT SPRAY

PW-AMAZON MOP HANDLE/MOP

PW-AMAZON SHIRTS XMAS PARTY

PW-FIREBAUGH SUPERMARKET

PW-ELITE IMAGE XMAS PARADE
PW.STATE/FEDERAL POSTER

PW -PVZA FACTORY XMAS LLINCH

PW-AMAZON TRASH BAGS PARK
Page L2 of 15

CITY OF FIREBAUGH ACCOUNTS PAYABLE
WARRANTS DECEMBER 1., 2022- DECEMBER3L,2022
Check
Number
43799
Check
Date Name
1212212022 GUTHRIE PETROLEUM, INC
Description

BULK LINLEADED GASOLINE
BULK I.]NLEADED GASOLINE

BULK UNLEADED GASOLINE

BULK LINLEADED GASOLINE

82.19 FrRE DEPT #322832725s-0
844.17 TOMA TEK #67 59522333-9

8.43 NEW FIRE DEPT #3247232548

19.42 PW-ANTIFREEZE

35.92 LrcT STATION-V BELT
(23.95) RETURN V BELT

76.81 SPRAY PAINT GRAFFITI
Net
Amount
$ 1,367.80
$ 1,859.73
$ 1,323.83
$ 1,095.63
Check Total: $ 5,646.99
43800 1212212022 KER WEST, INC. DBA $ 166.50 PUBLIC NOTICE AMEND STATE 43801 1212212022 KIMBALL-MIDWEST $ 862.72 PW-SHOP TOOLS 43802 12122/2O22KRAZAN&ASSOCIATES,INC. $ 1,O9O.OO FIREBAUGHPOLICESTATION 43803 1212212022 PACIFIC GAS & ELECTRIC
Check Total: $
43804 1212212022 PACE SUPPLY CORP
4380s t212212022 PETTY CASH
43806 1212212022 RETAIL STRATEGIES, LLC $
43807 1212212022 RJMS CORPORATION $
$
$
43814 1212712022 AUTOZONE COMMERCIAL (13
934.79
S 563.54 BAND REPAIR CLAMP FORD
$ 59.49 DOG FOOD PURCHASE LAFMSTA
4O,OOO.OO PROFESSIONAL CONSULTING A
1,576.32 LT SIDE TAILLIGHT DAMAGED
1,462.47 REAR BRAKES WORN OUT REPAIR
682.50 PD ELECTRIC CAR
$
$
$
Check Total: $ 3,721.29
43808 1212212022 RICK TABARES $ 2OO.OO SFST TRAINING SET UP 43809 1212212022 THE SALVATION ARMY 15,846.14 HOT MEAL/FOO DISTRIBUTION 43810 1212212022 VERZON WIRELESS 38.01 BRADY'S TABLET INTERNET 4381 1 574.64 FD.FIRELINE WILDLAND COAT
43812 12127 12022 CITY OF FIREBAUGH $ 723,661.26 PAYROLL ENDING 1211612022 43813 I2I27I2O22ADAMS ASHBYGROUP, LLC $ 1,OOO.OO GENERALADMIN2O-CDBG-CV2 $
$
1212212022 WITMER PUBLIC SAFETY GRC $
$
$
$
$

Page 13 of 15 ends

CITY OF FIREBAUGH ACCOUNTS PAYABLE
WARRANTS DECEMBER L, 2022- DECEMBER3L,2022
Check
Number
43814
43818
Check
Date Name
t212712022 AUTOZONE COMMERCIAL (13 $
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Net
Amount Description

39.49 PAINT FOR GRAFFITI

12.94 WWERS CITY CARE
(t2.94) RETURN WIPERS

40.36 WIPERBLADES

7.12 TRUCK#32 BULB

32.91 AIRFILTER

10.57 ON-OFF TOUCH SWITCH

10.57 ON-OFF SWITCH
(10.57) RETURN SWTTCG
(10.s7) RETURN SWITCH

63.99 PD.MOTOR OIL

57.22 PD-OU43.81 OW-MOTOR OIL

32.15 DIESEL EXHAUST FLI.IID

4.42 PW-FUSE HOLDER

51.77 PW-BATTERY

15.11 PW-EXTENSION BAR

5.93 DOUBLE PLAT PLUG
(5.93) DOUBLE PLAT PLUG
Check Total: $ 496.55
43815 1212712022 AXCES INDUSTRIAL SUPPLY $ 200.84 CITRUS DISENFECTANT/DEORDORZER 43816 1212712022 COLLINS & SCHOETTLER $ 2,835.00 CITYPLANNINGNOVEMBER2O2Z 43817 1212712022 GLEIM.CROWN PUMP, INC. $ 7 ,242.00 WELL WATER WELL SERVICES 1212712022 GOUVEIA ENGINEERING, INC. $ 6,422.25
$ 34t.2s
$ 46r.25
$ 79s.38
$ 2,588.13
$ t 1,510.50
$ 2,68t.44
$ 4,220.00
$ 2,364.81
$ 3,314.06
$ 94s.00
s 462.44
$ 584.71
$ 2,486.48
$ 7,329.41
$ 2,205.00
$ 4,893.19
eage$t+ ot 15129'47
705. 1 O POLICE/FIRE BULDING
720.25 SITE PLAN REVIEW
720.07 SITE REVmW 20-04(
725.U PUBLIC OWORKS GENERAL
725.08 s-YEAR CIP
725.13C UTILITY & SURFACE
7 30.02-22 SSMP TIPDATE-202
730.09 SRF WWTP DESIGN
7 4O,I 3 C CDBG-WATERLINE REPAIR
745.01STREETS GENERAL
745.02D HWY 33 BEAUTIFICATION
7 45.25D CML-'224(023)POSO CANAL
7 4s .28D CML-'224(026) ALL
7 4 s .29D C}|dL - s 224 (027 ) I &1 0
7 4 5 .3 5D STPL - 5 22 4 (028) | 2T
745.36D 22123 CONCRETE IM
745.37C 22123 SLURRY SEAL
7 60.07 PAVEMENT MANAGEMENT

CITY OF FIREBAUGH ACCOUNTS PAYABLE
WARRANTS DECEMBER 1, 2022- DECEMBER3I,2022
Check
Number
43818
Check
Date Name
T2I 27 I 2022 GOIJVEIA ENGINEERTNG, INC
Net
Amount DescriPtion
$ 150.94 77s.14 LOT MERGER HWY 33
$ 1,012.82 780.05 MISC INSPECTIONS
$ 341.25 785.27 CENCAL SUBDTVISION
Check Total: $ 55,839.78
43819 I2I}TI}O22GRANITECONSTRUCTIONCO $ 5OO.OO WATERMETERRENTALDEPOSIT 43820 1212712022 KERWEST,INC. DBA $ 1,972.25 PUBLIC NOTICE J ST AND 10 $ 2.601.35 PUBLIC NOTICE TO BIDDERS
Check Total: $ 4,573.60
43821 1212712022 KROEKERINC $ 30,384.80 UTILITY & SURFACE ALLEY I 43822 12/2712022 LOZANO SMITH ATTORNEYS
Check Total: $ 20,784.40
43823 I2I27I2O22MIGUEL'SPLUMBINGSERVIC] $ O+O.OO TINPLUGGEDMAINSEWERLINE 43824 I2I27I2O22ONPOINT GRADING AND PAV $ 5OO.OO WATERMETERRENTALFEE 43825 1212712022 PACIFIC GAS & ELECTRIC $ 31,857.24 IJ-L DEPTS #7355932148-T 43826 1212712022 SWRCB ACCOIINTING OFFICE S
$
10,998.63 GENERAL LEGAL MATTERS NOV22
3,262.56 PERSONNEL MATTER NOVEMBER
6,523.21 POLICE PERONNEL MATTERS NOV22
41,063.00 ANNUAL PERMIT FEES
3,453.00 ANNUAL PERMIT FEES
$
$
$
Check Total: $ 44,516.00
43827 I2I2TI2O22TECHMASTERMANAGEMEN' $ 15O.OO ALLDEPTPEST CONTROL 43828 12127/2022 TELSTARINSTRUMENTS $ 1,346.00 PW-WWTPSERVICE 43829 1212712022 USABLUEBOOK $ 763.47 SEWERLAB ANALYSIS

Page 15 ends

REPORT TO CITY COUNCIL

ME,MORANDUM
AGENDA ITEM NO:

COUNCIL MEETING DATE: Februarv 6,2023
SUBJECT: Warrant Register Dated: January 1,2023 -January 31,2023 RECOMMENDATION:

In accordance with Section 37202 of the Government Code of the State of Califomia there is presented here with a summary of the demands against the City of Firebaugh covering obligations to be paid during the period ofi
JANUARY I, 2023 _ JANUARY 3T,2023
Each demand has been audited and I hereby certifli to their accuracy and that there are sufficient funds for their payment as of this date.

IT IS HEREBY RECOMMENDED THE CITY COUNCIL

APPROVE THE REGISTER OF DEMANDS AS FOLLOWS
GENERAL WARRANTS $ 920.014.19

PAYROLL WARRANTS
.# 43830 - #43932
.# 7t938 - #71955 $ 143 .396.15
TOTAL WARRANTS $ 1,063,410.34

CITY OF FIREBAUGH ACCOUNTS PAYABLE
WARRANTS JANUARY 1, 2023- JANUARY 31,2023
Check
Number
43830
Check
Date Name
II3I2O23 U.S. POSTMASTER
Net
Amount Description
$ 228,57 LATE NOTICES BILLING POST
43831 II4I2O23 FERNANDO CAMPA $ 3OO.OO HEALTH INSURANCE STIPEND 43832 II4I2O23 ALD( STEPHANIE CHACON $ 3OO.OO HEALTH INSURANCE STIPEND 43833 II4I2O23 CITY OF FIREBAUGH S 52,064.45 ME CHECK DECEMBER 2022 43834 II4I2O23 GOLDENONECREDITUNIO $ 1,666.66 JOHNBORBOAMONTHLYSTIPE 43835 II4I2O23 BRADY JENKINS $ 315.00 MONTHLY STIPEND ATTENDANCE 43836 II4I2O23 RODDY A. LAKE $ 251.59 POLICEMEDICALRETIREE 43837 11412023 SAMPSON LEE $ 3OO.OO HEALTH INSURANCE STIPEND 43838 II4I2O23 RACHEL LOPEZ $ 3OO.OO HEALTH INSURANCE STIPEND 43839 U4t2O23 SANDRA J. MARQUEZ $ 300.00 HEALTH INSURANCE STIPEND 43840 11412023 SALVADORRAYGOZA $ 3OO.OO HEALTH INSURANCE STIPEND 43841 II4I2O23 ruAN PEDRO SANCHEZ $ 3OO.OO HEALTH INSURANCE STIPEND 43842 II4I2O23 CEASAR SIERRAS $ 3OO.OO HEALTH INSURANCE STIPEND 43843 U4t2023 JACQUELINE TABARES $ 300.00 HEALTH INSURANCE STIPEND 43844 II4I2O23 ALFRED VN-DEZ $ 315.00 MONTHLY STIPEND ATTENDANCE 4384s U412023 JOSE AVALOS $ 27.2s MQ CUSTOMERREFLTND
43846 11412023 CO. BUTTONWILLOW WARI $ 9.66 MQ CUSTOMER REFLIND 43847 U412023 ANA ROSA COLAZO DE MU. $ 62.48 MQ CUSTOMER REFUND 43848 II4I2O23 GRANTORTRUST THE GAR $ 24.81 MQ CUSTOMERREFUND 43849 II4I2O23 A LUIS PEREZ $ 4.86 MQ CUSTOMER REFUND
43850 II4I2O23 U.S. POSTMASTER 1,018.59 UTILITY BILLING JANUARY 2023 43851 II5I2O23 SILVIA RENTERIA 315.00 MONTHLY STIPEND ATTENDANCE $
$
43852 II11I2O23 CITY OF FIREBAUGH s 114.874.49 PAYROLL ENDING 01106/2023 Page'1 of 8

CITY OF FIREBAUGH ACCOUNTS PAYABLE
WARRANTS JANUARY 1, 2023- JANUARY 31,2023
Check Check
Number Date Name
43853 TII3I2O23 ADAMS ASI{BY GROUP, LL( $
43867 III3I2O23 FERGUSONWATERWORKS $
$
Check Total: $ 756.60
43868 II13I2O23 FIRST BANKCARD
Net
Amount Description
3,750.00 GENERAL ADMIN MONTHLY FD(

23.74 FD-CABLE
493,97 FD-INKJET PRINTER
T31.17 FD-CARTRIDGE
187.33 6 TEST BALL/HOSE ASSEMBLY
569.27 SHOP-CLAMP/COUPLER

29.66 PWFEES
1,250.00 PW-CAL CITIES REGISTRATION
1OO.OO PW-CA RURAL WATER ASSOC.
43854 II I3I2O23 ALERT-O-LITE, INC. $ 1,060.91 ASPHALT PATCIVSAND BAGS 43855 III3I2O23 AMAZON CAPITAL SERVICI $
$
$
Check Total: $ 648.88
43856 III3I2O23 SEBASTIAN $ 59.95 SEMOR CENTER ALARM SECURITY 43857 III3I2O23 BIG G'S AUTOMOTIVE CENI $ 4O.OO PW.ELECTRIC CAR REPAIR 43858 III3I2O23 BOGIE'S PUMP SYSTEMS $ 12,791.63 REPLACEMENT OF FLYGT-PUMP 43859 lll3l2023 CASCADE FIRE EQUIPMEM $ 129.91 FD-CHROME CAP 43860 TII3I2O23 CINTAS CORPORATION $ 33.28 CITY HALL MEDICAL SUPPLIES 4386r Ur312023 COMCAST $ 1,259,34 PD INTERNET #981037230 43862 III3I2O23 COOK'S COMMI.JNICATIONS $ 74,477.05 PD OPERATORWORKSTATION 43863 TII3I2O23 CSJVRMA $ 91,399.00 2022123 3RD QTR DEPOSITS 43864 II13I2O23 DEPARTMENT OF ruSTICE $ :S.OO NOVEMBER2O22 BLOOD ALCOHOL 43865 U1312023 ESO SOLUTIONS,INC 1,633.00 FD-FIRE PACKAGE 43866 II13I2O23 EXCEL SIGN COMPANY 1,265j6 PD-COVER DOORS AND ROOF s
$
$
$
$ 1
Check Total: $ 2,379.66
$ t.26 FEES
$ 1.26 FEES
$ 1.26 FEES

Page 2 of 8 ends

43869 Ur312023 FRESNO OXYGEN

CITY OF FIREBAUGH ACCOUNTS PAYABLE
WARRANTS JANUARY 1, 2023- JANUARY 31,2023
Check Check
Number Date Name
43869 Ur312023 FRESNO OXYGEN
Net
Amount

97.13 PW-SHOP
Description
$
Check Total: $ 100.91
43870 III3I2O23 GOODALL TRUCKING, INC 1,009.89 BASE ROCK MATERI.AL 685.64 SAND MATERIAL
1,084.6I BASE ROCK MATERIAL
Check Total: $ 2,780.14
43871 lll3l2\23 HINDERLITER, deLLAMAS $ 16.01 AUDIT SERVICES SALES TAX 4387 2 1 I 13 12023 KIMBALL-MIDWEST 207.99 WHEELAVIRE

75.53 PW-CAP SCREW]VIETRICT NUT
Check Total: $ 283.52
43873 III3I2O23 KIRBYBUILT SALES $ 6,838.39 SUPERSAVERTABLE/PORTABLE 43874 111312023 LIEBERT CASSIDY WHITMC $ 11,322.40 NO:FI002-00003 SERVICES 43875 lll3l2023 NOAH MARQUEZ $ 216.00 REIMBURSEMENT CANCELED 43876 III3I2O23 MID.VALLEYDISPOSAL $ 36,097.24 SERVICES PERFORMEDDEC2O2Z 43877 III3I2O23 MOORE TWINING ASSOCIA' $ 3,950.00 PROFESSIONAL SERVICES NOV22 43878 III3I2O23 PACIFIC GAS & ELECTRIC 32.98 WATER PUMP 7355932090

68.6s FrRE DEPT #32283272s5-0
Check Total: $ 101.63
43879 Ut3t2023 pTTNEyBOWES #3000-9090- $ 520.99 POSTAGEREFILL 12/14/22 43880 111312023 PSI EQUIPMENT SALES INC. $ 41.99 GPI SWITCH 43881 III3I2O23 ROLFECONSTRUCTIONCO] $ 5,360.00 FIREBAUGH.EMERGENCYREPAIR 43882 lll3l2023 CLAUDIA SOLIS $ 18O.OO FACEBOOKNOVEMBER2022 43883 LII3I2O23 SPARKLETTS $ 266.75 CITY HALL/SENIOR CTR/PD/P 43884 III3I2O23 STATE WATER RESOURCES $ 60.00 DRINKING WATER TRMT OPERATE 43885 III3I2O23 THE SALVATIONARMY $ 1,765.54 HOT MEAL/FOOD DISTRIBUTION $ 10,407.92 HOT MEAL/FOOD DISTRIBUTION
Check Total: $ 12,173.46
$
$
$
$
$
$
$

Page 3 of 8 ends

CITY OF FIREBAUGII ACCOUNTS PAYABLE
WARRANTS JANUARY L, 2023- JANUARY 31,2023
Check Check
Number Date Name
43886 U1312023 USA BLUEBOOK
Net
$
$
$
$
$
$
Amount
3s0.03

35.s8
324.79
354.26
2,680.14
616.81
Description

CHISEL W DRILL

BOOT SCRUBBER AND SCRAPER

PRESSURE GAUGE/CUP SENSOR

SEWER LAB ANALYSIS

CHLORINE SWIFTEST

PIPE SUPPORT STAND
CheckTotal: $ 4,361.61
43887 IIL3I2O23 DATAPATH 4,815.50 MONTHLY BILLING JANUARY 2 43888 III3I2O23 VERZON WIRELESS 38.01 BRADY'S TABLET INTERNET 43889 I I I9I2O23 WESTAMERICA BANK 155.00 LUNCH CHINESE FOOD FOR SE 43890 II27I2O23 ADAMS ASI{BY GROUP, LL( 3,OOO.OO GENERAL ADMIN 2O-CDBG-CV2 1 87.50 GENERAL ADMIN 2O-CDBG-CV2
Check Total: $ 4,187.50
43891 II27I2O23 AMAZON CAPITAL SERVICI 25.90 CITY HALL PHONE CASE 749.88 CITY HALL FRONT DESK

49.66 1099 NEC FORMS EMPLOYEES
Check Total: S 825.44
43892 II27I2O23 ARDENT GENERAL INC. $ 197,762.29 FIREBAUGH POLICE STATION 43893 II27I2O23 CALIF WATER ENVIRONME $ 297.00 COLLECTION SYSTEM MAINT 43894 II27I2O23 DONAGHY SALES, LLC. 119.68 BEERPTIRCHASE

2.82 FINANCE CHARGE
Check Total: $ 122.50
43895 II27I2O23 CITY OF FIREBAUGH $ 114,681.88 PAYROLL ENDING 0112012023 43896 U2712023 OLGA FLORES S 149.75 CSMFO CONFERENCE MEAL 43897 112712023 FRESNO OXYGEN $ 84.11 PW-SHOP
43898 II27I2O23 KRAZAN&ASSOCIATES, IN $ 2,OO5.OO FIREBAUGHPOLICE STATION 43899 U2712023 PIO MARTIN $ 149.75 CSMFO ANNUAL CONFERENCE 43900 II27 12023 SHERRY MARSHALL $ 15O.OO WORK BOOT REIMBURSEMENT 43901 II27I2O23 PACIFIC GAS & ELECTRIC $ 1,438.38 TOMA TEK#6759522333-9

Page 4 of 8 ends

$
$
$
$
$
$
$
$
s
$

CITY OF FIREBAUGII ACCOUNTS PAYABLE
WARRANTS JAI\UARY L, 2023- JANUARY 31,2023
Check Check
Number Date Name
43902 II27 I2O23 CSG CONSULTANTS, INC.

Description
HOUSE BLDG SERVICES OCT2O22
HOUSE BLDG SERVICES NOV22
HOUSE BLDG SERVICES DEC22
FIRE PLAN SERVICES NOV22
$
$
$
$
Net
Amount
5,478.50
4,987.50
6,391.00
339.00
Check Total: $ 17,196.00
43903 II27I2O23 SILVIA RENTERIA S 223.00 NEW MAYORS/COLTNCIL MEMBER 43904 U2712023 RSG, INC. 1,612.50 RSG287O-FY22-23 SUCCESSOR 45O.OO RSG2886- SB 34I REPORT FY
Check Total: $ 2,062.50
43905 II27I2O23 SALEM ENGINEERING GROI $ 9OO.OO UTILITY & SURFACE ALLEY 43906 II27I2O23 CLAUDIA SOLIS $ 39O.OO FACEBOOK DECEMBERaO22 43907 II27I2O23 SPARKLETTS $ 256.77 CITYHALL/SEMORCTR/POLI 43908 II27I2O23 VSS INTERNATIONAL, INC. $ 5OO.OO WATERMETERRENTALDEPOSIT 43909 II27 12023 AGRI-VALLEY IRRIGATION 15.71 PIPE PVC

68.83 PIPE PVC

27.82 HAND SAWELBOWiBALL VALVE
Check Total: $ 112.36
439t0 U2712023 AUTOZONE COMMERCIAL (
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$

43.81 26.98
t24.t6

40.03 2.80

43.r7

7.98 63.55
158.98
t73.09
2t.69

34.65 (2t.6e)

51.12 45.98

7.97 s.l7

MOTOR OIL

WIPER ARM
DI.]RALAST BATTERY

OILFILTER
BULB

WIPER BLADE
BULBS

MOTOR OIL

BATTERY

OIL FILTER
GASKET
GASKET
GASKET RETT]RN

SPARK PLUG

STEER WHEEL
BULB

CABLE LUGS
Check Total: $ 829.44

Page 5 of 8 ends

CITY OF FIREBAUGH ACCOUNTS PAYABLE
WARRANTS JANUARY 1, 2023- JANUARY 31,2023
Check Check
Number Date Name
43911 II27I2O23 BSK & ASSOCIATES,INC.
43916 II27I2O23 GUTHRIE PETROLEUM,INC $
$
$
$
Net
Amount
$ 214.00
$ 494.s0
$ 214.00
$ 226.7s
$ 86.s0
$ 443.50
$ 154.50
$ t24.7s
s 243.7s
$ 3s.50
$ 214.00
$ 82.2s
$ 226.78
$ 741.00
$ 299.00
$ t24.7s
$ 190.62
$ 214.00
$ 741.00
Description

LAB ANALYSIS

LAB ANALYSIS
Check Total: $ 5,071.15
43912 II27I2O23 COLLINS & SCHOETTLER $ 1,496.25 CITY PLANNING DECEMBER2O2Z 43913 112712023 DISH $ 89.36 SENIOR CENTER CABLE
43914 II27I2O23 FIREBAUGHHARDWAREC( $ 46.42 DOG FOOD
43915 II27I2O23 GOODALL TRUCKING, INC. $ 675.71 SAND MATERIAL 1,340.12 BULK I-]NLEADED GASOLINB
1,529.72 BULK LINLEADED GASOLINE
1,228.90 BULK T]NLEADED GASOLINE
1,228.44 BULK LINLEADED GASOLINE
Check Total: $ 5,327.18
43917 112712023 LIEBERT CASSIDY WHITMC $ 4,789.20 NO:FI002-0003 SERVICES 43918 II27I2O23 MANI-IELS TIRE SERVICE, I]' $ 269.24 NEW TIRE 43919 1127/2023 PACIFIC GAS & ELECTRIC $ 8.73 NEW FIRE DEPT #3247232548 43920 1127/2023 SALEM ENGINEERING GROI $ 57O.OO FIREBAUGH CDBG WATERLINE

Page 6 of 8 ends

CITY OF FIREBAUGH ACCOUNTS PAYABLE
WARRANTS JAI\UARY L, 2023- JANUARY 3'1.,2023
Check Check
Number Date Name
43921 II27 12023 LINIFIRST CORPORATION
43927 1I3II2O23 FIRST BANKCARD
Net
Amount
$ 240.53
$ 23.83
$ 19.43
$ 37.01
$ 116.s7
$ 23.83
$ 19.43
$ 41.03
$ 246.14
$ 23.83
$ 19.43
$ 41.03
$ 116.57
$ 23.83
$ 19.43
$ 41.03
$ 116.57
$ 23.83
$ 19.43
$ 41.03
Description
SHOP

COMMLINITY CTR

CITY HALL

SENIOR CTR
SHOP

COMMUMTY CTR

CITY HALL

SEMOR CTR
SHOP

COMMLINITY CTR

CITY HALL

SENIOR CTR
SHOP

COMMUNITY CTR

CITY HALL

SEMOR CTR
SHOP

COMMUNITY CTR

CITY HALL

SENIOR CTR
Check Total: $ 1,253.81
43922 II3II2O23 ACE TROPHY SHOP $ 215.95 ELECTRICAL XMAS PARADE 43923 II3II2O23 ADAMS ASHBY GROUP, LL( $ 4,5OO.OO GENERAL ADMIN AND LABOR 43924 U3U2023 AT&T $ 63.50 FIRE DEPT INTERNET
43925 It3lt2}23 CORELOGIC SOLUTIONS, LI $ 225.10 REALQUEST DECEMBER2l22 43926 II3II2O23 FIREBAUGHAUTOREPAIR $ 225.00 PDBSATTERY $
$
$
$
$
$
$
$
$
$
$
$
$
2t.02

69.32 r79.97

7.99 11.49
1,127.91

74.06 7.76
130.38

40.00 40.00
r.99

BEN-FEES

COSTCO-DOG FOOD

WALMART-DOG FOOD

FD-APPLE APP

FD-NEW FIRESTATION BLINDS

FD-CITY PUMP DOWN GAS

PD-FEES

PD-PHOTOAFFECTIONS

PD-STARBUCKS TRAINING SFS

PD-STARBUCKS SFST TRAINING

PD-LATINO MARKET

PD-KRISPY KREME SFST TRAINING

Page 7 ends

3"h38

CITY OF FIREBAUGII ACCOUNTS PAYABLE
WARRANTS JAIIUARY 1, 2023- JANUARY 31,2023
Check Check
Number Date Name
43927 II3II2O23 FIRST BANKCARD
Check Total: $ 2,104.50
43928 II3I/2023 GOUVEIA ENGINEERING, I\ $
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
315.00
195.56
5,932.50
14,185.53
2,795.63
22,931.88
9,698.07
r,023.75
1,395.76
1r,821.32
2,257.38
5,760.56
6s3.63
2,335.r3
708.75
522.38
43930 II3II2O23 LOZANO SMITH ATTORNE1 $
$
$
$
Description

PD-PEOPLEFACTS

PD-BLUEFLAME LUNCH MEETING

PD-BLUE FLAME LUNCH MEETING

PIO-FEES

PIO-FAMILY DOLLAR
PIO-DYN.COM
PIO-CISCO N.SANCHEZ CERT.
720.27 SITE REVIEW 2O2O-O
725.U PUBLIC WORKS GENERAL
725.08 5YEAR CIP
725.13 UTILITY N& SURFACE
7 30.02-22 S SMP WD ATE 2022
73O.O9SRF WWTP DESIGN
74O.I3C CDBG WATERLINE REPAIR
7 45 .OzD HWY3 3 BEAUTIFICATION
7 4s .28D CML-\224(026) N-L
7 4s .29D CML-5224(027)N J
7 4 s .3 5D STPL - s 22 4 (028) t 2T
7 45.36D 22123 CONCRETE IM
745.37C 22123 SLIIRRY SEAL
755.04 DLINKLE PARK PLAYGRND
76O.OL AIRPORT GENERAL
78s.31 9974 N DOS PALOS s
Net
Amount
$ 16.67
$ s1.64
$ 76.09
$ 6.04
$ 43.19
$ s.00
$ 162.00
Check Total: $ 82,532.83
43929 II3II2O23 INTERGRATED DESIGNS BY $ 2,785.00 FIREBAUGHPOLICE STATION 4,229.00 GENERAL LEGAL MATTER DEC22
2,407.80 LEGAL SERVICES DECEMBER 22
8O.OO PERSONNEL MATERS DECEMBER
353.25 COMPLAINT REVERSE VALIDATE
Check Total: $ 7,070.05
43931 II3II2O23 MID-VALLEY DISPOSAL 85.00 WATER TREATMENT PLANT

96.08 l32s O STREET
469.50 8OOO HELM CANAL RD
Check Total: $ 650.58
43932 U3U2023 U.S. BANK EQUTPMENT FrN, $ 443.03 RNT/LEASE EQUIP 12120-01 $
$
$

Page 8 of 8 ends

q,s
TO:

FROM:

DATE:

SUBJECT
Felipe Perez and Council Members
Mario Gouveia, City Engineer
February 06,2023
Resolution No. 23-01
RECOMMENDATION:

Council by motion adopt Resolution No. 23-01 - Accepting the low bid from Emmett Valley Construction, Inc. for the J Street and 10ft Street Improvements, Federal-Aid Project No. CML-5224(027) and authorize the City Manager to execute the Agreement.

BACKGROUND:

In November 2019 the City of Firebaugh *Ctty" applied for and received a Congestion Mitigation & Air Quality (CMAQ) Grant through Fresno Council of Governments to pave the unpaved portion of J Street and 10th Street.

The J Street and 10ft Street Improvements project consists of paving the unpaved portion of J Street and 10ft Street. Project improvements consist of constructing a paved roadway surface, constructing minor concrete improvements, storm drain improvements, and waterline improvements on J Street and 10s Street in the City of Firebaugh.

Following a public bidding process, the project was advertised on December 28,2022, January 4,2023, and January ll,2023.The City received a total of fourteen (14) bids that were opened and read aloud at 2:00 p.m. on January 19,2023, at the City of Firebaugh City Hall, this being the advertised bid opening date and time. The lowest responsible, responsive bid was submitted by Emmett Valley Construction, Inc. The bid results were as listed:

Emmett Valley Construction, Inc.

United Pavement Maintenance, Inc.

Central Valley Asphalt
Terra West Construction, Inc.

Tosted Asphalt
Emmett's Excavation, Inc.

RJ Berry Jr., Inc.

Consolidated Engineering, Inc.

American Paving Company
Bush Engineering, Inc.

Hensley's Grading & General Engineering, Inc.

Mc Elvany, Inc.

Kroeker, Inc.

Witbro Inc. dba Seal Rite Paving & Grading
$ 409,204.00
$ 447,501.00
$ 467,385.00
$ 469,970.00
s 476,007.66
$ 485,037.00
$ 488,150.00
$ 492,013.00
$ 498,457.00
$ 504,948.00
$ 509,896.00
$ 510,062.69
$ 519,252.00
$ 706.862.00
Engineer's Estimate $ 575,525.00
It is recommended that a Contract be awarded to Emmett Valley Construction, Inc. in the amount of four hundred nine thousand two hundred four dollars and zero cents ($409,204.00).

FISCAL IMPACT:

Construction of the J Street and 10ft Street Improvements, Federal-Aid Project No. CML-5224(027) will be funded using a combination of Federal Congestion Mitigation Air Quality (CMAQ) funds and Toll Credits.

ATTACHMENTS:
l. Resolution No. 23-01

2. Abstract of Bids
RESOLUTION NO.23-01

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF'F'IREBAUGH ACCEPTING BID AND AWARDING CONTRACT TO EMMETT VALLEY CONSTRUCTION, INC. FOR THE J STREET AND 1OTH STREET IMPROVEMENTS, FEDERAL-AID PROJECT NO. CML-5224(027) AND AUTHORIZING THE CITY MAI\AGER TO EXECUTE TIIE AGREEMENT WHEREAS, the City of Firebaugh received a CMAQ Grant to pave the unpaved portion of J Street and 10ft Street; and WHEREAS' the Invitation to Bid for the J Street and 10ft Street Improvements, Federal-Aid Project No. CML-5224(027) was advertised in the Firebaugh-Mendota Joumal on December 28,2022; and WHEREAS , a total of fourteen (14) bids were opened and read aloud at 2:00 p.m. on January 19,2023, at the City of Firebaugh City Hall, this being the advertised bid opening date and time. The bid results were as listed:

Emmett Valley Construction, Inc. $ 409,204.00
United Pavement Maintenance, Inc. $ 447,501.00
Central Valley Asphalt $ 467,385.00
Terra West Construction, Inc. $ 469,970.00
Tosted Asphalt $ 476,007.66
Emmett's Excavation, Inc. $ 485,037.00
RJ Berry Jr., Inc. $ 488,150.00
Consolidated Engineering,Inc. $ 492,013.00
American Paving Company S 498,457.00
Bush Engineering, Inc. $ 504,948.00
Hensley's Grading & General Engineering, Inc. $ 509,896.00 Mc Elvany,Inc. $ 510,062.69
Kroeker, Inc. $ 519,252.00
Witbro Inc. dba Seal Rite Paving & Grading $ 706.862.00 Engineer's Estimate $ 575,525.00
WHEREAS, the bids have been reviewed and Emmett Valley Construction, Inc. submitted the lowest responsive and responsible bid;and
NOW THEREFORE, by the City Council of the City of Firebaugh, County of Fresno, California, resolves as follows:
l. Adopts a Resolution to award a contract to Emmett Valley Construction, Inc. for four hundred nine thousand two hundred four dollars andzero cents ($409,204.00).

2. Authorize the City Manager to sign the Agreement with Emmett Valley Construction, Inc. on behalf of the City of Firebaugh.

The foregoing resolution was introduced and adopted at a regular meeting of the City Council of the City of Firebaugh held on the 6th day of February 2023,by the following vote, to wit:

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED: ATTEST:

Felipe Perez, Mayor Rita Lozano, Deputy City Clerk
ATTEST:

I, hereby certiry that the forgoing resolution was regularly introduced, passed and adopted at a regular meeting of the City Council of the City of Firebaugh this 6th day ofFebruary 2023.

Rita Lozano, Deputy City Clerk of the City of Firebaugh Page I of I

ABSTRACT OF BIDS FOR

CITY OF FIREBAUGH
J Street and 1Oth Street lmprovements Federal-Aid Proiect No. CML-5224(0271 Bid Opening: January 19,2023 at 2:00 p.m.

Tosted Asphalt
36024 Kensington Dr
Madera, CA 93636
Amount
15,000.00
5,000.00
35,000.1025,000.30

10.000.00
5,000.00
40,000.54
7,500.00
37,500.00
112,503.14152,503.54
3,500.012,500.00
451,007.67
Items
15,000_00
9,999.99
Non BID TOTAL
unit Price
15,000.00
5,000.00
432.10
384.62
2,500.o02,500.00

92.38 7,500.00
37,500.00

46.74 142.66
1,166.67
'1,250.00
300.00

3.333.33
Tena West Construction,
lnc.
1 030 Gettysburg Ave. Ste. 107
Clovis. CA 93612
Amount
15,000.00
5,000.009,558.00
10,855.00
2E,000.00
18,000.00

27.7'l2.OO
4,300.00
80,300.00
108,315.00128,280.00
3,900.00
2,200.00
441,420.00
20,750.00
7,800.00
Unit Price
15,000.00
5,000.00
118.00167.00
7,000.009,000.00

64.00 4,300.o0
80,300.00

45.00 '120.00
1,300.oo1,100.00
415.00
2,600.o0
Central Valley Asphalt
23494 Road 196
Lindsav. CA 93247
Amount
15,000.00
5,000.00
9,558.00
10,855.00
38,000.0023.000.0025,980.00
5,260.00
92,650.0098,687.00
'112,245.OO
1,800.00
800.00
438,835.00
20,750.00
7,E00.00
Unit Price
'15,000.00
5,000.00
1 18.00
167.00
9,500.00
'11.500.00

60.00 5,260.00
92,650.00

41.00 't05.00
600.00400.00
415.00
2,600.00
United Pavement
Maintenance, lnc.

PO Box 1017
Huohson. CA 95326
Unit Price Amount
5,000.00
5,000.00
13,365.0012,675.00
32,900.00
14,000.00
36,805.00

7.295.00
36,800.00
101 ,094.00'152,867.00
4,500.00
2,000.00
424,301.00
1 1,200.0012,000.00
5,000.005,000.00
1 65.00195.00
8,225.OO7,000.00

85.O0

7.295.O0
36,800.00

42.00 143.00
1,500.001,000.00
224.00
4,000.00
Emmett Valley Construction
9662 W. Keamey Blvd.

Fresno, CA 93706
Amount
15,000.00
5,000.00
10,368.O011,700_00
30,000.00
19,600.00
22,516.00
4,900.00
36,600.0096,280.00
1 17,590.00
6,000.003,000.00
378,ss4.00
22,250.OO
8,400.00
Unit Price
15,000.00
5,000.00
12E.00180.00
7,500.009,800.00

52.00 4,900.00
36,600.00

40.00 1 10.00
2,000.00
1,500.00
445.00
2,800.00
Engineer's Estimate
Amount

15.000.00

5.000.00
20,250.00
18,200.00

30.000.0020.000.0051.960.00
5,000.00
75,000.00
156,455.00'149.660.00

4.200.00

1.800.00
552,525.00
12,500.0010.500.00
Unit Price
15,000.00
5,000.00
250.002E0.00

7.500.00
10,000.00
120.O0
5,000.00
75,OOO.O0

65.00 140.00
1,400.00
900.00
250.00
3,500.00
Quantity
and Unit
LSLS

LFLFEAEALF
EA
LSINrNEAEA
CML-s224(027) Subtotal
LFEA
I
1 8165
42 433
2,407
1,069
32 50
3 Item Descriotion
Mobilization
Traffic Control
Furnish and lnstall S" Storm Drain Line
Fumish and lnsiall 12" Storm Drain LineConslruct Calch BasinConstruct Storm Drain ManholeConstrucl Curb and GutterConstruct Commercial DrivewayRoadway Demo, Earthwork and GradingFumish and Place Aqqreqate BaseFumish and Place Asphalt ConcreteAdjust Manhole Cover to GradeAdjust Valve Box Cover to Grade Fumish and lnstall S" WaterlineFumish and lnstall 6" Water Valve ItemNo.
1 25
4 56
78o
101112'1314
15 Subcontractors Listed.' Fresno Conrete Const. lnc. None Haydon Construction lnc.
*Corrected Totals
Fresno Conrete Const. lnc. Fresno Conreie Const. lnc. Henson Gen. Eng., lnc.Haydon Construction lnc. Haydon Construction lnc. D.A.V.E. Trucking KRC Safely Co., lnc.Pavement Recycling Sys.lnc.
745.29

ABSTRACT OF BIDS FOR

CITY OF FIREBAUGH
J Street and 1Oth Street lmprovements Federal-Aid Project No. GML{224(0271 Bid Opening: January 19,2023 at 2:00 p.m.

Hensley's Grading & General
Engineering, lnc.

PO Box 449
Hickman, CA 95323
Unit Price Amount
13,963_92
3,617.008,991.00
10,810.80
23,854.52
16,392.00
29,414.O2
3,163.74
93,758.00
120,350.00'134,694.00
5,100.00
3,400.00
467.513.00
articiDatino ltems

31.397.O0
10,986.00
13,963.92
3,617.00
11 1.00166.32
5,963.63
8,196.00

67.94 3,163.74
93,758.00

50.oo
126.00
'1.700.001,700.o0
627.94
3,662.00
Bush Engineering, lnc.
5828 E. Harvard Avenue
Fresno. CA 93727
Amount
'15,000.00
5,000.00
16,119.00'17,420.00
31,640.0021,040.0034,640.00
16,'l74.OO
62,280.00
105,90E.00128,280.00
5,772.OO3,520.O0
462,793.00
27,950.OO
14,205.00
Unit Price
15,OOO.OO
5,000.00
'199.00
268.0O
7,910.00
10,520.00
E0.00
't6,'l74.OO
62,280.00

44.OO
120.00
'l,924.OO1.760.00
559.00
4,735.O0
American Paving Company
PO Box 27587
Fresno. CA 93744
Amount
1s,000.00
5,000.00
9,558.00
10,E55.00

28.000.00
18,000.00
33,341.00
6,500.00
1 17,300.00
93,873.00
12A,2BO.OO
3,000.00
'l,200.00
469.907.00
20,750.00
7,800.00
Unit Price
15,000.00
5,000.00
1 18.00167.00

7.000.009,000.00

77.OO
6,500.00
1 17,300.00

39.00 120.00
1,000.00
600.00
4'15.00
2,600.00
Consolidated Engineering, lnc.
5860 Amos Lane
Vallev SDrinos. CA 95252
Unit Price Amount
15,000.00
5,000.00
9,315.00
10,9E5.0015.600.00
21,200.0043,733.00
14,000.00
62,800.00
1 17,943.00131 ,487.00
5,100.003,400.00
455,563.00
20,250.00
16,200.00
15,000.00
5,000.00
'I 15.00169.00
3,900.00
10,600.00
101 .00
14,O00.O0
62,800.00

49.00 123.00
1,700.001,700.00
405.00
5,400.00
RJ Berry Jr., lnc.
4040 High Street Ste. B
Selma. CA 93662
Amount
't 5,000.00
5,000.00
10,125.0011,375.00
32,000.00
20,000.0021,650.00
4,OOO.00
101 ,000.00108,3'15.00122,935"OO
4,500.00
2,000.00
457,900.00
21,250.OO
9,000.00
Non BID TOTAL
Unit Price
15,000.00
5,000.00
125.OO175.00
8,000.00
'10,000.00

50.00 4,000.00
101,000.00

45.O0
1 15.00
1,500.001,000.00
425.OO
3,000.00
Emmett's Excavation
1477 Menlo Avenue
Clovis, CA 93614
Amount

15.000.00
5,000.00

7.695.00

9.1 00.00
39,600.00
19,800.00

34.207.00
5,000.00
57,500.00
115.536.00
129.349.00
5,100.002.400.00
445,287.00

31.050.00

8.700.00
unit Price
15,000.00
5,000.00

95.00 140.00
9,900.009,900.o0

79.00 5,000.00
57,500.00

48.00 't21.OO

1.700.001,200.00
621.00
2,900.00
Quantity
and LJnit
LSLS
tFLFEAEALFEALSTNTNEAEA
CML-5224(027) Subtotal
LFEA
11 8165
42 433
11 2,407
1,069
32 50
3 Item Descriptionl\IobilizationTraffic ControlFumish and lnstall 8" Storm Drain LineFumish and lnstall 12" Storm Drain LineConstruct Catch BasinConstruct Storm Drain ManholeConstruct Curb and GutterConstruct Commercial DrivewayRoadwav Demo, Earthwork and GradinqFumish and Place Aggregate Base Fumish and Place Asphalt Concrete
Adiust Manhole Cover to GradeAdiust Valve Box Cover to Grade Fumish and lnstall 6" Waterline
Fumish and lnstall 6" Water Valve
ItemNo.
1 2J45
67Eo
10 111213
14 Subcontractors Lisied.' Fresno Conrete Const. lnc. Fresno Conrete Const. lnc. Romo Concrete ABSL Construction
Clay Miranda Trucking, lnc.Haydon Construction lnc.

ABSL Construction
KRC Safety Co., lnc.Haydon Construction lnc.

Fresno Conrete Const. lnc. ABSL Construction
Haydon Construction lnc. TBS Contractors
745.29 2

ABSTRACT OF BIDS FOR

CITY OF FIREBAUGH
J Street and 1Oth Street lmprovements Federal-Aid Project No. CML-5224(0271 Bid Opening: January 19,2023 at 2:00 p.m.

Unit Price Amount
15,000.00
5,000.00
12,150.00
'l 1,960.00
62,528.0024,000.00
24,244.OO65,O00.O0
169,561.00114,7E9.E3
'156,266.42
3,910.712,444.O4
556,862.00
Items
25,000.00
15,000.00
Non BID TOTAL
15,000.00
5,000.00
'150.00184.00
'15,632.0012,000.00

56.OO
65,000.oo
169,561.00

47.69 146.18
'l,303.57
1,224.02
500.00
5,000.00
Kroeker, lnc.
4627 S. Cheslnut Avenue
Fresno. CA 93725
Amount
15,000.00
5,000.00
22,437.0O
19,175.00
29,480.00
'14,300.00
20,351.00
12,t0g.OO
1 12,000.00
96,2E0.00
138.970.00
4,500.00
1,500.00
491,702.00
16,000.0011,550.00
Unit Price
15,000.00
5,000.00
277.OO295.00
7,370.00
7,1 50.00

47.OO
12,709.OO
'112,000.00

40.o0
130.OO
1,500.00
750.00320.00
3,850.00
McElvany, lnc.
'13343 Johnson Road
Los Banos, CA 93635
Amount

15.000.00
5,000.009,315.007.475.O4

23.000.00
13,800.00

34.856.50
3,450.00

73.097.1 9
127,330.30
174,567.70

2.760.00

1.725.00
491.375.69
5,750.00

12.936.00
Unit Price
15,000.00
5,000.00
1 15.00'I 15.00
5,750.006,900.00

80.50 3,450.00
73,097.19

52.90 163.30
920.00862.50
1 15.00
4,312.OQ
Quantity
and unit

LSLSLFLFEA

EALFEALS
TNTN
EA
EA
CML-5224(027) Subtotal
LFEA
11 8165
4 2
433
11 2,407
1,069
32 50
3 Item Description
Mobilization
Traffic Control
Fumish and lnstall 8" Storm Drain Line
Fumish and lnstall 12" Storm Drain Line
Construct Caich Basin
Conslruct Storm Drain ManholeConstruct Curb and GutterConstruct Commercial DrivewayRoadway Demo, Earlhwork and GradingFumish and Place Aggregate BaseFumish and Place Asphalt ConcreteAd.iust Manhole Cover to GradeAdjust Valve Box Cover to GradeFumlsh and lnstall S" WaterlineFurnish and lnstall 6" Water Valve ItemNo.
1 2
3 4
5o
7 89
10111213
1415
S u bco ntra cto rs Li sted : None
*Corrected Totals
Redstone ConstructionPavement Recycling
Madera Concrete
745.29 3
TO:

FROM:

DATE:

SUBJECT:

Felipe Perez and Council Members
Mario Gouveia, City Engineer
February 6,2023
Resolution No. 23-02
RECOMMENDATION:

Approve Resolution No. 23-02 updating and recertifying the City of Firebaugh Sewer System Management Plan (SSMP) to comply with State Water Resources Control Board Order No. 2006-0003-DWQ.

BACKGROUI\D:

The State Water Resources Control Board (SWRCB) adopted General Waste Discharge Requirements (GWDR) for Sanitary Sewer Systems (OrderNo. 2006-0003- DWQ) on May 2,2006, and OrderNo. WQ-2008-0002-EXEC onFebruary 20,2008, requiring all owners and operators of sanitary sewer collection systems greater than one mile in length and conveying untreated wastewater to a publicly owned treaftnent facility, to obtain coverage under the Order.

The SWRCB issued Order No. WQ-2013- 0058-EXEC, effective September 9, 2013, amending the Monitoring and Reporting Program (MRP) elements of the General Waste Discharge Requirements' The GWDR requires that an enrolled sanitary sewer collection system prepare and implement a Sewer System Management Plan (SSMP) documenting the enrollee's program to properly operate and maintain its sanitary sewer system, and that the SSMP be updated every five (5) years and must be re-certified by the soverning body when sienificant updates to the SSMP are made.

These significant updates include a thorough review of the I I elements of the SSMP to ensure continuous improvement of the City's sanitary sewer system infrastructure and operations, including those related to performance, maintenance, inspection, condition ass€ssment, monitoring, spill response, reporting and identification of repair and replacement needs.

The update reflects system and operational improvements since the creation of the SSMP in May of 2010.

FISCAL IMPACT:

SSMP updates are funded as a standard operational procedure in the City's Sewer Enterprise Fund.

ATTACHMENTS:

Resolution No. 23-02
Sewer System Management Plan (SSMP)
RESOLUTION 23-02

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FIREBAUGH OF ADOPTING AND

RECERTIFYING THE UPDATED SEWER SYSTEM MANAGEMENT PLAN (SSMP) WHEREAS, The State Water Resources Control Board (SWRCB) adopted General Waste Discharge Requirements (GWDR) for Sanitary Sewer Systems (Order No. 2006-0003- DWQ) onMay 2,2006, and Order No. WQ-2008-0002- EXEC on February z},2}}8,requiring all owners and operators of sanitary sewer collection systems greater than one mile in length and conveying untreated wastewater to a publicly owned treatment facility, to obtain coverage under the Order; and
WHEREAS, The SWRCB issued Order No. WQ-2013- 0058-EXEC, effective September 9, 2013, amending the Monitoring and Reporting Program (MRP) elements of the General Waste Discharge Requirements; and WHEREAS, The GWDR requires that an enrolled sanitary sewer collection system prepare and implement a Sewer System Management Plan (SSMP) documenting the enrollee's program to properly operate and maintain its sanitary sewer system, and that the SSMP be updated every five (5) years, and must be re-certified by the governing body when significant updates to the SSMP-are made; and
NOW THEREFORE, by the City Council of the City of Firebaugh, County of Fresno, California, resolves as follows:

Adopt the updated Sewer System Management Plan (SSMP) to comply with State Water Resources Control Board Order No. 2006-0003-DWQ.

The foregoing resolution was introduced and adopted at a regular meeting of the City Council of the City of Firebaugh held on the 6ft day of February 2023,by the following vote, to wit:

AYES:

NOES:

ABSENT:

ABSTAIN:

APPROVED: ATTEST:

Felipe Perez, Mayor futa Lozano, Deputy City Clerk
ATTEST:

I, hereby cefiiry that the forgoing resolution was regularly introduced, passed and adopted at a regular meeting ofthe City Council ofthe City of Firebaugh this 6th day of February 2023.

Rita Lozano, Deputy City Clerk of the City of Firebaugh Page I of I
Sewer System
Management Plan
Gity of Firebaugh
Cl i e nt Re p re se ntative :

Benjamin Gallegos
City Manager
Gouveia Engineering, lnc.

Proiect Manager:

Mario B. Gouveia, P.E.

City Engineer
December 2022
Project #730.02-22
GOUVEIA ENGINEERING, INC.
456 STXTH STREET. GUSTINE, CAL|FORNlA95322. TELEPHONE (209) 854-3300

TABLE OF CONTENTS
INTRODUCTION..........

Location
Purpose.....

Background..........

Glossary of Terms
Location Map.......

SECTION 1: GOALS

1.1 Requirements............

1.2 City Goals

1.3 Monitoring and Reporting Plan Requirements..

SECTION 2: ORGANIZATION

2.1 Requirements............

2.2 Authorized Representative...........

2.3 Organization................

Figure 2-1 SSMP Organization Chart......

2.4 Chain of Communication....

Figure 2-2 SSMP Chain of Communication Chart

2.5 Contact List...........

2.6 Monitoring and Reporting Plan Requirements......

SECTION 3: LEGAL AUTHORITY

3.1 Requirements............

3.2 MunicipalCode.........

3.3 Prevention of Illicit Discharges

3.4 Proper Design and Construction of Sewers and Connections

3.5 Lateral Maintenance Access

3.6 Limit Discharge of FOG and other Debris

3.1 Enforcement..............

SECTION 4: OPERATION & MAINTENANCE PROGRAM

4.1 Requirements............

4.2 CollectionSystemMap..........

4.3 Preventative Operation and Maintenance

4.4 Pump Station Maintenance .............

4.5 Rehabilitation and Replacement Plan

4.6 Training....

4.7 Contingency Equipment and Replacement Inventories

4.8 Monitoring and Reporting Plan Requirements.............

SECTION 5: DESIGN & PERFORMANCE PROVISIONS

5.1 Requirements............

5.2 Design Standards for Installation, Rehabilitation and Repair

5.3 Standards for Inspection and Testing.....

I
I
I
1 2
5 1-l
1-1
t-2
2-r
2-l
2-l
)_)
2-3
2-4
2-5
2-5
5-1
5-1
5-2
4-l
4-l
4-2
4-2
4-2
4-3
4-4
4-4

TABLE OF CONTENTS I
SECTION 6: OVERFLOW EMERGENCY RESPONSE PLAN

6.1 Requirements............

6.2 Emergency Response Plan..........

6.3 Sanitary Sewer Overflow Volume Estimation

6.4 SSOCategories.........

6.5 ReportingProcedures

6.6 Monitoring and Reporting Plan Requirements .'.....'..'. 6-l
6-1
6-3
6-4
6-4
6-5
7-l
7-l
7-2
7-2
7-2
'7 _')
7-3
7-3
7-3
7-4
7-4
SECTION 7:

7.1 7.2

7.3 7.4

7.s

7.6 7.7

7.8 7.9

7.10 7.tt

FATS, OILS & GREASE (FOG) CONTROL PROGRAM
Requirements ............

FOG Control Plan
Public Education Outreach Program....

Disposal of FOG
Legal. Authority..

Grease Interceptors ...............

Inspection Authority
Enforcement Authority
Identification of Hot Spots.........

Source Control
Public Outreach..:

SECTION 8: SYSTEM EVALUATION & CAPACITY ASSURANCE PROGRAM

8.1 Requirements............

8.2 CapacityEvaluation
Table 8-l Influent Daily Average by Month

8.3 DesignCriteria.....

8.4 Capacity Enhancement Measures and Schedule..........'...

8.5 Monitoring and Reporting Plan Requirements ...........' SECTION 9: MONITORING, MEASUREMENT & PROGRAM MODIFICATIONS

9.1 Requirements............

9.2 Monitoring and Measuring ..........

9.3 SSMPModifications..............

9.4 Monitoring and Reporting Plan Requirements
SECTION 10: SSMP PROGRAM AUDITS

10.1 Requirements............

10.2 SSMPAudits.......

SECTION 11: COMMUNICATION PROGRAM

11.1 Requirements............
ll.2 Communication with Public
1 1.3 Communication with Stakeholders......
ll.4 Communication with Satellite Systems
8-l
8-1
8-2
8-3
8-3
8-3
9-l
9-l
9-2
9-2
10-1
10-l
11-1
11-1
11-1
11-1

TABLE OF CONTENTS II
SECTION 12: SSMP COMPLETION AND CERTIFICATION
lz.L Requirements .......

I2.2 Completion and Approval........

12.3 Certification ...............
t2-r
t2-I
t2-l

APPENDIX A
State Water Resources Control Board Order No. 2006-003-DWQ State Water Resources Control Board Monitoring and Reporting Program No. 2006-0003-DWQ Attachment A Waste Discharge Requirement and Amendments

APPENDIX B
SSMP Organizational Chart and Chain of Communication

APPENDIX C
Chapter 15 of City of Firebaugh Municipal Code

APPENDIX D
Proposed Additions to Chapter 15 of City of Firebaugh Municipal Code

APPENDIX E
Copy of Approval Resolution
Copy of Certification Form

APPENDIX F
Sample Forms

APPENDIX G
Change Log

TABLE OF CONTENTS III
GOI]V}'IA TXNGINIXIXI{ING
Introduction
Location
The City of Firebaugh (City) is located in Fresno County, northwest of Fresno off Highway

33. More precisely, the City is located approximately 43 miles west of the City of Fresno and 18 miles east of Interstate 5, the main north-south link between San Francisco and Los Angeles. A Location Map is provided on Page 5. The City's population in 2010 was 7,549 and in 2020 the population was 8,096 according to the 2020 Census.

Purpose
Gouveia Engineering has been retained by the City to complete the required five year SSMP update to comply with statewide waste discharge requirements for sanitary sewer systems.

Background
The California State Water Resources Control Board ("SWRCB") promulgated a waste discharge requirement ("WDR") permit on May 2, 2006 to regulate sanitary sewer systems. This permit is known as SWRCB Order No. 2006-0003, Statewide General Waste Discharge Requirements for Sanitary Sewer Systems. On July 30,2013, Attachment A to the Order was promulgated and became effective on Septemb er 9,2013 and is known as Attachment A, SWRCB Order No. WQO 2013-0058-EXEC, amending the Monitoring and Reporting Program for Statewide General Waste Discharge Requirements for Sanitary Sewer Systems (together these documents constitute the "sss wDR").

This permit, among other things, requires local public sewer collection system agencies, referred to as "Enrollees," to develop a Sewer System Management Plan ("SSMP"). SSMPs must be selfaudited at least every two (2) years and updated every five (5) years from the original adoption date by the Enrollee's governing board. The original SSMP must have been approved by the governing board of the Enrollee at a public meeting and adopted.

The five-year SSMP update must also be approved and certified as do all significant updates to the SSMP. The SSMP, all references in the document, and the adoption documents by the governing board must be available on the agency website or submitted to the SWRCB upon adoption or recertification. Enrollees do not send their SSMP to the State or Regional Water Boards for review or approval, but must make it publicly available, and upload an electronic copy to the SSO database or provide a tink to the Enrollees' website where the SSMP is posted.

I
GOI]VEIA IXNGINEIXIRING
Collection System - Generic term for any system of pipes or sewer lines used to convey wastewater to a treatment facility.

Enrollee - A public entity that owns or operates a sanitary sewer system and has submitted a complete and approved application for coverage under the SSS WDR.

Lateral (also called Service Lateral) - A segment of pipe that connects a home or building to a sewer main, which may be located beneath a street or easement. The responsibility for maintaining a lateral can be solely that of the Enrollee or the private property owner; or it can be shared between the two or more parties. Local communities dictate lateral responsibility and the basis for a shared affangement, if it applies. See Lower Lateral and Upper Lateral definitions.

Lower Lateral - That portion of a lateral usually from the property line or easement line to the sewer main. Enrollees may or may not be responsible for maintenance of this portion of the lateral.

If not, the lower lateral is owned and maintained by the property its serves.

Miles of Gravity Sewer - Amount of gravity sewer lines/pipes in an Enrollee's sanitary sewer system, expressed in miles.

Miles of Publicly-Owned Laterals - Amount of laterals in an Enrollee's sanitary sewer system that the Enrollee is responsible for maintaining, expressed in miles.

Miles of Pressure Sewer (Miles of Force Main) - Amount of pressurized sewer lines/pipes in an Enrollee's sanitary sewer system, expressed in miles or portions thereof.

Miles of Private Laterals - Amount of private laterals tributary to an Enrollee's sanitary sewer system that private properfy owners are responsible for maintaining, expressed in miles or portions thereof.

NGO - Non-governmental organization.

Percent Reached Surface Water - Volume of sewage discharged from a sanitary sewer system or private lateral or collection system estimated to have reached surface water divided by the total volume of sewage discharged.

Percent Recovered - Volume of sewage discharged that was disposed of properly, divided by the total volume of sewage discharged.

Private Lateral - Privately owned sewer service lateral.

Private Lateral Sewage Discharge (PLSD) - Sewage discharges caused by blockages or other problems within privately owned laterals, collection systems or other private sewer assets that are tributary to the reporting Enrollee's sanitary sewer system. Reports of these events may be submitted by Enrollees on a voluntary basis except in San Diego Region 9, but are not the Enrollee's responsibility unless caused by issues in the main line or because of other Enrollee activity. Normally, this fype of sewage discharge is the responsibility of the private lateral, private asset, or collection system owner.
2 GO fIVI'IA IXNGINIXIXIRING
Sanitary Sewer Overflow (SSO) - Any overflow, spill, release, discharge or diversion of untreated or partially treated wastewater from a sanitary sewer system. SSOs include: i. Overflows or releases of untreated or partially treated wastewater that reach waters of the United States; ii.

Overflows or releases of untreated or partially treated wastewater that do not reach waters of the United States; and iii. Wastewater backups into buildings and on private property caused by blockages or flow conditions within the publicly-owned portion of a sanitary sewer system.

Sanitary Sewer System - Any system of pipes, pump stations, sewer lines, or other conveyances, upstream of a WWTP head works and which is comprised of more than one mile of pipes and sewer lines, used to collect and convey wastewater to a publicly owned treatment facility.

Service Lateral - See Lateral.

SSO Category 1 - All discharges of sewage resulting from a failure in an Enrollee's sanitary sewer system that resulted in a discharge to a drainage channel and/or surface water.

SSO Category 2 - All discharges of sewage resulting from a failure in an Enrollee's sanitary sewsr system of a volume equal to or greater than 1,000 gallons that did not reach surface water.

SSO Category 3 - All discharges of sewage resulting from a failure in an Enrollee's sanitary sewer system of a volume less than 1,000 gallons that did not reach surface water.

SSO Database - Online reporting system developed, hosted, and maintained by the SWRCB for compliance with the Monitoring and Reporting Program contained in SSS WDR.

Storm Drain - For the purposes of complying with the SSS WDR, any pipe that is part of a Municipal Separate Storm Sewer System (MS4) used for collecting or conveying storm water.

Total # of SSOs per 100 miles of Sewer per Year - Broad metric used to compare the relative performance of Enrollees and their sanitary sewer systems. This metric expresses the number of SSOs for which the reporting Enrollee is responsible, for every 100 miles of pipe or sewer lines in an Enrollee's sanitary sewer system. Due to the large variation in facility specific characteristics, this metric should only be viewed as a rough comparison of the operation and maintenance performance of Enrollees and their sanitary sewer systems. For systems smaller than 100 miles, this metric tends to skew the result as the miles of pipe get smaller. This metric is calculated as described below: Total # of SSOs per year: (Total # of SSOs x 100) ((Years) x (Miles of Pressure Sewer + Miles of Gravity Sewer + Miles of Public Laterals)) Total Volume of SSOs Reached Surface Water per 100 miles of Sewer - Broad metric used to compare the relative performance of Enrollees and their sanitary sewer systems. This metric expresses the volume of SSOs, for which the reporting Enrollee is responsible, that reached surface water for every 100 miles of pipe or sewer lines in an Enrollee's sanitary sewer system. Because sewage discharges that reach surface water pose a greater threat to public health and the environment, this metric reflects some accounting of the threat posed by SSOs. Due to the large variation in facility specific characteristics, this metric should only be viewed as a rough comparison of the operation and maintenance performance of Enrollees and vii their sanitary sewer systems. For systems smaller than 100 miles, this metric tends to skew the result as the miles of 3 GOI]VIJIA ENGINEERING
pipe get smaller. This metric is calculated as described below: Total Annual Volume of SSOs Reaching Surface Waters : (Total volume of SSOs reaching Surface Waters x 100) ((Years) x (Miles of Pressure Sewer + Miles of Gravity Sewer + Miles of Public Laterals)) Total Volume Reached Surface Water - Amount of sewage discharged from a sanitary sewer system, private lateral, or collection system estimated to have reached surface water.

Total Volume Recovered - Amount of sewage discharged that was captured and disposed of properly.

Upper Lateral - Portion of a lateral usually from the building foundation to the property line or easement line where it connects to the Lower Lateral. Enrollees may not own and maintain this portion of a Lateral since responsibility usually lies with the owner of the property that the lateral serves.

WDID - Waste Discharge Identification number assigned as a unique identifier by the SWRCB to each Enrollee for regulatory recordkeeping and data management purposes. 4 GOUVEIA ENGINIXTXRING
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GO UVI'IA IXNGINIXTXRING
Section L - Goals

1.1 Requirements
The goal of the SSMP is to provide a plan and schedule to properly manage, operate, and maintain all parts of the sanitary sewer system. This will help reduce and prevent SSOs, as well as mitigate any SSOs that occur.

1.2 City Goals
Providing quality, safe and reliable sewer service at a reasonable cost is essential to fulfilling the City's Public Works' Mission Statement. The Department of Public Works provides essential services in the areas of Parks and Recreation, Street Maintenance, Water Treatment and Waste Collection. The mission of the Public Works Department is to "enhance the quality of life in Firebaugh for our residents, businesses, and visitors, by working together to maintain and improve our public facilities and services in the most cost effect and efficient manner possible while providing the highest quality of customer: care."
The City has developed the following goals in an effort to meet the requirements of the SSO and uphold their mission statement:

1. Prevent or minimize the frequency of SSO's.

2. Properly manage, operate, and maintain all portions of the Enrollee's wastewater collection system to minimize SSOs.

3. Meet all applicable regulatory notification and reporting requirements

4. Maintain and improve the condition and performance of the Enrollee's wastewater collection system.

5. Implement regular, proactive maintenance of the system to remove roots, debris, and FOG in areas prone to blockages that may cause sewer backups or SSOs.

6. Identify, prioritize, and continuously renew and replace sewer system facilities to maintain reliability

7. Convey wastewater to treatment facilities with a minimum of infiltration, inflow and exfiltration.
8 Provide adequate capacity to convey peak flows.
l-l
GO I ]VEIA ITNGINIXERING
g. Perform all operations in a safe manner to avoid personal injury and property damage.

10. Ensure compliance with current regulatory requirements.

These goals will provide focus for the City to continue providing high quality service and improving the management, operation and maintenance of the sanitary sewer system

1.3 Monitoring and Reporting Plan Requirements
All changes to this Element of the SSMP must be recorded along with the date and person responsible for the changes on the SSMP Change Log (MRP at section E.3.) attached as an appendix to the SSMP. Enrollees should also consider the addition of separate appendices f appendix to the SSMP.
t-2
GOI]VEIA ITNGINITEITING
Section 2 Organization

2.1 Requirements
The SSMP must identify:
a) The name of the responsible or authorized representative as described in Section J of the Sanitary Sewer Order.
b) The names and telephone numbers for management, administrative, and maintenance positions responsible for implementing specific measures in the SSMP program. The SSMP must identiff lines of authority through an organization chart or similar document with a narrative explanation; and
c) The chain of communication for reporting SSOs, from receipt of a complaint or other information, including the person responsible for reporting SSOs to the State and Regional Water Board and other agencies if applicable (such as County Health Officer, County Environmental Health Agency, Regional Water Board, and"/or State Office of Emergency Services (OES).

2.2 Authorized Representative
The City's authorized representative in all wastewater collection system matters is the Leadman for Water and Wastewater. The City Council has authorized the person in this position to certi$r spill reports submitted to the SWRCB.

The Public Works Director is responsible for implementing and maintaining all elements of this SSMP.

2.3 Organization
The organization chart shown below, as Figure 2-1, indicates City Staff responsible for implementing, managing, and updating the SSMP. A brief description of the responsibilities identified with each position follows. The names and phone numbers of staff filling these positions are included in Appendix "B".
2-l
(}O f]VEIA I]NGINIXIII{ING
Figure 2-1
City of Firebaugh
SSMP Organization Chart
City Council - Approves and adopts the SSMP, City Standards and Ordinances.

Benjamin Gallegos. City Manager - Administrative head of the City under the direction of the City Council. He is responsible for the efficient administration of all the affairs of the City which are under his control.

Michael Molina. Public Works Director - Establishes policy, plans strategy, leads staff, allocates resources, delegates responsibility, authorizes outside contractors to perform services, develops department plans and programs including sewer operations and the Capital Improvement Program, supervises the review of applications for permits for compliance with codes, regulations, and standards, and oversees and coordinates sewer maintenance operations.

Mario Gouveia. Citv Ensineer - Acts as project manager on public works projects, prepares plans, specifications and preliminary cost estimates, reviews private project development plans for compliance with codes, regulations, and standards, confers with Public Works Director and maintenance department on sanitary sewer system issues, confers with contractors and consultants on engineering and construction matters, prepares reports on sewer and other public works projects and coordinates development and implementation of SSMP.

Public
City Council
Benjamin Gallegos
City Manager
Michael Molina
Public Works Director
Noah Marquez
Water/Sewer Supervisor
Mario Gouveia
City Engineer
Colby Berger
Operator I
Caesar Sierras
Civil Inspector Operator II
a1
GOI]VEIA TXNGINTXIXIRIN(}
Noah Marquez. Water/Sewer Supervisor - Plans, organizes and supervises the maintenance and repair of City wastewater infrastructure, manages field operations and maintenance activities, provides relevant information to agency management, prepares and implements contingency plans, leads emergency response, maintains records of projects assigned and completed, supplies equipment used and costs incurred, estimates needed equipment, equipment maintenance and investigates and reports SSOs, and trains field crews.

Citv Insoector - Reviews new and rehabilitated public infrastructure improvements for compliance with codes, regulations and standards, and provides verbal/written reports to the City Engineer.

Caesar Sierras" Operator II - Works as a member of the field maintenance crew, preventative maintenance activities, responds to notification of stoppages and SSOs, cleans, unplugs and repairs sewer lines and mobilizes sewer cleaning equipment.

Colbv Berser- Ooerator I - Works as a member of the field maintenance crew, preventative maintenance activities, responds to notification of stoppages and SSOs, cleans, unplugs and repairs sewer lines and mobilizes sewer cleaning equipment.

2.4 Chain of Communication
The chain of communication for reporting SSOs, from receipt of a complaint or observation to reporting the SSO to the SWRCB, is shown in the flow chart below (Figure 2-2). Contact phone numbers for the parties included in the chain of communication are listed in Appendix "B" along with the names and phone numbers of City Staff included in the SSMP Organizational Chart.

The SSO reporting process will, be described in further detail in the following section entitled "Overflow Emergency Response Flan".
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Figure 2-2
City of Firebaugh
SSMP Chain of Communication Chart
During Business Hours After Business Hours
Cify Manager
Observer
Public/City Staff
City Hall
559-659-2043
Answering Service After
Hours 559-659-3051
Public Works DirectorAMater-Sewer
Supervisor On-Call Personnel
Operators
Contain Spill
Fix Problem
Cleanup
Water/Sewer Supervisor Reports SSO
To SWRCB & Other Appropriate
Agencies
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2.5 Contact List
Benjamin Gallegos
City Hall
Michael Molina
Noah Marquez
Ceaser Sierras
Colby Berger
After Hours
City Manager
Administrative
Public Works Director
Water/Sewer Supervisor
Operator II
Operator I
PD
559-659-2043
559-659-2043
ss9-694-6t70
ss9-694-6164
559-694-6172
559-694-6173
559-659-305 I

2.6 Monitoring and Reporting Plan Requirements
The MRP states that:
. An Enrollee may/should have more than one LRO
. Any LRO shall be registered with the SWRCB; link to CIWQS User Registration (LROs and Data Submitters) at https ://ciwq s.waterboards. ca. gov/ciwqs/newUseri sp. . The Enrollee shall maintain continuous coverage by an LRO. Any change of a registered LRO, including deactivation or a change to the LRO's contact information, shall be submitted by the Enrollee to the SWRCB within 30 days of the change by calling 866-79-CIWQS (24977) or by email at [email protected].
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Section 3 - Legal Authority

3.1 Requirements
Each Enrollee must demonstrate, through sanitary sewer system use ordinances, service agreements, or other legally binding procedures, that it possesses the necessary legal authority to:
a) Prevent illicit discharges into its sanitary sewer system, including VI from satellite wastewater collection systems and laterals, stormwater, unauthoized debris, etc. b) Require proper design and construction of sewers and connections c) Ensure access for maintenance, inspection and repairs to publicly owned portions of laterals
d) Limit the discharge of FOG and, other debris that lrray cause blockages e) Enforce violations of its sewer ordinances

3.2 Municipal Code
The legal authority required for the SSMP by the SWRCB is provided in the City's municipal code. Chapter 15, Sewer and Water, of the municipal code contains two sections dedicated to the sewer system. The following is a description of these sections:
15-2 Sewer Regulations - Provides rules and regulations for the use and construction of sanitary sewer facilities installed, altered or repaired within the City. 15-6 Construction of Off-Site Sewer Mains - Provides the process, rules and regulations for governing the construction of off-site sewer mains to extend the City's sewer mains in order to serye new development.

A copy of Chapter 15, Sewer and Water is attached as Appendix C. Portions of this chapter are discussed in the following paragraphs as they pertain to the requirements described above.

3.3 Prevention of Illicit Discharges
Storm water Drainage. Section l5-2.I(a) of the municipal code prohibits discharging or causing to discharge any rain or stOlm water, surface water, groundwater, drainage water or roof-off water: into the sewer system.
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Wastes Prohibited. Section l5-2. 1(b) prohibits discharge of waste drainage containing sand, grease, oil or sludge except through a trap or settling box sufficient to prevent the sand, grease, oil or sludge from being carried into the sewer system.

Section 15-2.1(c) prohibits discharge of wastewater into the sewer system containing acid or chemicals in such amount as to interfere with the natural digesting process at the sewer disposal plant.

Section 15-2.1(d) prohibits the removal of a cover from a manhole or any other opening in the sewer system for the pufpose of permitting or causing to be directly discharged into the sewer system rain, storm, surface, grounds, drainage or roof-off water, or holding tank waste except City employees acting within the scope of their duties.

Wastes Which Ma.'r Be Prohibited. Section 15-2.1(e) prohibits discharge of any holding tank waste into the City sewer system except in accordance with subsection 15-2.8 and a valid permit issued pursuant to that section.

Section 15.2.1.1 allows the public works director or his designated representative to require testing of any waste discharge, to determine whether it complies with this chapter and with all applicable Federal, State and local laws, mles, codes and regulations, that it is amenable to treatment by the processes employed by the City's waste treatment facilities, and that it will not be otherwise detrimental or cause damage to the City sewer system or wastewater treatment facilities.

3.4 Proper Design and Construction of Sewers and Connections Regulations pertaining to the design, construction and connection of private sewer systems, building and lateral sewer connections, and public sewer construction are included in Section 15-2 of the municipal code.

Connection Requirements. Section 15-2.5 requires all plumbing affecting the sanitary condition of any building or structure within the boundaries of any lot in the City shall be connected with the public sewer system.

Construction and Inspection Requirements. Section 15-2.6 requires all plumbing to be connected to the City's sewer system to be constructed of materials and in such a manner as to conform to the City Standard Specifications and requirements maintained by the director of public works. All sewage lines or other plumbing designed to be connected to the City sewer system shall be inspected during the course of construction as to the layout, groundwork, materials and construction.

3.5 Lateral Maintenance Access
Section 15-2.6 requires all connections to the City sewer system be constructed with cleanouts. The municipal code does not outline maintenance responsibilities of the property owner 3-2
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and the City, except in Section l5-2.1b which states that traps and settling boxes shall be kept clean and in sufficient repair at all times by the owner of the property. The municipal code also does not include any requirements for maintaining access to facilities to be maintained by the City.

The City is currently reviewing and revising the municipal code to include additional language outlining maintenance responsibilities and requirements. Proposed changes to the municipal code are included in Appendix D.

3.6 Limit Discharge of FOG and Other Debris
As will be discussed in Section 7, Fats, Oils and Grease (FOG) Control Program, of this plan, Section I5-2.1b requires atrap or settling box be installed wherever discharge waste drainage contains sand, grease, oil or sludge.

As discussed above disposal of other wastes are also either prohibited or may require testing or permits.

3.7 Enforcement
Section 15-4 of the municipal code indicates that it is a misdemeanor for any person who violates any of the sewer regulations and they shall be liable, after conviction, to the penalty or penalties stated in Chapter 1, Section l-5.

Section 1-5 of Chapter 1 describes the general penalties, continuing violations and administrative citations and penalties along with the process for issuing, appealing and collectingpenalties. Sectionl-5.5.l2providestheauthorityforthepolicechief,firechiefand their respective designated deputies, assistants or employees, the public works director and the building inspector to issue administrative citations. A copy of Chapter I of the municipal code is provided in Appendix C.

The City is currently reviewing and revising the municipal code to include additional language to specifically address the enforcement of regulations pertaining to the safe, economical and efficient management and protection of the City sewage system, sewage treatment and disposal works. Proposed changes to the municipal code are included in Appendix D. 3-3
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Section 4 - Operations and Maintenance Program

4.1 Requirements
The SSMP must include those elements listed below that are appropriate and applicable to the Enrollee's system:
a) Collection System Map: Each wastewater collection system agency shall maintain upto-date maps of its wastewater collection system facilities, showing all gravity line segments and manholes, pumping facilities, pressure pipes and valves, and applicable stormwater pumping and piping facilities.
b) Preventive Operation and Maintenance: Describe routine preventive operation and maintenance activities by staff and contractors, including a system for scheduling regular maintenance and cleaning of the sanitary sewer system with more frequent cleaning and maintenance targeted at known problem areas. The Preventive Maintenance (PM) program should have a system to document scheduled and conducted activities, such as work orders.
c) Rehabilitation and Replacement Plan: Develop a rehabilitation and replacement plan to identi$r and prioritize system deficiencies and implement short-term and long-term rehabilitation actions to address each deficiency. The program should include regular visual and TV inspections of manholes and sewer pipes, and system for ranking the conditions of sewer pipes and scheduling rehabilitation. Rehabilitation and replacement should focus on sewer pipes that are at risk of collapse or prone to more frequent blockages due to pipe defects. Finally, the rehabilitation and replacement plan should include a capital improvement plan that addresses proper management and protection of the infrastnrcture assets. The plan shall include a time schedule for implementing the short and long-term plans plus a schedule for developing the funds needed for the capital improvement plan.
d) Training: Provide training on a regular basis for staff in sanitary sewer system operations and maintenance, and require contractors to be appropriately trained. e) Equipment and Parts Inventory: Provide equipment and parts inventories, including identification of critical replacement parts.

4.2 Collective System Map
The City has a set of infrastructure maps that include wastewater collection systems facilities 4-1
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including all gravity lines, manholes, pumping facilities and pressure pipes. Storm drain and water facilities are also shown on the same infrastructure maps. The City Engineer keeps a master set (hard copy) of the maps. Copies of the maps are also available in the office of the Public Works Department. The infrashucture maps are in the process of being updated and converted to an electric format for ease of use and revising and/or updating facilities. This will be completed as funding becomes available and as new development occurs.

4.3 Preventive Operation and Maintenance
The City does not have a specific work order software program in place. As calls are received and routine maintenance is scheduled handwritten forms are completed to provide complaint information and/or routine maintenance instructions. The maintenance worker responsible for completing the work witl add any pertinent information regarding the call or maintenance activity including what work was done and any follow-up that needs to occur. The completed forms are then turned in to the Leadman and are kept on file in the Public Works Department.

The City currently performs daily inspections and maintenance on each of their nine lift stations and all identified hot spots. Approximately 2 hours a week is spent inspecting manholes for all hot spots. The City also tries to clean lines at least once a week at hot spots or more frequently if needed.

4.4 Pump Station Maintenance
The City provides maintenance for nine (9) sewer lift stations to convey wastewater from the City collection system to the Wastewater Treatment Facility. The stations are inspected daily by operators and pumps are cycled daily to confirm that they are in a state of good repair. All of the lift stations have two continuous duty rated submersible pumps to allow for redundancy should one pump fail or need maintenance. The lift stations are equipped with 10 hp pumps giving the City the ability to keep spare parts and pumps on the shelf that can be utilized in all lift stations. All lift stations are equipped with primary and secondary level controls. The lift stations are equipped with alarms and integrated with SCADA. Lift station control panels are equipped to receive power from a portable generator.

4.5 Rehabilitation and Replacement Plan
The City's inspection program consists of responding to complaints, spot checking problem areas, periodic inspection of grease traps and/or settling boxes and inspection of improvements during the construction phase which includes TV inspection. Additional TV inspections are also performed when warranted.

The City anticipates beginning a comprehensive inspection program where all sewer facilities are inspected and assessed on a rotating basis over a specific time period when funding becomes available. It is expected that this inspection program would include TV inspections of existing sewer pipelines and manholes.
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TV inspections are performed by City operations staff and independent contractors as warranted. Video copies of the inspections are delivered to the Cify in either DVD or Flash Drive format along with a written report of findings. The reports are reviewed by the Public Works Director and filed at Public Works.

Data obtained during maintenance and inspection activities is evaluated and analyzed based on the following criteria:

1. Line Obstructions
a) Number of prior SSOs due to obstructions at this location. b) Cause of obstruction(s).
c) Amount of previous maintenance work performed at this location. d) Evaluate prior inspection records.
e) Overflow quantity and destination.
0 Size of tribttary area upstream.

2. Pipe/Manhole Defects
a) Location
b) Evaluate prior inspection records.
c) Size, depth and length of defective line.
d) Depth of flow in line.

3. Replacement
a) Remaining life expectancy.
b) Other scheduled construction work at replacement location. c) Potential severity of SSG.
d) Location and permitting issues.
e) Cost
The problem areas are then ranked to prioritize repair, rehabilitation and/or replacement projects to be included in the Capital Improvement Plan (CIP). This information is also utilized to prioritize or adjust the routine maintenance schedule.

4.6 Training
The City provides technical, skills and periodic safety training programs. The City makes available to appropriate staff training offered by manufacturers andlor suppliers for the proper operation and maintenance of existing and new equipment. Training is provided in a variety of formats including conferences, seminars, workshops and on-the-job training. Training and certifications are essential for employee advancement and pay increases. The City maintains written records documenting all training sessions made available by the City, who attended the training and material covered.

City staff does not perform confined space operations. When confined space operations are required the work is subcontracted out to a contractor trained and/or certified in performing 4-3
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confined space operations. The Contractor must provide liability insurance The Public Works Department will periodically review equipment and procedures to determine, the adequacy of training programs being offered'. The review will include a review of Ca1-OSHA and insurance requirements. Depending on the outcome of this review additional training or changes to existing training will be incorporated into the City's training program.

4.7 Contingency Equipment and Replacement Inventories
The City has identified critical components of the sewer system. Spare parts for the sewer system are stored at the corporation yard and the wastewater treatment plant. The City owns and maintains eight generators; five of which are stationary and three are portable.

Maintenance and repairs on City owned vehicles is performed in-house at the corporation yard.

Spare parts for vehicles are also stored at the corporation yard. Files are maintained on all vehicles and equipment including maintenance and repair records.

The City has recently updated all of their City Standards. The revised Standards provide for standardized construction of sewer system facilities and include specifications for pipe material, manholes and lift stations.

The City maintains a list of service provider and vendors that provide 24-hour service for emergency pump service and equipment rental. This information is available to all Public Works employees.

4.8 Monitoring and Reporting Plan Requirements
a) The 2013 MRP update did not change the map requirements; however, the new Technical Report requirement for SSOs > 50,000 gallons does require a "Detailed location map illustrating all water quality sampling points." It may be useful to draw or sketch on a copy of your map when documenting an SSO event to indicate the location(s) where the spill occurred and where water quality
b) The 2013 MRP update requires a Technical Report for SSOs > 50,000 gallons. Part of that report must spell out an Enrollee's response to the SSO, including "Final corrective action(s) completed andlor planned to be completed, including a schedule for actions not yet completed." Any changes to the Preventive Maintenance Schedule could be included as a part of a corrective action plan.

In addition, any Rehabilitation or Replacement needed could be listed as part of the corrective action(s) taken or planned.
c) LROs, Data Submitters, and staff should be trained on details of the MRP as appropriate 4-4

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d) The 2013 MRP update did not change the Equipment and Replacement Part Inventory requirements.
e) The 2013 MRP update now requires an Enrollee to develop and implement a Water Quality Monitoring Program to assess impacts of all SSOs greater than 50,000 gallons reaching surface waters. Sampling, as described in Section D of the MRP, must be initiated within 48 hours of the Enrollee becoming aware of the SSO.
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Section 5 - Design and Performance Provisions

5.1 Requirements
a) Standards for Installation. Rehabilitation and Reoair -The SSMP must identifu design and construction standards and specifications for the installation of new sanitary Sewer systems, pump stations and other appurtenances; and for the rehabilitation and repair of existing sanitary sewer systems. b) Standards for on and Testins of New. Reha and Renaired Facilities - The SSMP must identiff the procedures and standards for inspecting and testing the installation of new Sewers, pumps, and other appurtenances and for rehabilitation and repair projects.

5.2 Design Standards for Installation, Rehabilitation and Repair The City maintains detailed standard specifications for the construction of public improvements.

The City's Standard Specifications were completely updated in August 2008. Additions and updates of specific details or specifications occur periodically on an as needed basis. Copies of the Standard Specifications are available at City Hall and will soon be made available on the City website at https : //firebaugh. org
Section 6 of the City's Standard Specifications provides specifications and detailed drawings for the installation of public sewer facilities including:
. Design Flow Rates, Peaking Factors, Pipe Size and Slope . Pipe for Sewer Mains
o Services
o Manholes
o Lift Stations
r Forcemains
o Trench Excavation
o Water in trench
. Laying and Jointing of Pipe
o Lateral Connections
o Backfill
o Grease Traps
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The City has not specifically adopted standards, specifications or details for the rehabilitation of sewer facilities within the current Standard Specifications.

Future rehabilitation projects will continue to be constructed under contract to the City following accepted design practice and industry standards and will be included in project specific specifications. Additional specifications and details related to sewer rehabilitation may be added to the Standard Specifications in the future if additional rehabilitation projects become more frequent and the need for standardization arises.

Many of the specifications in Section 6 of the Standard Specifications would apply to sewer repair projects. Repair projects are typically constructed by City staff or by qualified firms under contract to the City. The City routinely monitors and repairs its sewer lift stations to ensure that pumping facilities operate properly. Specifications and details related to sewer repair projects follow accepted design practice and industry standards and would be included in project specific specifications.

5.3 Standards for Inspection and Testing
Section 6 of the City's Standard Specifications also provides specifications for the inspection and testing of new public sewer facilities including:
o Cleaning and Flushing
o Inspection
o Closed Circuit TV Inspection
Even though the City's Standard Specifications do not contain specifications relating specifically to the inspection and testing of rehabilitated and repaired sewer facilities, the specifications for new installation would still be applicable as much as practicable. 5-2

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Section 6 - Overflow Emergency Response Plan

6.1 Requirements
Each Enrollee shall develop and implement an overflow emergency response plan that identifies measures to protect public health and the environment. At a minimum, this plan must include the following:
a) Proper notification procedures so that the primary responders and regulatory agencies are informed of all SSOs in a timely manner;
b) A program to ensure an appropriate response to all overflows; c) Procedures to ensure prompt notification to appropriate regulatory agencies and other potentially affected entities (e.g., health agencies, Regional Water Boards, water suppliers, etc.) all SSOs that potentially affect public health or reach water of the State in accordance with the monitoring and reporting program (MRP). All SSOs shall be reported in accordance with the MRP, the California Water Code, other State Law, and other applicable Regional Water Board WDRs or NPDES permit requirements. The SSMP should identi$z the officials who will receive immediate notification;
d) Procedures to ensure that appropriate staff and contractor personnel are aware of and follow the Emergency Response Plan and are appropriately trained; e) Procedures to address emergency operations, such as traffic and crowd control and other necessary response activities; and
f) A program to ensure that all reasonable steps are taken to contain and prevent the discharge of untreated and partially treated wastewater to waters of the United States and to minimize or correct any adverse impact on the environment resulting from the SSOs, including such accelerate or additional monitoring as may be necessary to determine the nature and impact of the discharge.

6.2 Emergency Response Plan
The City has a Standard Operating Procedures Protocol form which outlines procedures to follow when responding to an emergency situation. The form provides instructions for operations staff to ensure proper procedures are followed to protect public health and the environment. .@-DuringbusinesshoursanyreportSorcomplaintsofsewerbackupsor overflows are received through City Hall. The information is then forwarded to the Public Works Director
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or Water/Sewer Supervisor. A work order is generated and operations staff is dispatched to evaluate and resolve the situation. The operations staff will contain the spill, fix the problem, clean up and report back to the Water/Sewer Supervisor. After business hours, calls are received through an answering service and forwarded to on-call personnel. The on-call personnel will respond to the call and contact the Public Works DirectorAVater/Sewer Supervisor.

Response - Emergency calls received during and after business hours will be responded to as soon as practicable, usually within one hour. Additional maintenance workers may be dispatched depending on the magnitude of the emergency. Non-emergency calls including odor complaints will be responded to within two hours. Operations staff become the SSO first responders and are responsible for mitigation, documentation, initial reporting and follow-up. The City's policy is to respond to all spills from its system and to take all steps possible to prevent the spills from reaching the storm drains, flood control channels, swales or waters of the State.

In the event of a possible wastewater spill, or when staff is contacted concerning odors, standing water or an overflowing manhole, the following steps shall be taken to verify the report and ensure the safety of the public.

Operations staff obtains the location and any description of the problem, name and phone number of the caller for follow-up information.

Operations staff proceeds to the location to veriff the report and the Sanitary Sewer Overflow (SSO) Report is initiated. See Appendix F Sample forms.

Operations staff shall request appropriate support. Operations staff will keep office staff informed of progress as necessary.

The Water/Sewer Supervisor shall notify the Public Works Director and/or other City representatives as necessary.
. The Water/Sewer Supervisor, or his/her designee, will notify all appropriate public or regulatory agencies as required by the complexity of the spill. . Upon mitigation, containment and clean-up of the spill, the Water/Sewer Supervisor will complete the final spill report(s) to the SWRCB CIWQS database, the RWQCB, State Office of Emergency Services, as needed. The Water/Sewer Supervisor shall certify all CIWQS spill reports. See Appendix F sample forms.

Reporting and Notification - Once the spill has been contained, the problem fixed and/or clean- up completed, the operations worker or on-call personnel will tum in a completed work order and any other required field forms to the Water/Sewer Supervisor who is then responsible for reporting all SSOs to the SWRCB and other appropriate agencies according to the criteria for reporting SSOs.

Impact Mitigation - There are basically three possible types of failures with the City's sewer system:
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l. Minor line blockage due to grease, debris, etc.

2. Major line blockage due to a broken/collapsed line.

3. Lift station failure.

The Emergency Response Plan has instructions to assist personnel in performing an initial evaluation of the overflow/back-up situation, determining the responsible responders (i.e., City, other agency or customer), strategies for clearing blockage, procedures for sampling and method of clean-up. These instructions cover all three of the above listed possible failures.

Training - Safety training meetings are held in accordance with CaI-OSHA and insurance requirements. Additional training is also provided as described in Section 4.5. New hires are required to complete specific training on all equipment they are anticipated to use. This training is documented in their personnel files.

The Operations staff are fully trained to respond and mitigate Category 1,2 or 3 SSO events. The City sees the value in proper training of staff for emergency purposes and intends to provide periodic trainings and encourage staff to attend workshops as they become available.

The City has not established responsibilities for staff members but rather all staff members will be trained in all positions related to basic emergency response. All District office staff called upon to respond will be required to have been trained to provide administrative support. Operations staff will have basic traffic control training and equipment, including safety tape and cones. In the event of an SSO, operations staff can also be contacted to conduct crowd control, if necessary.

6.3 Sanitary Sewer Overflow Volume Estimation
As part of the City's training procedures, all operations staff have been trained to utilize the pick and vent hole volume estimation method, see Appendix F sample forms and charts.

Small SSOs will occur where the wastewater escaping from the manhole is isolated to the pick or vent holes in the cover. Larger SSOs may involve both the discharge from the pick and/or vent holes and the gap between the manhole cover and manhole frame. To estimate an SSO occurring from the manhole pick and vent holes, measure the height of the wastewater plume exiting the holes. Find that height and hole diameter on the manhole pick or vent hole chart to determine the flow rate escaping the pick/vent hole. Multiply the flow rate times the number of holes that are discharging wastewater. Once the total volume (gpm) has been determined, multiply the gpm by the duration of the SSO in minutes. This will result in the total estimated gallons of the SSO.

Accurate flow estimation is essential to determine the volume of a Sanitary Sewer Overflow (SSO). An accurate estimate of an SSO is required for reporting to the California Integrated Water Quality System (CIQWS) and to the local health care agency. The estimated volume of an SSO is used to determine the category of the SSO.
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6.4 SSO Categories
Category L- Discharges of untreated or partially treated wastewater of any volume resulting from an enrollee's sanitary sewer system failure or flow condition that: Reach surface water and/or reach a drainage channel tributary to a surface water; or reach a municipal separate storm sewer system and are not fully captured and returned to the sanitary sewer system or not otherwise captured and disposed of properly. Any volume of wastewater not recovered from the municipal separate storm sewer system is considered to have reached surface water unless the storm-drain system discharges to a dedicated storm water or ground water infiltration basin (e.g., infiltration pit, percolation pond).

Sewage spills equal to or greater than one thousand (1,000) gallons, or which resulted in a discharge to a drainage channel and/or surface water, or a discharge to a storm drainpipe that was not fully captured and returned to the sanitary sewer system.

Categorv 2- Discharges of untreated or partially treated wastewater of 1,000 gallons or greater resulting from an enrollee's sanitary sewer system failure or flow condition that do not reach surface water, a drainage channel, or a municipal separate storm sewer system unless the entire SSO discharged to the storm drain system is fully recovered and disposed of properly.

Category 3- All other discharges of untreated or partially treated wastewater resulting from an enrollee's sanitary sewer system failure or flow condition.

6.5 Reporting Procedures
The City is registered with the SWRCB CIWQS electronic sewage spill reporting system and is routinely utilizing these procedures. A Sanitary Sewer Overflow Report (see Appendix F) is completed for all reportable spills. The information recorded on the Sanitary Sewer Overflow Report is to be entered into CIWQS in accordance with the mandated reporting timelines. Copies of the completed Sanitary Sewer Overflow Reports will be located at the Public Works office.

The following are the reporting procedures for any discharges of sewage that result in a discharge to a drainage channel or a surface water:

The City shall, as soon as possible, but not later than two (2) hours after becoming aware of the discharge, notiff the State Office of Emergency Services, State Water Quality Control Board, Division of Water and the Central Valley Regional Water Quality Control Board.
a
a As soon as possible, but no later than twenty-four Q\ hours after becoming aware of the discharge, the City shall submit to the Central Valley Regional Water Quality Control Board a certification that the State Office of Emergency Services have been notified of the discharge.

Other reporting procedures are as follows
Category 1 SSO - in addition to the requirements above, all SSOs that meet the above criteria for Category I must be reported as soon as: (1) the City has knowledge of the 6-4
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discharge, (2) reporting is possible, and (3) reporting can be provided without substantially impeding cleanup or other emergency measures. Initial reporting of Category I SSOs must be reported to the Online SSO System (CIWQS) as soon as possible but no later than 3 business days after the City is made aware of the SSO and must be certified no later than 15 days after the S.S.O. end date. Minimum information that must be contained in the 3- day report must include all of the information identified in the "SSO Report Contents" section below for a Category 2 SSO, except for Item K. A final certified report must be completed through the CIWQS electronic database, within 15 calendar days of the conclusion of SSO response and remediation, and will include all other information required for a Category I SSO as described in the "SSO Report Contents" section below.

Additional information may be added to the certified report, in the form of an attachment, at any time. These reporting requirements are in addition to, and do not preclude other emergency notification requirements and time frames mandated by other regulatory agencies.

Category 2 SSO - Submit Draft report within 3 business days of becoming aware of the SSO and certiff within 15 calendar days of SSO end date.

Category 3 SSO - Submit Certified report within 30 calendar days of the end of month in which SSO occurred.

All SSOs that meet the criteria for a Category 2 SSO must be reported to the CIWQS electronic database within 3 days after the end of the calendar month in which the SSO occurs (e.g. all SSO's occurring in the month of March must be entered into the database before May 1st).

Private Lateral Sewage Discharge- all sewage discharges that meet the above criteria for Private Lateral Sewage Discharges may be reported the CIWQS at the District's discretion.

If a Private Lateral Sewage Discharge is recorded in the SSO database, the City must identiff the sewage discharge as occurring and caused by a private lateral, and a responsible party (other than the District) should be identified, if known.

If there are no SSO's during a calendar month, the City will provide, within 30 days after the end of each calendar month, a statement through the CIWQS database certiffing that there were no SSO's for the designated month.

6.6 Monitoring and Reporting Plan Requirements
The MRP requires Enrollees to report and monitor a large amount of information related to SSOs.

One of the biggest requirements from the MRP is reporting data into the CIWQS database online.

If possible, the Enrollee may want to organize their reporting forms to match the same data fields and sequence presented in the CIWQS database. This will prevent confusion and ensure all required information is entered into the CIWQS database. Training modules for CIWQS may be available and can be utilized by responders. The MRP has time sensitive requirements depending on the overflow category. For example, if the overflow is a Category 1 SSO greater than or equal to 1,000 gallons, the Enrollee must inform Cal OES as soon as possible, but not later than two (2) hours after the Enrollee has knowledge of the spill, and if notification is possible without substantially impeding cleanup or other emergency measures. These time sensitive requirements may be reflected in the response plans and training documents to ensure all requirements are met. 6-5
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GO f IVITIA }]NGINIXI]I{ING
Section 7 - Fats, Oils and Grease (FOG) Control Program

7.1 Requirements
Each Enrollee shall evaluate its service area to determine whether a FOG control program is needed. If an Enrollee determines that a FOG program is not needed the Enrollee must provide justification as to why it is not needed. If FOG is found to be a problem, the Enrollee must prepare and implement a FOG source control program to reduce the amount of these substances discharged to the sanitary sewer system. This plan shall include the following as appropriate:
a) An implementation plan and schedule for a public education outreach program that promotes proper disposal of FOG:
b) A plan and schedule for the disposal of FOG generated within the sanitary sewer system service area. This may include a list of acceptable disposal facilities and/or additional facilities needed to adequately dispose of FOG generated within a sanitary sewer system service area;
c) The legal authority to prohibit discharges to the system and identify measures to prevent SSOs and blockages caused by FOG;
cl) Requirements to install grease removal devises (such as traps or interceptors), design standards for the removal devices, maintenance requirements, BMP requirements, record keeping and reporting requirements;
e) Authority to inspect grease producing facilities, enforcement authorities, and whether the Enrollee has sufficient staff to inspect and enforce the FOG ordinance; t) An identification of sanitary sewer system sections subject to FOG blockages and establishment of a cleaning maintenance schedule for each section; and g) Development and implementation of source control measures for all sources of FOG discharged to the sanitary sewer system for each section identified in (f) above.

7.2 Fog Control Plan
The City is in the process of implementing a FOG control program which will consist of focused cleaning and maintenance and source control. The following sections discuss the City's FOG control program in more detail as it relates to the requirements listed above. 7-l

GOUVEIA ENGINEERING

7.3 Public Education Outreach Program
The public outreach element of the City's FOG control program will consist of brochures, posters and billing inserts containing information on the proper disposal of fats, oils and grease along with information on the problems and damaged caused by improper disposal. Due to the high population of Spanish speaking residents, the materials will be provided in both English and Spanish.

Additional information may also be added to the website in the near future as funding becomes available. These methods of communication will be discussed in more detail in Section 1 1 .1 .

7.4 Disposal of FOG
This list is provided only as a convenience to assist food establishment that generate FOG as a courtesy and does not imply an endorsement of the serviced provided by any of the listed companies. Food establishments are encouraged to exercise due diligence when hiring a pumping andlor waste hauling contractor. The list is based upon information available at the time and may not include every company offering such services.

Hauler Name
All Valley Environmental
Lend Environmental
Dar Pro Solutions
Contact Information
559-498-8378
8t8-698-4252
855-327 -77 6l

7.5 Legal Authority
The City's municipal code provides the City the authority to prohibit grease disposal into the City's sewer system. Section l5-2.1b states specifically, "It shall be a misdemeanor for any person to discharge waste drainage containing sand, grease, oil or sludge except through a trap or settling box sufficient to prevent the sand, grease, oil or sludge from being carried into the sewer system.

These traps and settling boxes shall be kept clean and in sufficient repair at all times by the owner of the property. It shall be a misdemeanor to disconnect or bypass a trap or settling box so provided in a manner which might cause drainage to be discharged directly into the sewer system and frustrate the purpose of this section in requiring the provision of traps or settling boxes. Where a trap or settling box is provided and so disconnected or bypassed, it shall be presumed that the person or entity discharging the drainage is responsible for the disconnection or bypass. "

7.6 Greaselnterceptors
As stated above, Section 15-2.1of the municipal code does require traps or settling boxes to prevent sand, grease, oil or sludge from being carried into the sewer system. The City is currently reviewing and revising portions of Chapter I5-2 to provide specific applications requiring interceptors and requirements for sizing, installation, cleaning and maintenance of interceptors. A copy of the proposed additions to the municipal code is attached in Appendix D. 7-2

GOUVEIA ENGINEIIRING
The City's Improvement Standards also require grease interceptors be provided for any facility whose operation will result in oil, grease, sand or other solids being discharged into the City's sanitary sewer system. Additionally, interceptors or provisions to install future interceptors must be provided on all commercial/industrial shell buildings. The Improvement Standards also require the interceptors conform to Sections 708 and 71 1 of the Uniform Plumbing Code and be constructed outside the building where they can be easily inspected for proper operation by the City.

7.7 Inspection Authority
Section 15-2.6 of the City's municipal code provides the City authority to inspect all sewage lines or other plumbing which is designed to be connected to the city sewage lines during the course of construction. Section l5-2.L.1 provides the authority for the City to conduct testing on any waste, wastewater, water or other substance being discharged into the City's sewer system for the purpose of determining whether it complies with the applicable requirements, standards and criteria in the City's municipal code or in any other applicable Federal, State or local laws, rules, codes or regulations.

The City is currently reviewing and revising portions of Chapter l5-2 to provide specific requirements for cleaning, maintenance and inspection of interceptors. A copy of the proposed additions to the Municipal Code is attached in Appendix D.

7.8 EnforcementAuthority
Section I5-4 of the City's municipal code states, "Any person committing any act declared by this chapter to be a misdemeanor shall be liable, after conviction, to the penalty state in Chapter I, Section l-5." Section 1-5 of Chapter 1 describes the general penalties, continuing violations and administrative citations and penalties along with the process for issuing, appealing and collecting penalties. Section 1-5.4 provides for abatement of public nuisances. Section 1-5.5.12 provides the authority for the police chief, fire chief and their respective designated deputies, assistants or employees, the public works director and the building inspector to issue administrative citations. A copy of Chapter I of the municipal Code is provided in Appendix C' The City is currently reviewing and revising portions of Chapter l5-2 to provide specific enforcement policies and procedures to enforce regulations as may be necessary for safe, economical and efficient management and protection of the City sewage system, sewage treatment and disposal works. A copy of the proposed additions to the municipal code is attached in Appendix D.

7.9 ldentification of Hot Spots
As a result of complaints or SSOs and the resulting investigations, the City has identified specific sections of the sewer system that are subject to blockages. Occasionally these blockages are caused by FOG. As an area is identified it is added to the schedule for routine cleaning and maintenance, as discussed in Section 4.3 of this plan. This has proven to be an effective method for reducing blockages and subsequent SSOs resulting from FOG. The City will continue to address any new hot spots in the same manner.
7-3

GOUVEIA ENGINIXERING

7.10 Source Control
The City provides educational information to customers as discussed above and in Section Il.2 of this plan, to control FOG at the source. Another method of source control utilized by the City is the identification and regular cleaning and maintenance of hot spots as discussed above.

Presently the City's inspection schedule for grease removal devices is more reactive then proactive with known problem areas receiving more attention. With recent budget cuts and elimination of staff positions, it is difficult to maintain a routine proactive inspection schedule. As funding becomes available, the City will pursue the implementation of a more defined inspection schedule of grease generating facilities.

Inspections of all grease removal devices are also inspected initially during the construction process.

7.ll Public Outreach
Residential outreach is also an important element for reducing the amount of FOG entering the collection system. While requiring residential grease traps and interceptors is not feasible, education is possible.

The City is currently developing a flyer that contains multiple topics including proper disposal of grease.

This flyer will be evaluated and modified based upon the needs of the City. The City's flyer development and distribution will occur as an ongoing process, as needed. The goal of the City regarding residential outreach is to distribute "door-hanger" flyers to High Maintenance Areas (HMA's) and distribute a general flyer in sewer bills once every 24 months, or sooner if needed.

Flyers intended for utility bill distribution will involve multiple topics in addition to FOG in order to provide public education in an economically-feasible manner. For example, a flyer may incorporate FOG information in addition to proper disposal methods for pharmaceuticals. 7-4
GOI;VEIA IXNGINEIXRING
Section 8 System Evaluation and Capacity
Assurance Plan

8.1 Requirements
The Enrollee shall prepare and implement a capital improvement plan that will provide hydraulic capacity of key sanitary sewer system elements for dry weather peak flow conditions as well as the appropriate design storm or wet weather event. At a minimum the plan must include:
a) Evaluation: Actions needed to evaluate those portions of the sanitary sewer system that are experiencing or contributing to an SSO discharge caused by hydraulic deficiency.

The evaluation must provide estimates of peak flOws (including flows from SSOs that escape the system) associated with conditions similar to those causing overflow events estimates of the capacity of key system components, hydraulic deficiencies (including components of the system with limiting capacity) and the major sources that contribute to the peak flows associated with overflow events.
b) Design Criteria: Where design criteria do not exist or are deficient. undertake the evaluation identified in (a) above to establish appropriate design criteria; and c) Capacity Enhancement Measures: The steps needed to establish a short and long term CIP to address identified hydraulic deficiencies, including prioritization, alternatives analysis, and schedules. The CIP may include increases in pipe size, III reduction, increases and redundancy in pumping capacity, and storage facilities. The CIP shall include an implementation schedule and shall identi$ sources of funding. d) Schedule: The Enrollee shall develop a schedule of completion dates for all portions of the capital improvement program developed in (a) -(c) above. This schedule shall be reviewed and updated consistent with the SSMP review and update requirements.

8.2 Capacity Evaluation
The Sanitary Sewer Collection System Master Plan (Master Plan) was prepared for the City of Firebaugh (City) to assess the City's sanitary sewer collection system, provide guidance to the City on mitigating existing system deficiencies and make recommendations on how to provide additional capacity to accommodate future development as identified in the 2030 Firebaugh General Plan Update (General Plan) prepared in 2006.

Specific objectives of the Master Plan include:

Evaluate existing system capacity.

Identify and make capital improvements and recommendations to mitigate identified a
a
8-1
GO f ;VItrIA I'N(}INT]}TRIN(}
o
existing deficiencies.

Identify capital improvements needed to meet future development consistent with the General Plan.

The City does not experience increased peak flow conditions during wet weather. This is substantiated by the influent records kept at the wastewater treatment plant. The following table shows the influent daily average by month for the period of October 2021 through October 2022.

Table 8-1 Influent Daily Average by Month
The following areas were noted and identified in the 2006 Master Sewer Plan as either experiencing pipe surcharging and/or the sewer lines as being undersized. The City was experiencing periodic SSOs in the areas below and listed in the 2010 SSMP:
"P" Street between Clyde Fannon Road and Yip Street
Mendoza Street
Allardt Street
"M" Street from Fifteenth Street to Eighth Street
The area most affected by SSOs were the "P" Street, Mendoza Street and Allardt Street area. This area is at the upstream end of a sewer collecting branch where pipelines are very shallow and apparently undersized. In addition, excessive disposal of cooking oils in these lines contributes to the system overflowing approximately 10 times per year.

The "M" Street area has a similar but less pronounced problem, with SSOs occurring approximately 3 times per year.
a
a
a
Month Million Gallons/Dav
October 2021 0.587
November 2021 0.557
December'2021 0.557
Month M{llion GallonslDav
lanuary 2022 0.548
Februarv 2022 0.487
March2022 0.527
Apr1l2022 0.555
Mav 2022 0.533
hne2022 0.558
Iulv 2022 0.558
Ausust2022 0.558
Sentember 2022 0.581
October 2022 o.554
8-2
GO I]VEIA I'NGINICI]RING
Since the development of the 2010 SSMP the City has completed recommended Capital Improvement Projects that were identified in the Sewer Master Plan to alleviate pipe surcharging and increase line capacity, The SSO issues the City was experiencing on "P" Street, Mendoza Street and Allardt Street have been remedied by the completion of the recommended projects in the Sewer Master Plan.

Another area of concern is the 6 inch sewer line that serves the Rebecci Trailer Court off of Highway

33. The City frequently responds to collection line blockages in this area. City staff will investigate by using CCTV equipment while working conjunctively with the Engineering Department.

8.3 Design Criteria
The City's Standard Specifications provide design criteria for new construction of sewer facilities including design flow rates, peaking factors, pipe material, minimum pipe size and minimum slopes for various pipe sizes. Minimum slopes are intended to provide velocities of not less than 2.0 feet per second when flowing full based on Manning's equation utilizing an "n" value of 0.013.

To the extent possible, the design criteria established by the Standard Specifications is utilized for replacement of existing sewer facilities. The City does not have specific design criteria for replacement or repair of existing sewer facilities. Each repair or replacement project will be evaluated individually to determine the best design to handle design flow rates as specified in the Standard Specifications.

8.4 Capacity Enhancement Measures and Schedule
The sewer system evaluation identified modifications that when implemented should essentially resolve all capacity issues. Many of the recommendations have been completed to date, while some projects will take place as funding opportunities arise others will take place as the City sees new development.

Currently the City has starled a Sewer Line Replacement Project on the line between 8th and 9th Street and between "N" Street and "O" Street. This project will upsize the sewer line from 6 inch to 8 inch increasing flow capacity. Two new manholes will replace existing failing manholes.

8.5 Monitoring and Reporting Plan Requirements
All changes to this Element of the SSMP and all sections must be recorded along with the date and person responsible for the changes on the SSMP Change Log (MRP section E.3.) attached and person responsible for the changes on the SSMP Change Log (MRP section E.3.) attached as an appendix to the SSMP.
8-3
(}O UVEIA IIN GINI]I]RING
Section 9 - Monitoring, Measurement, and Program
Modifications

9.1 Requirements
The Enrollee shall:
a) Maintain relevant information that can be used to establish and prioritize appropriate SSMP activities;
b) Monitor the implementation and, where appropriate, measure the effectiveness of each element of the SSMP;
c) Assess the success of the preventive maintenance program; d) Update program elements, as appropriate, based on monitoring or performance evaluations; and
e) Identify and illustrate SSO trends, including: frequency, location, and volume.

9.2 Monitoring and Measuring
The City currently monitors the following items through regular written reports:
o Number, cause and locations of blockages.
o Number and location of blockages due to FOG.
. Number, cause, location and volume of SSOs.
o Number and location of SSOs due to FOG.
o Total number and volume of SSOs.
o Number of mainline blockages.
o Response time. Responding crew, arrival time and completion time o Date, length of pipe cleaned and debris found.
o Number and cause of pump station failures.
9-1
GO T,-VEIA IXNGINI]ERING

9.3 SSMP Modifications
The SSMP will need to be updated periodically to maintain current information and adjust the specific programs as necessary. The Public Works Director will review the above listed information at least annually to assess the effectiveness of the various elements of the SSMP. Significant information, such as contact numbers, names, chain of communication, etc. will be updated as required. The annual assessments or audits will be utilized to determine whether additional changes need to be made to the SSMP.

Every five years the plan will be thoroughly reviewed and updated, taking into account the annual assessments, as required by the SWRCB.

9.4 Monitoring and Reporting Plan Requirements
The September 2013 MRP added an additional requirement related to the program modifications issue. The 2013 MRP states: "Records documenting all changes made to the SSMP since its last certification indicating when a subsection(s) of the SSMP was changed and/or updated and who authorized the change or update. These records shall be attached to the SSMP." These changes may relate to the results of the system's performance evaluation. Other changes may be enacted by an Enrollee after an SSMP audit is performed. The changes are to be documented, whenever they are made, as described in the MRP. An Enrollee may easily keep these actions and changes documented through the use of a simple "Change Log" that may provide a brief description and date of any SSMP changes, as an appendix to the SSMP. 9-2

GOIIVEIA ENGINEERING
Section 10 - Program Audits

10.1 Requirements
As part of the SSMP, the Enrollee shall conduct periodic internal audits, appropriate to the size of the system and the number of SSOs. At a minimum, these audits must occur every two years and a report must be prepared and kept on file. This audit shall focus on evaluating the effectiveness of the SSMP and the Enrollee's compliance with the SSMP requirements identified in this plan, including identification of any deficiencies in the SSMP and steps to correct them.

10.2 SSMP Audits
The Public Works Director will work with the Engineering department to conduct required audit of the SSMP at least every two years as required by the SWRCB. As a result of these audits a report will be prepared detailing the progress, success and deficiencies of the SSMP including:
o Progress on development of SSMP elements,
o Review of annual assessments (Section 9.3),
o Effectiveness of implementing SSMP elements,
o Description of improvements made to the sewer system in the past two years, o Description of planned improvements to the sewer system for the upcoming two years with a proposed schedule for implementation.

A copy of the completed audit will be kept on file with the SSMP as required by the SWRCB. 10-1
GOIiVEIA EN(}INIXERING
Section 11 - Communication Program

11.1 Requirements
The enrollee shall communicate on a regular basis with the public on the development, implementation, and performance of its SSMP. The communication system shall provide the public the opportunity to provide input to the Enrollee as the program is developed and implemented.

The Enrollee shall also create a plan of communication with systems that are tributary and/or satellite to the Enrollee's sanitary sewer system.

11..2 Communication with Public
The City informs the public of City activities through a number of different media. The home page of the City's (www.ci.firebaugh.ca.us) website will be modified in the near future so that it provides links to the various departments of the City. The City's website will be an effective communication tool for reaching the community with tips for reducing blockages, clean-up of outdoor spills and proper disposal of clean-up materials, grease and oil and household chemicals.

The City's website will be regularly updated to provide information on the development, implementation and performance of their SSMP. The opportunity for public input will be available through contact information provided on the site.

Other communication tools utilized by the City include periodic notices sent with the utility bills, poster and brochures available at City Hall and mailed to residents as necessary, or personal contact when appropriate.

The completed SSMP will be approved by the City Council during a public city council meeting.

Copies of the SSMP will be available at the Public Works Department.

11.3 CommunicationwithStakeholders
Additional communications with stakeholders such as developers, restaurant owners and users with the potential for large discharges is provided through the City's Standard Specifications, general correspondence and inspections.
ll.4 Communication with Satellite Systems
The only satellite sewer system discharging to the City's system is the East Side Acres area located East of the San Joaquin River and East of the City. This small system discharges directly to the wastewater treatment plant through a force main and dos not impact the City's sewer collection system.
tL-7
GOI]VEIA ENGINEERING
Section 12 - SSMP Completion and Certification
l2.l Requirements
Both the SSMP and the Enrollee's program to implement the SSMP must be certified by the Enrollee to be in compliance with the requirements set forth above and must be presented to the Enrollee's governing board for approval at a public meeting. The Enrollee shall certify that the SSMP, and subparts thereof, are in compliance with the general WDRs within the time frames identified in the time schedule provided in the Introduction.

In order to complete this certification, the Enrollee's authorized representative must complete the certification portion in the Online SSO Database Questionnaire by checking the appropriate milestone box, printing and signing the automated form, and sending the form to the State Water Board.

12.2 Completion and Approval
The completed SSMP was presented to the City Council for approval at a public hearing on May 03, 2010. After the review period, the City Council approved the completed plan as fully implemented and in compliance with the terms of the general waste discharge requirements on May 03, 2010 by Resolution No. l0-15.

12.3 Certification
The SSMP was certified through the certification portion in the Online SSO Database Questionnaire. The form was then printed and signed by the authorized representative and mailed to the State Water Board. Copies of resolutions and certification forms are contained in Appendix E.
12-1
Appendix A

STATE WATER RESOURCES CONTROL BOARD
oRDER NO. 2006-0003-DWQ

STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS
FOR

SANITARY SEWER SYSTEMS
The State Water Resources Control Board, hereinafter referred to as "State Water Board", finds that:

1. All federal and state agencies, municipalities, counties, districts, and other public entities that own or operate sanitary sewer systems greater than one mile in length that collect and/or convey untreated or partially treated wastewater to a publicly owned treatment facility in the State of California are required to comply with the terms of this Order. Such entities are hereinafter referred to as "Enrollees".

2. Sanitary sewer overflows (SSOs) are overflows from sanitary sewer systems of domestic wastewater, as well as industrial and commercial wastewater, depending on the pattern of land uses in the area served by the sanitary sewer system. SSOs often contain high levels of suspended solids, pathogenic organisms, toxic pollutants, nutrients, oxygen-demanding organic compounds, oil and grease and other pollutants. SSOs may cause a public nuisance, particularly when raw untreated wastewater is discharged to areas with high public exposure, such as streets or surface waters used for drinking, fishing, or body contact recreation. SSOs may pollute surface or ground waters, threaten public health, adversely affect aquatic life, and impair the recreational use and aesthetic enjoyment of surface waters.

3. Sanitary sewer systems experience periodic failures resulting in discharges that may affect waters of the state. There are many factors (including factors related to geology, design, construction methods and materials, age of the system, population growth, and system operation and maintenance), which affect the likelihood of an SSO. A proactive approach that requires Enrollees to ensure a system-wide operation, maintenance, and management plan is in place will reduce the number and frequency of SSOs within the state. This approach will in turn decrease the risk to human health and the environment caused by SSOs.

4. Major causes of SSOs include: grease blockages, root blockages, sewer line flood damage, manhole structure failures, vandalism, pump station mechanical failures, power outages, excessive storm or ground water inflowiinfiltration, debris blockages, sanitary sewer system age and construction material failures, lack of proper operation and maintenance, insufficient capacity and contractorcaused damages. Many SSOs are preventable with adequate and appropriate facilities, source control measures and operation and maintenance of the sanitary sewer system.

Sfafe Water Resources Control Board Order No.2006-0003-DWQ Statewide General WDR For Wastewater Collection Agencies

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5/2/06

SEWER SYSTEM MENT PLANS

5. To facilitate proper funding and management of sanitary sewer systems, each Enrollee must develop and implement a system-specific Sewer System Management Plan (SSMP). To be effective, SSMPs must include provisions to provide proper and efficient management, operation, and maintenance of sanitary sewer systems, while taking into consideration risk management and cost benefit analysis. Additionally, an SSMP must contain a spill response plan that establishes standard procedures for immediate response to an SSO in a manner designed to minimize water quality impacts and potential nuisance conditions.

6. Many local public agencies in California have already developed SSMPs and implemented measures to reduce SSOs. These entities can build upon their existing efforts to establish a comprehensive SSMP consistent with this Order.

Others, however, still require technical assistance and, in some cases, funding to improve sanitary sewer system operation and maintenance in order to reduce SSOs.

7. SSMP certification by technically qualified and experienced persons can provide a useful and cost-effective means for ensuring that SSMPs are developed and implemented appropriately.

8. lt is the State Water Board's intent to gather additional information on the causes and sources of SSOs to augment existing information and to determine the full extent of SSOs and consequent public health andior environmental impacts occurring in the State.

L Both uniform SSO reporting and a centralized statewide electronic database are needed to collect information to allow the State Water Board and Regional Water Quality Control Boards (Regional Water Boards) to effectively analyze the extent of SSOs statewide and their potential impacts on beneficial uses and public health. The monitoring and reporting program required by this Order and the attached Monitoring and Reporting Program No.2006-0003-DWQ, are necessary to assure compliance with these waste discharge requirements (WDRs).

10.Information regarding SSOs must be provided to Regional Water Boards and other regulatory agencies in a timely manner and be made available to the public in a complete, concise, and timely fashion.

11. Some Regional Water Boards have issued WDRs or WDRs that serve as National Pollution Discharge Elimination System (NPDES) permits to sanitary sewer system owners/operators within their jurisdictions. This Order establishes minimum requirements to prevent SSOs. Although it is the State Water Board's intent that this Order be the primary regulatory mechanism for sanitary sewer systems statewide, Regional Water Boards may issue more stringent or more Sfafe Water Resources Control Board Order No.2006-0003'DWQ Statewide General WDR For Wastewater Collection Agencies

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prescriptive WDRs for sanitary sewer systems. Upon issuance or reissuance of a Regional Water Board's WDRs for a system subject to this Order, the Regional Water Board shall coordinate its requirements with stated requirements within this Order, to identify requirements that are more stringent, to remove requirements that are less stringent than this Order, and to provide consistency in reporting.

REG U LATORY CONSIDERATIONS

12. Calilornia Water Code section 13263 provides that the State Water Board may prescribe general WDRs for a category of discharges if the State Water Board finds or determines that:
. The discharges are produced by the same or similar operations; . The discharges involve the same or similar types of waste; . The discharges require the same or similar treatment standards; and . The discharges are more appropriately regulated under general discharge requirements than individual discharge requirements.

This Order establishes requirements for a class of operations, facilities, and discharges that are similar throughout the state.

13. The issuance of general WDRs to the Enrollees will:
a) Reduce the administrative burden of issuing individual WDRs to each Enrollee'
b) Provide ior a unified statewide approach for the reporting and database tracking of SSOs;
c) Establish consistent and uniform requirements for SSMP development and implementation;
d) Provide statewide consistency in reporting; and
e) Facilitate consistent enforcement for violations.

14.The beneficial uses of surface waters that can be impaired by SSOs include, but are not limited to, aquatic life, drinking water supply, body contact and noncontact recreation, and aesthetics. The beneficial uses of ground water that can be impaired include, but are not limited to, drinking water and agricultural supply.

Surface and ground waters throughout the state support these uses to varying degrees.

15. The implementation of requirements set forth in this Order will ensure the reasonable protection of past, present, and probable future beneficial uses of water and the prevention of nuisance. The requirements implement the water quality control plans (Basin Plans) for each region and take into account the environmental characteristics of hydrographic units within the state. Additionally, the State Water Board has considered water quality conditions that could reasonably be achieved through the coordinated control of all factors that affect Sfafe Water Resources Control Board Order No. 2006-0003-DWQ Statewide General WDR For Wastewater Collection Agencies

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water quality in the area, costs associated with compliance with these requirements, the need for developing housing within California, and the need to develop and use recycled water.

16. The Federal Clean Water Act largely prohibits any discharge of pollutants from a point source to waters of the United States except as authorized under an NPDES permit. ln general, any point source discharge of sewage effluent to waters of the United States must comply with technology-based, secondary treatment standards , al a minimum, and any more stringent requirements necessary to meet applicable water quality standards and other requirements.

Hence, the unpermitted discharge of wastewater from a sanitary sewer system to waters of the United States is illegal under the Clean Water Act. ln addition, many Basin Plans adopted by the Regional Water Boards contain discharge prohibitions that apply to the discharge of untreated or partially treated wastewater. Finally, the California Water Code generally prohibits the discharge of waste to land prior to the filing of any required report of waste discharge and the subsequent issuance of either WDRs or a waiver of WDRs. lT.California Water Code section 13263 requires a water board to, after any necessary hearing, prescribe requirements as to the nature of any proposed discharge, existing discharge, or material change in an existing discharge. The requirements shall, among other things, take into consideration the need to prevent nuisance.

18. California Water Code section 13050, subdivision (m), defines nuisance as anything which meets all of the following requirements:
a. ls injurious to health, or is indecent or offensive to the senses, or an obstruction to the free use of property, so as to interfere with the comfortable enjoyment of life or property.
b. Affects at the same time an entire community or neighborhood, or any considerable number of persons, although the extent of the annoyance or damage inflicted upon individuals may be unequal.
c. Occurs during, or as a result of, the treatment or disposal of wastes. 1 9. This Order is consistent with State Water Board Resolution No. 68-16 (Statement of Policy with Respect to Maintaining High Quality of Waters in California) in that the Order imposes conditions to prevent impacts to water quality, does not allow the degradation of water quality, will not unreasonably affect beneficial uses of water, and will not result in water quality less than prescribed in State Water Board or Regional Water Board plans and policies.

20. The action to adopt this General Order is exempt from the California Environmental Quality Act (Public Resources Code 521000 et seq.) because it is an action taken by a regulatory agency to assure the protection of the environment and the regulatory process involves procedures for protection of the environment. (Cal. Code Regs., lit. 14, 515308). ln addition, the action to adopt Sfafe Water Resources Control Board Order No. 2006-0003-DWQ Statewide General WDR For Wastewater Collection Agencies

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this Order is exempt from CEQA pursuant to Cal.Code Regs., title 14, $15301 to the extent that it applies to existing sanitary sewer collection systems that constitute "existing facilities" as that term is used in Section 15301 , and $15302, to the extent that it results in the repair or replacement of existing systems involving negligible or no expansion of capacity.

21.The Fact Sheet, which is incorporated by reference in the Order, contains supplemental information that was also considered in establishing these requirements.

22.The State Water Board has notified all affected public agencies and all known interested persons of the intent to prescribe general WDRs that require Enrollees to develop SSMPs and to report all SSOs.

23.The State Water Board conducted a public hearing on February 8, 2006, to receive oral and written comments on the draft order. The State Water Board received and considered, at its May 2,2006, meeting, additional public comments on substantial changes made to the proposed general WDRs following the February 8, 2006, public hearing. The State Water Board has considered all comments pertaining to the proposed general WDRs. lT lS HEREBY ORDERED, that pursuant to California Water Code section 13263, the Enrollees, their agents, successors, and assigns, in order to meet the provisions contained in Division 7 of the California Water Code and regulations adopted hereunder, shall comply with the following:

A. DEFINITIONS

1. Sanitary sewer overflow (SSO) - Any overflow, spill, release, discharge or diversion of untreated or partially treated wastewater from a sanitary sewer system. SSOs include:
(i) Overflows or releases of untreated or partially treated wastewater that reach waters of the United States;
(ii) Overflows or releases of untreated or partially treated wastewater that do not reach waters of the United States; and
(iii) Wastewater backups into buildings and on private property that are caused by blockages or flow conditions within the publicly owned portion of a sanitary sewer system.

2. Sanitary sewer system - Any system of pipes, pump stations, sewer lines, or other conveyances, upstream of a wastewater treatment plant headworks used to collect and convey wastewater to the publicly owned treatment facility.

Temporary storage and conveyance facilities (such as vaults, temporary piping, construction trenches, wet wells, impoundments, tanks, etc.) are considered to be part of the sanitary sewer system, and discharges into these temporary storage facilities are not considered to be SSOs.

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For purposes of this Order, sanitary sewer systems include only those systems owned by public agencies that are comprised of more than one mile of pipes or sewer lines.

3. Enrollee - A federal or state agency, municipality, county, district, and other public entity that owns or operates a sanitary sewer system, as defined in the general WDRs, and that has submitted a complete and approved application for coverage under this Order.

4. SSO Reporting System - Online spill reporting system that is hosted, controlled, and maintained by the State Water Board. The web address for this site is http://ciwqs.waterboards.ca.gov. This online database is maintained on a secure site and is controlled by unique usernames and passwords.

5. Untreated or partially treated wastewater - Any volume of waste discharged from the sanitary sewer system upstream of a wastewater treatment plant headworks.

6. Satellite collection system - The portion, if any, of a sanitary sewer system owned or operated by a different public agency than the agency that owns and operates the wastewater treatment facility to which the sanitary sewer system is tributary.
7 . Nuisance - California Water Code section 13050, subdivision (m), defines nuisance as anything which meets all of the following requirements:
a. ls injurious to health, or is indecent or offensive to the senses, or an obstruction to the free use of property, so as to interfere with the comfortable enjoyment of life or property.
b. Affects at the same time an entire community or neighborhood, or any considerable number of persons, although the extent of the annoyance or damage inflicted upon individuals may be unequal.
c. Occurs during, or as a result of, the treatment or disposal of wastes.

B. APPLICATION REQUIREMENTS

1. Deadlines for Application - All public agencies that currently own or operate sanitary sewer systems within the State of California must apply for coverage under the general WDRs within six (6) months of the date of adoption of the general WDRs. Additionally, public agencies that acquire or assume responsibility for operating sanitary sewer systems after the date of adoption of this Order must apply for coverage under the general WDRs at least three (3) months prior to operation of those facilities.

2. Applications under the general WDRs - ln order to apply for coverage pursuant to the general WDRs, a legally authorized representative for each agency must submit a complete application package. Within sixty (60) days of adoption of the general WDRs, State Water Board staff will send specific instructions on how to Sfafe Water Resources Control Board Order No. 2006-0003-DWQ Statewide General WDR For Wastewater Collection Agencies apply for coverage under the general WDRs to all known public agencies that own sanitary sewer systems. Agencies that do not receive notice may obtain applications and instructions online on the Water Board's website.

3. Coverage under the general WDRs - Permit coverage will be in effect once a complete application package has been submitted and approved by the State Water Board's Division of Water Quality.

C. PROHIBITIONS

1. Any SSO that results in a discharge of untreated or partially treated wastewater to waters of the United States is prohibited.

2. Any SSO that results in a discharge of untreated or partially treated wastewater that creates a nuisance as defined in California Water Code Section 13050(m) is prohibited.

D. PROVISIONS

1. The Enrollee must comply with all conditions of this Order. Any noncompliance with this Order constitutes a violation of the California Water Code and is grounds for enforcement action.

2. lt is the intent of the State Water Board that sanitary sewer systems be regulated in a manner consistent with the general WDRs. Nothing in the general WDRs shall be:
(i) lnterpreted or applied in a manner inconsistent with the Federal Clean Water Act, or supersede a more specific or more stringent state or federal requirement in an existing permit, regulation, or administrative/judicial order or Consent Decree;
(ii) lnterpreted or applied to authorize an SSO that is illegal under either the Clean Water Act, an applicable Basin Plan prohibition or water quality standard, or the California Water Code;
(iii) lnterpreted or applied to prohibit a Regional Water Board from issuing an individual NPDES permit or WDR, superseding this general WDR, for a sanitary sewer system, authorized under the Clean Water Act or California Water Code; or
(iv) lnterpreted or applied to supersede any more specific or more stringent WDRs or enforcement order issued by a Regional Water Board'

3. The Enrollee shall take all feasible steps to eliminate SSOs. ln the event that an SSO does occur, the Enrollee shall take all feasible steps to contain and mitigate the impacts of an SSO.

4. ln the event of an SSO, the Enrollee shall take all feasible steps to prevent untreated or partially treated wastewater from discharging from storm drains into

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Sfafe Water Resources Control Board Order No. 2006-0003-DWQ Statewide General WDR For Wastewater Collection Agencies flood control channels or waters of the United States by blocking the storm drainage system and by removing the wastewater from the storm drains.

5. All SSOs must be reported in accordance with Section G of the general WDRs.

6. tn any enforcement action, the State and/or Regional Water Boards will consider the appropriate factors under the duly adopted State Water Board Enforcement Policy. And, consistent with the Enforcement Policy, the State andior Regional Water Boards must consider the Enrollee's efforts to contain, control, and mitigate SSOs when considering the California Water Code Section 13327 factors. ln assessing these factors, the State and/or Regional Water Boards will also consider whether:
(i) The Enrollee has complied with the requirements of this Order, including requirements for reporting and developing and implementing a SSMP; (ii) The Enrollee can identify the cause or likely cause of the discharge event; (iii)There were no feasible alternatives to the discharge, such as temporary storage or retention of untreated wastewater, reduction of inflow and infiltration, use of adequate backup equipment, collecting and hauling of untreated wastewater to a treatment facility, or an increase in the capacity of the system as necessary to contain the design storm event identified in the SSMP. lt is inappropriate to consider the lack of feasible alternatives, if the Enrollee does not implement a periodic or continuing process to identify and correct problems.
(iv)The discharge was exceptional, unintentional, temporary, and caused by factors beyond the reasonable control of the Enrollee;
(v) The discharge could have been prevented by the exercise of reasonable control described in a certified SSMP for:
. Proper management, operation and maintenance;
. Adequate treatment facilities, sanitary sewer system facilities, and/or components with an appropriate design capacity, to reasonably prevent SSOs (e.9., adequately enlarging treatment or collection facilities to accommodate growth, infiltration and inflow (l/l), etc.);
. Preventive maintenance (including cleaning and fats, oils, and grease (FOG) control);
. lnstallation of adequate backup equipment; and
. lnflow and infiltration prevention and control to the extent practicable.
(vi)The sanitary sewer system design capacity is appropriate to reasonably prevent SSOs.

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Sfafe Water Resources Control Board Order No.2006'0003-DWQ Statewide General WDR For Wastewater Collection Agencies (vii) The Enrollee took all reasonable steps to stop and mitigate the impact of the discharge as soon as Possible.

7. When a sanitary sewer overflow occurs, the Enrollee shall take all feasible steps and necessary remedial actions to 1) control or limit the volume of untreated or partially treated wastewater discharged, 2) terminate the discharge, and 3) recover as much of the wastewater discharged as possible for proper disposal, including any wash down water.

The Enrollee shall implement all remedial actions to the extent they may be applicable to the discharge and not inconsistent with an emergency response plan, including the following:
(i) lnterception and rerouting of untreated or partially treated wastewater flows around the wastewater line failure;
(ii) Vacuum truck recovery of sanitary Sewer overflows and wash down water;
(iii) Cleanup of debris at the overflow site;
(iv) System modifications to prevent another SSO at the same location; (v) Adequate sampling to determine the nature and impact of the release; and
(vi) Adequate public notification to protect the public from exposure to the SSO.

8. The Enrollee shall properly, manage, operate, and maintain all parts of the sanitary sewer system owned or operated by the Enrollee, and shall ensure that the system operators (including employees, contractors, or other agents) are adequately trained and possess adequate knowledge, skills, and abilities.

9. The Enrollee shall allocate adequate resources for the operation, maintenance, and repair of its sanitary sewer system, by establishing a proper rate structure, accounting mechanisms, and auditing procedures to ensure an adequate measure of revenues and expenditures. These procedures must be in compliance with applicable laws and regulations and comply with generally acceptable accounting practices.

10. The Enrollee shall provide adequate capacity to convey base flows and peak flows, including flows related to wet weather events. Capacity shall meet or exceed the design criteria as defined in the Enrollee's System Evaluation and Capacity Assurance Plan for all parts of the sanitary sewer system owned or operated by the Enrollee.

11.The Enrollee shall develop and implement a written Sewer System Management Plan (SSMP) and make it available to the State and/or Regional Water Board upon request. A copy of this document must be publicly available at the Enrollee's office and/or available on the lnternet. This SSMP must be approved by the Enrollee's governing board at a public meeting.

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Sfafe Water Resources Control Board Order No. 2006-0003-DWQ Page 10 of 20 Statewide GeneralWDR For Wastewater Collection Agencies 5/2/06

12.1n accordance with the California Business and Professions Code sections 6735, 7835, and 7835.1, all engineering and geologic evaluations and judgments shall be performed by or under the direction of registered professionals competent and proficient in the fields pertinent to the required activities. Specific elements of the SSMP that require professional evaluation and judgments shall be prepared by or under the direction of appropriately qualified professionals, and shall bear the professional(s)' signature and stamp.

13. The mandatory elements of the SSMP are specified below. However, if the Enrollee believes that any element of this section is not appropriate or applicable to the Enrollee's sanitary sewer system, the SSMP program does not need to address that element. The Enrollee must justify why that element is not applicable. The SSMP must be approved by the deadlines listed in the SSMP Time Schedule below.

Sewer System Management Plan (SSMP)
(i) Goal: The goal of the SSMP is to provide a plan and schedule to properly manage, operate, and maintain all parts of the sanitary sewer system.

This will help reduce and prevent SSOs, as well as mitigate any SSOs that do occur.
(ii) Organization: The SSMP must identify:
(a) The name of the responsible or authorized representative as described in Section J of this Order.
(b) The names and telephone numbers for management,
administrative, and maintenance positions responsible for implementing specific measures in the SSMP program. The SSMP must identify lines of authority through an organization chart or similar document with a narrative explanation; and
(c) The chain of communication for reporting SSOs, from receipt of a complaint or other information, including the person responsible for reporting SSOs to the State and Regional Water Board and other agencies if applicable (such as County Health Officer, County Environmental Health Agency, Regional Water Board, and/or State Office of Emergency Services (OES)).
(iii) Legal Authority: Each Enrollee must demonstrate, through sanitary sewer system use ordinances, service agreements, or other legally binding procedures, that it possesses the necessary legal authority to (a) Prevent illicit discharges into its sanitary sewer system (examples may include l/1, stormwater, chemical dumping, unauthorized debris and cut roots, etc.);
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(b) Require that sewers and connections be properly designed and constructed;
(c) Ensure access for maintenance, inspection, or repairs for portions of the lateral owned or maintained by the Public Agency;
(d) Limit the discharge of fats, oils, and grease and other debris that may cause blockages, and
(e) Enforce any violation of its sewer ordinances
(iv) Operation and Maintenance Program. The SSMP must include those elements listed below that are appropriate and applicable to the Enrollee's system:
(a) Maintain an up-to-date map of the sanitary sewer system, showing all gravity line segments and manholes, pumping facilities, pressure pipes and valves, and applicable stormwater conveyance facil ities;
(b) Describe routine preventive operation and maintenance activities by staff and contractors, including a system for scheduling regular maintenance and cleaning of the sanitary sewer system with more frequent cleaning and maintenance targeted at known problem areas. The Preventative Maintenance (PM) program should have a system to document scheduled and conducted activities, such as work orders;
(c) Develop a rehabilitation and replacement plan to identify and prioritize system deficiencies and implement short-term and longterm rehabilitation actions to address each deficiency. The program should include regular visual and TV inspections of manholes and sewer pipes, and a system for ranking the
condition of sewer pipes and scheduling rehabilitation. 'Rehabilitation and replacement should focus on sewer pipes that are at risk of collapse or prone to more frequent blockages due to pipe defects. Finally, the rehabilitation and replacement plan should include a capital improvement plan that addresses proper management and protection of the infrastructure assets. The plan shall include a time schedule for implementing the short- and long-term plans plus a schedule for developing the funds needed for the capital improvement plan;
(d) Provide training on a regular basis for staff in sanitary sewer system operations and maintenance, and require contractors to be appropriately trained; and
Sfafe Water Resources Control Board Order No.2006-0003-DWQ Page 12 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 (e) Provide equipment and replacement part inventories, including identification of critical replacement parts.
(v) Design and Performance Provisions:
(a) Design and construction standards and specifications for the installation of new sanitary sewer systems, pump stations and other appurtenances; and for the rehabilitation and repair of existing sanitary sewer systems; and
(b) Procedures and standards for inspecting and testing the installation of new sewers, pumps, and other appurtenances and for
rehabilitation and repair projects.
(vi) Overflow Emergency Response Plan - Each Enrollee shall develop and implement an overflow emergency response plan that identifies measures to protect public health and the environment. At a minimum, this plan must include the following:
(a) Proper notification procedures so that the primary responders and regulatory agencies are informed of all SSOs in a timely manner; (b) A program to ensure an appropriate response to all overflows; (c) Procedures to ensure prompt notification to appropriate regulatory agencies and other potentially affected entities (e.9. health agencies, Regional Water Boards, water suppliers, etc.) of all SSOs that potentially affect public health or reach the waters of the State in accordance with the MRP. All SSOs shall be reported in accordance with this MRP, the California Water Code, other State Law, and other applicable Regional Water Board WDRs or NPDES permit requirements. The SSMP should identify the officials who will receive immediate notification;
(d) Procedures to ensure that appropriate staff and contractor personnel are aware of and follow the Emergency Response Plan and are appropriately trained;
(e) Procedures to address emergency operations, such as traffic and crowd control and other necessary response activities; and (f) A program to ensure that all reasonable steps are taken to contain and prevent the discharge of untreated and partially treated wastewater to waters of the United States and to minimize or correct any adverse impact on the environment resulting from the SSOs, including such accelerated or additional monitoring as may be necessary to determine the nature and impact of the discharge Sfafe Water Resources Control Board Order No. 2006-0003-DWQ Page 13 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 (vii) FOG Control Program: Each Enrollee shall evaluate its service area to determine whether a FOG control program is needed. lf an Enrollee determines that a FOG program is not needed, the Enrollee must provide justification for why it is not needed. lf FOG is found to be a problem, the Enrollee must prepare and implement a FOG source control program to reduce the amount of these substances discharged to the sanitary sewer system. This plan shall include the following as appropriate:
(a)An implementation plan and schedule for a public education outreach program that promotes proper disposal of FOG;
(b) A plan and schedule for the disposal of FOG generated within the sanitary sewer system service area. This may include a list of acceptable disposal facilities and/or additional facilities needed to adequately dispose of FOG generated within a sanitary sewer system service area;
(c) The legal authority to prohibit discharges to the system and identify measures to prevent SSOs and blockages caused by FOG;
(d) Requirements to install grease removal devices (such as traps or interceptors), design standards for the removal devices, maintenance requirements, BMP requirements, record keeping and reporting requirements;
(e) Authority to inspect grease producing facilities, enforcement authorities, and whether the Enrollee has sufficient staff to inspect and enforce the FOG ordinance;
(f) An identification of sanitary sewer system sections subject to FOG blockages and establishment of a cleaning maintenance schedule for each section; and
(g) Development and implementation of source control measures for all sources of FOG discharged to the sanitary sewer system for each section identified in (f) above.
(viii) System Evaluation and Capacity Assurance Plan: The Enrollee shall prepare and implement a capital improvement plan (ClP) that will provide hydraulic capacity of key sanitary sewer system elements for dry weather peak flow conditions, as well as the appropriate design storm or wet weather event. At a minimum, the plan must include:
(a) Evaluation: Actions needed to evaluate those portions of the sanitary sewer system that are experiencing or contributing to an SSO discharge caused by hydraulic deficiency. The evaluation must provide estimates of peak flows (including flows from SSOs Sfafe Water Resources Control Board Order No. 2006-0003-DWQ Page 14 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 that escape from the system) associated with conditions similar to those causing overflow events, estimates of the capacity of key system components, hydraulic deficiencies (including components of the system with limiting capacity) and the major sources that contribute to the peak flows associated with overflow events; (b) Design Griteria: Where design criteria do not exist or are deficient, undertake the evaluation identified in (a) above to establish appropriate design criteria; and
(c) Capacity Enhancement Measures: The steps needed to
establish a short- and long-term CIP to address identified hydraulic deficiencies, including prioritization, alternatives analysis, and schedules. The CIP may include increases in pipe size, lll reduction programs, increases and redundancy in pumping capacity, and storage facilities. The CIP shall include an implementation schedule and shall identify sources of funding. (d) Schedule: The Enrollee shall develop a schedule of completion dates for all portions of the capital improvement program developed in (a)-(c) above. This schedule shall be reviewed and updated consistent with the SSMP review and update
requirements as described in Section D. 14.
(ix) Monitoring, Measurement, and Program Modifications: The Enrollee shall:
(a) Maintain relevant information that can be used to
establish and prioritize appropriate SSMP activities;
(b) Monitor the implementation and, where appropriate,
measure the effectiveness of each element of the
SSMP;
(c) Assess the success of the preventative maintenance
program;
(d) Update program elements, as appropriate, based on
monitoring or performance evaluations; and
(e) ldentify and illustrate SSO trends, including
frequency, location, and volume.
(x) SSMP Program Audits - As part of the SSMP, the Enrollee shall conduct periodic internal audits, appropriate to the size of the system and the number of SSOs. At a minimum, these audits must occur every two years and a report must be prepared and kept on file. This audit shall focus on evaluating the effectiveness of the SSMP and the Sfafe Water Resources Control Board Order No. 2006-0003-DWQ Page 15 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 Enrollee's compliance with the SSMP requirements identified in this subsection (D.13), including identification of any deficiencies in the SSMP and steps to correct them.
(xi) Gommunication Program - The Enrollee shall communicate on a regular basis with the public on the development, implementation, and performance of its SSMP. The communication system shall provide the public the opportunity to provide input to the Enrollee as the program is developed and implemented.

The Enrollee shall also create a plan of communication with systems that are tributary and/or satellite to the Enrollee's sanitary sewer system.

14. Both the SSMP and the Enrollee's program to implement the SSMP must be certified by the Enrollee to be in compliance with the requirements set forth above and must be presented to the Enrollee's governing board for approval at a public meeting. The Enrollee shall certify that the SSMP, and subparts thereof, are in compliance with the general WDRs within the time frames identified in the time schedule provided in subsection D.15, below.
ln order to complete this certification, the Enrollee's authorized representative must complete the certification portion in the Online SSO Database Questionnaire by checking the appropriate milestone box, printing and signing the automated form, and sending the form to:

State Water Resources Control Board
Division of Water Quality
Attn: SSO Program Manager
P.O. Box 100
Sacramento, CA 95812
The SSMP must be updated every five (5) years, and must include any significant program changes. Re-certification by the governing board of the Enrollee is required in accordance with D.14 when significant updates to the SSMP are made. To complete the re-certification process, the Enrollee shall enter the data in the Online SSO Database and mail the form to the State Water Board, as described above.

15.The Enrollee shall comply with these requirements according to the following schedule. This time schedule does not supersede existing requirements or time schedules associated with other permits or regulatory requirements.

Sfafe Water Resources Control Board Order No.2006-0003-DWQ Statewide General WDR For Wastewater Collection Agencies Sewer System Management Plan Time Schedule

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Task and
Associated Section
Gompletion Date
Population >
'100,000
Population
between 100,000
and 10,000
Population
between 10,000
and 2,500
Population <
2,500
Application for Permit
Coverage
Sectron C
6 months after WDRs Adoption
Reporting Program
Secfion G
6 months after WDRs Adoptionl
SSMP Development
Plan and Schedule
No specific Secfion
9 months after
WDRs Adoption2
12 months after
WDRs Adoption2
15 months after
WDRs
Adoption2
18 months after
WDRs
Ad ion2
Goals and
Organ ization Structure
Secfion D 13 (i) & (ii)
12 months after WDRs Adoption2 18 months after WDRs Adoptionz Overflow Emergency
Response Program
Secfion D 13 (vi)
24 months after
WDRs Adoption2
30 months after
WDRs Adoption2
36 months after
WDRs
Adoption2
39 months after
WDRs
Adoption2
Legal Authority
Secfion D 13 (iii)
Operation and
Maintenance Program
Secfion D 13 (iv)
Grease Control
Program
Secfion D 13 (vii)
Design and
Performance
Secfion O 13 (v)
36 months after
WDRs Adoption
39 months after
WDRs Adoption
48 months after
WDRs Adoption
51 months after
WDRs Adoption
System Evaluation and
Capacity Assurance
Plan
Secfion D 13 (viii)
Final SSMP,
incorporating all of the
SSMP requirements
Secffon D 13
Sfafe Water Resources Control Board Order No. 2006'0003-DWQ Statewide General WDR For Wastewater Collection Agencies

1. ln the event that by July 1, 2006 the Executive Director is able to execute a memorandum of agreement (MOA) with the California Water Environment Association (CWEA) or discharger representatives outlining a strategy and time schedule for CWEA or another entity to provide statewide training on the adopted monitoring program, SSO database electronic reporting, and SSMP development, consistent with this Order, then the schedule of Reporting Program Section G shall be replaced with the following schedule:
lf this MOU is not executed by July 1, 2006, the reporting program time schedule will remain six (6) months for all regions and agency size categories.

2. ln the event that the Executive Director executes the MOA identified in note 1 by July 1, 2006, then the deadline for this task shall be extended by six (6) months.

The time schedule identified in the MOA must be consistent with the extended time schedule provided by this note. lf the MOA is not executed by July 1,2006, the six (6) month time extension will not be granted.

E. WDRs and SSMP AVAILABILITY

1. A copy of the general WDRs and the certified SSMP shall be maintained at appropriate locations (such as the Enrollee's offices, facilities, and/or Internet homepage) and shall be available to sanitary sewer system operating and maintenance personnel at all times.

F. ENTRY AND INSPECTION

1. The Enrollee shall allow the State or Regional Water Boards or their authorized representative, upon presentation of credentials and other documents as may be required by law, to:
a. Enter upon the Enrollee's premises where a regulated facility or activity is located or conducted, or where records are kept under the conditions of this Order;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this Order;

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Reporting Program
Secfion G
Regional Boards 4, 8,
and 9
8 months after WDRs Adoption
Regional Boards 1, 2,
and 3
12 months after WDRs Adoption
Regional Boards 5, 6,
and 7
16 months after WDRs Adoption
Sfafe Water Resources Control Board Order No. 2006-0003-DWQ Statewide General WDR For Wastewater Collection Agencies c. lnspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this Order; and
d. Sample or monitor at reasonable times, for the purposes of assuring compliance with this Order or as othenruise authorized by the California Water Code, any substances or parameters at any location.

G. GENERAL MONITORING AND REPORTING REQUIREMENTS

1. The Enrollee shall furnish to the State or Regional Water Board, within a reasonable time, any information that the State or Regional Water Board may request to determine whether cause exists for modifying, revoking and reissuing, or terminating this Order. The Enrollee shall also furnish to the Executive Director of the State Water Board or Executive Officer of the applicable Regional Water Board, upon request, copies of records required to be kept by this Order.

2. The Enrollee shall comply with the attached Monitoring and Reporting Program No. 2006-0003 and future revisions thereto, as specified by the Executive Director. Monitoring results shall be reported at the intervals specified in Monitoring and Reporting Program No. 2006-0003. Unless superseded by a specific enforcement Order for a specific Enrollee, these reporting requirements are intended to replace other mandatory routine written reports associated with SSOs.

3. All Enrollees must obtain SSO Database accounts and receive a "Username" and "Password" by registering through the California lntegrated Water Quality System (CIWOS). These accounts will allow controlled and secure entry into the SSO Database. Additionally, within 3Odays of receiving an account and prior to recording spills into the SSO Database, all Enrollees must complete the "Collection System Questionn aire", which collects pertinent information regarding a Enrollee's collection system. The "Collection System Questionnaire" must be updated at least every 12 months.

4. Pursuant to Health and Safety Code section 5411.5, any person who, without regard to intent or negligence, causes or permits any untreated wastewater or other waste to be discharged in or on any waters of the State, or discharged in or deposited where it is, or probably will be, discharged in or on any surface waters of the State, as soon as that person has knowledge of the discharge, shall immediately notify the local health officer of the discharge. Discharges of untreated or partially treated wastewater to storm drains and drainage channels, whether man-made or natural or concrete-lined, shall be reported as required above.

Any SSO greater than 1,000 gallons discharged in or on any waters of the State, or discharged in or deposited where it is, or probably will be, discharged in or on any surface waters of the State shall also be reported to the Office of Emergency Services pursuant to California Water Code section 13271.

Page 18 of 20 ends

5/2/06
Sfafe Water Resources Control Board Order No. 2006-0003'DWQ Statewide General WDR For Wastewater Collection Agencies

Page 19 of 20 ends

5/2/06
H. CHANGE IN OWNERSHIP

1. This Order is not transferable to any person or party, except after notice to the Executive Director. The Enrollee shall submit this notice in writing at least 30 days in advance of any proposed transfer. The notice must include a written agreement between the existing and new Enrollee containing a specific date for the transfer of this Order's responsibility and coverage between the existing Enrollee and the new Enrollee. This agreement shall include an acknowledgement that the existing Enrollee is liable for violations up to the transfer date and that the new Enrollee is liable from the transfer date forward.

I. INCOMPLETE REPORTS

1. lf an Enrollee becomes aware that it failed to submit any relevant facts in any report required under this Order, the Enrollee shall promptly submit such facts or information by formally amending the report in the Online SSO Database.

J. REPORT DECLARATION

1. All applications, reports, or information shall be signed and certified as follows (i) All reports required by this Order and other information required by the State or Regional Water Board shall be signed and certified by a person designated, for a municipality, state, federal or other public agency, as either a principal executive officer or ranking elected official, or by a duly authorized representative of that person, as described in paragraph (ii) of this provision. (For purposes of electronic reporting, an electronic signature and accompanying certification, which is in compliance with the Online SSO database procedures, meet this certification requirement.) (ii) An individual is a duly authorized representative only if (a) The authorization is made in writing by a person described in paragraph (i) of this provision; and
(b) The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity.

K. CIVIL MONETARY REMEDIES FOR DISCHARGE VIOLATIONS

1. The California Water Code provides various enforcement options, including civil monetary remedies, for violations of this Order.

2. The California Water Code also provides that any person failing or refusing to furnish technical or monitoring program reports, as required under this Order, or Sfafe Water Resources Control Board Order No. 2006-0003-DWQ Statewide General WDR For Wastewater Collection Agencies falsifying any information provided in the technical or monitoring reports is subject to civil monetary penalties.

L. SEVERABILITY

1. The provisions of this Order are severable, and if any provision of this Order, or the application of any provision of this Order to any circumstance, is held invalid, the application of such provision to other circumstances, and the remainder of this Order, shall not be affected thereby.

2. This order does not convey any property rights of any sort or any exclusive privileges. The requirements prescribed herein do not authorize the commission of any act causing injury to persons or property, nor protect the Enrollee from liability under federal, state or local laws, nor create a vested right for the Enrollee to continue the waste discharge.

CERTIFICATION
The undersigned Clerk to the State Water Board does hereby certify that the foregoing is a full, true, and correct copy of general WDRs duly and regularly adopted at a meeting of the State Water Resources Control Board held on May 2,2006.

AYE Tam M. Doduc
Gerald D. Secundy
NO: Arthur G. Baggett
ABSENT: None
ABSTAIN: None
Song Her
Clerk to the Board

Page 20 of 20 ends

5/2/06

STATE WATER RESOURCES CONTROL BOARD
MONITORING AND REPORTING PROGRAM NO. 2OO6.OOO3.DWQ

STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS
FOR

SANITARY SEWER SYSTEMS
This Monitoring and Reporting Program (MRP) establishes monitoring, record keeping, reporting and public notification requirements for Order No. 2006-2003-DWQ, "statewide General Waste Discharge Requirements for Sanitary Sewer Systems." Revisions to this MRP may be made at any time by the Executive Director, and may include a reduction or increase in the monitoring and reporting.

A. SANITARY SEWER OVERFLOW REPORTING
SSO Cateqories

1. Category 1 - All discharges of sewage resulting from a failure in the Enrollee's sanitary sewer system that:

A. Equal or exceed 1000 gallons, or
B. Result in a discharge to a drainage channel and/or surface water; or C. Discharge to a storm drainpipe that was not fully captured and returned to the sanitary sewer system.

2. Category 2 - All other discharges of sewage resulting from a failure in the Enrollee's sanitary sewer system.

3. Private Lateral Sewage Discharges - Sewage discharges that are caused by blockages or other problems within a privately owned lateral.

SSO Reportinq Timeframes

4. Category 1 SSOs - All SSOs that meet the above criteria for Category 1 SSOs must be reported as soon as: (1) the Enrollee has knowledge of the discharge, (2) reporting is possible, and (3) reporting can be provided without substantially impeding cleanup or other emergency measures. lnitial reporting of Category 1 SSOs must be reported to the Online SSO System as soon as possible but no later than 3 business days after the Enrollee is made aware of the SSO.

Minimum information that must be contained in the 3-day report must include all information identified in section 9 below, except for item 9.K. A final certified report must be completed through the Online SSO System, within 15 calendar days of the conclusion of SSO response and remediation. Additional information may be added to the certified report, in the form of an attachment, at any time.

The above reporting requirements do not preclude other emergency notification requirements and timeframes mandated by other regulatory agencies (local Monitoring and Reporting Program No. 2006-0003-DWQ
Statewide GeneralWDRs for Sanitary Sewer Systems

Page 2 of 5 ends

51212006
County Health Officers, local Director of Environmental Health, Regional Water Boards, or Office of Emergency Services (OES)) or State law.

5. Category 2 SSOs - All SSOs that meet the above criteria for Category 2 SSOs must be reported to the Online SSO Database within 30 days after the end of the calendar month in which the SSO occurs (e.9. all SSOs occurring in the month of January must be entered into the database by March 1st).

6. Private Lateral Sewage Discharges - All sewage discharges that meet the above criteria for Private Lateral sewage discharges may be reported to the Online SSO Database based upon the Enrollee's discretion. lf a Private Lateral sewage discharge is recorded in the SSO Database, the Enrollee must identify the sewage discharge as occurring and caused by a private lateral, and a responsible party (other than the Enrollee) should be identified, if known.

7. lf there are no SSOs during the calendar month, the Enrollee will provide, within 30 days after the end of each calendar month, a statement through the Online SSO Database certifying that there were no SSOs for the designated month.

8. ln the event that the SSO Online Database is not available, the enrollee must fax all required information to the appropriate Regional Water Board office in accordance with the time schedules identified above. ln such event, the Enrollee must also enter all required information into the Online SSO Database as soon as practical.

Mandatorv lnformation to be lncluded in SSO Online Reportinq All Enrollees must obtain SSO Database accounts and receive a "Username" and "Password" by registering through the California lntegrated Water Quality System (CIWOS). These accounts will allow controlled and secure entry into the SSO Database. Additionally, within thirty (30) days of receiving an account and prior to recording SSOs into the SSO Database, all Enrollees must complete the "Collection System Questionn aire" , which collects pertinent information regarding an Enrollee's collection system. The "Collection System Questionnaire" must be updated at least every 12 months.

At a minimum, the following mandatory information must be included prior to finalizing and certifying an SSO report for each category of SSO:

9. Category 2 SSOs:

Location of SSO by entering GPS coordinates;
Applicable Regional Water Board, i.e. identify the region in which the SSO occurred;
County where SSO occurred;
Whether or not the SSO entered a drainage channel andior surface water;
Whether or not the SSO was discharged to a storm drain pipe that was not fully captured and returned to the sanitary sewer system; A.

Monitoring and Reporting Program No. 2006-0003-DWQ
Statewide GeneralWDRs for Sanitary Sewer Systems

Page 3 of 5 ends

51212006
Estimated SSO volume in gallons;
SSO source (manhole, cleanout, etc.);
SSO cause (mainline blockage, roots, etc.);
Time of SSO notification or discovery;
Estimated operator arrival time;
SSO destination;
Estimated SSO end time; and
SSO Certification. Upon SSO Certification, the SSO Database will issue a Final SSO ldentification (lD) Number.

10. Private Lateral Sewage Discharges
All information listed above (if applicable and known), as well as; ldentification of sewage discharge as a private lateral sewage discharge; and
Responsible party contact information (if known).

11. Category 1 SSOs
All information listed for Category 2 SSOs, as well as; Estimated SSO volume that reached surface water, drainage channel, or not recovered from a storm drain;
Estimated SSO amount recovered;
Response and corrective action taken;
lf samples were taken, identify which regulatory agencies received sample results (if applicable). lf no samples were taken, NA must be selected.

Parameters that samples were analyzed for (if applicable); ldentification of whether or not health warnings were posted; Beaches impacted (if applicable). lf no beach was impacted, NA must be selected;
Whether or not there is an ongoing investigation;
Steps taken or planned to reduce, eliminate, and prevent reoccurrence of the overflow and a schedule of major milestones for those steps;
OES control number (if applicable);
Date OES was called (if applicable);
Time OES was called (if applicable);
ldentification of whether or not County Health Officers were called; Date County Health Officer was called (if applicable); and Time County Health Officer was called (if applicable).

Reportinq to Other Requlatorv Aqencies
These reporting requirements do not preclude an Enrollee from reporting SSOs to other regulatory agencies pursuant to California state law. These reporting requirements do not replace other Regional Water Board telephone reporting requirements for SSOs.

H.
t.

M
A.

B.
c,
A.

C,
D.

G
H,
t.

J
K.

N.
o.

Monitoring and Reporting Program No. 2006-0003-DWQ
Statewide GeneralWDRs for Sanitary Sewer Systems

Page 4 of 5 ends

5t212006
I The Enrollee shall report SSOs to OES, in accordance with California Water Code Section 13271.

Office of Emergency Services
Phone (800) 852-7550
The Enrollee shall report SSOs to County Health officials in accordance with California Health and Safety Code Section 5410 et seq.

The SSO database will automatically generate an e-mail notification with customized information about the SSO upon initial reporting of the SSO and final certification for all Category 1 SSOs. E-mails will be sent to the appropriate County Health Officer and/or Environmental Health Department if the county desires this information, and the appropriate Regional Water Board.

Record Keeping
lndividual SSO records shall be maintained by the Enrollee for a minimum of five years from the date of the SSO. This period may be extended when requested by a Regional Water Board Executive Officer.

All records shall be made available for review upon State or Regional Water Board staff's request.

All monitoring instruments and devices that are used by the Enrollee to fulfill the prescribed monitoring and reporting program shall be properly maintained and calibrated as necessary to ensure their continued accuracy; The Enrollee shall retain records of all SSOs, such as, but not limited to and when applicable:

Record of Certified report, as submitted to the online SSO database; All original recordings for continuous monitoring instrumentation; Service call records and complaint logs of calls received by the Enrollee; SSO calls;
SSO records;
Steps that have been and will be taken to prevent the SSO from recurring and a schedule to implement those steps.

Work orders, work completed, and any other maintenance records from the previous 5 years which are associated with responses and investigations of system problems related to SSOs;
A list and description of complaints from customers or others from the previous 5 years; and
Documentation of performance and implementation measures for the previous 5 years.
lf water quality samples are required by an environmental or health regulatory agency or State law, or if voluntary monitoring is conducted by the Enrollee or its agent(s), as a result of any SSO, records of monitoring information shall include:
2 3
B
1 3
4 5
a.
b.
c.
d.
6 f.
g.
h
6 Monitoring and Reporting Program No. 2006-0003-DWQ
Statewide GeneralWDRs for Sanitary Sewer Systems

Page 5 of 5 ends

51212006
The date, exact place, and time of sampling or measurements; The individual(s) who performed the sampling or measurements; The date(s) analyses were performed;
The individual(s) who performed the analyses;
The analytical technique or method used; and,
The results of such analyses.

C. Certification
All final reports must be certified by an authorized person as required by Provision J of the Order.

Registration of authorized individuals, who may certify reports, will be in accordance with the CIWQS' protocols for reporting.

Monitoring and Reporting Program No. 2006-0003 will become effective on the date of adoption by the State Water Board.

CERTIFICATION
The undersigned Clerk to the Board does hereby certify that the foregoing is a full, true, and correct copy of a resolution duly and regularly adopted at a meeting of the State Water Board held on May 2,2006.

Song Her
Clerk to the Board
a.
b.
c.
d.
e,
f.
1 2

ATTACHMENT A

STATE WATER RESOURCES CONTROL BOARD
ORDER NO. WQ 2013-OOs8.EXEC

AMENDING MONITORING AND REPORTING PROGRAM
FOR

STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR

SANITARY SEWER SYSTEMS
This Monitoring and Reporting Program (MRP) establishes monitoring, record keeping, reporting and public notification requirements for Order 2006-0003-DWQ, "statewide General Waste Discharge iRequirements for Sanitary Sewer Systems" (SSS WDRs). This MRP shall be effective from September 9,2:313 until it is rescinded. The Executive Director may make revisions to this MRP at any time. These revisions may include a reduction or increase in the monitoring and reporting requirements. All site specific recoids and data developed pursuant to the SSS WDRs and this MRP shall be complete, accurate, and justified by evidence maintained by the enrollee. Failure to comply with this MRP may subject an enrollee to civil liabilities of up to $5,000 a day per violation pursuant to Water Code section 1gg-50; up to $1 ,000 a day per violation pursuant to Water Code section 13268; or referral to the Attorney General ior judicial civil enforcement. The State Water Resources Control Board (State Water Board) reserves the right to take any further enforcement action authorized by law.

A. SUMMARY OF MRP REQUIREMENTS
Table 1 - Spill Categories and Definitions
Dischargesofuntreatedorpartiallytreatedwastewaterof@resultingfroman enrollee's sanitary sewer system failure or flow condition that:
. Reach surface water and/or reach a drainage channel tributary to a surface water; or
. Reach a Municipal Separate Storm Sewer System (MS4) and are not fully captured and returned to the sanitary sewer system or not otherwise captured and disposed of properly. Any volume of wastewater not recovered from the MS4 is considered to have reached surface water unless the storm drain system discharges to a dedicated storm water or groundwater infiltration basin (e.9., infi ltration pit, percolation pond).

Discharges of untreated or partially treated wastewater of 1.000 qallons or qreqter resulting from an enrollee's sanitary sewer system failure or flow condition that glo no! reach surface water, a drainage channel, or a MS4 unless the entire SSO discharged to the storm drain system is fully recovered and disposed of properly' All other discharges of untreated or partially treated wastewater resulting from an enrollee's sanitary sewer system failure or flow condition.

Discharges of untreated or partially treated wastewater resulting from blockages or other probleml within a privatelv owned sewer lateral connected to the enrollee's sanitary sewer system or from other private sewer assets. PLSDs that the enrollee becomes aware of may be voluntarily reported to the California lntegrated Water Quality System (CIWOS) Online SSO Database.

Monitoring and Reporting Program Order No. WQ 2013-0058-EXEC Statewide Waste Discharge Requiremenfs for Sanifary Sewer Sysfems o Within two hours of becoming aware of any
Category 1 SSO qreaterthan orequalto

1.000 qallons discharged to surface water or
spilled in a locatiolr where it probablv will be
discharqed to surface water, notiff the
California Office of Emergency Services (Cal
OES) and obtain a notification control number
o Categorv 1 SSO: Submit draft report within three
business days of becoming aware of the SSO and
certify within 15 calendar days of SSO end date.
. Category 2 SSO: Submit draft report within 3
business days of becoming aware of the SSO and
certify within 15 calendar days of the SSO end
date.
. Categorv 3 SSO: Submit certified report within
30 calendar days of the end of month in which
SSO the occurred.
. SSO Technical Report: Submit within 45
calendar days after the end date of any Category
1 SSO in which 50,000 gallons or greater are
spilled to surface waters.
. "No Spill" Certification: Certify that no SSOs
occurred within 30 calendar days of the end of the
month or, if reporting quarterly, the quarter in
which no SSOs occurred.
o Collection System Questionnaire: Update and
certify every 12 months.

Conduct water quality sampling within 48 hours
after initial SSO notification for Category 1 SSOs
in which 50,000 gallons or greater are spilled to
surface waters.

Table 2 - Notification, Reporting, Monitoring, and Record Keeping Requirements

Page 2 of 11 ends

CallCalOES at:
(8001 852.7550
Enter data into the CIWQS Online
SSO Database
(http://ciwqs.waterboards.ca.oov/),
certified by enrollee's Legally
Responsible Official(s).

Water quality results are required
to be uploaded into CIWQS for
Category 1 SSOs in which 50,000
gallons or greater are spilled to
surface waters.
a
. SSO event records.
. Records documenting Sanitary Sewer
Management Plan (SSMP) implementation and
changes/updates to the SSMP.
. Records to document Water Quality Monitoring
for SSOs of 50,000 gallons or greater spilled to
surface waters.
. Collection system telemetry records if relied upon
to document and/or estimate SSO Volume.

Self-maintained records shall be
available during inspections or
upon request.
2 Monitoring and Reporting Program Order No. WQ 2013-0058-EXEC Statewide Waste Discharge Requirements for Sanifary Sewer Sysfems Page3of11
B. NOTIFICATION OUIREMENTS
Although Regional Water Quality Control Boards (Regional Water Boards) and the State Water Board (collectively, the Water Boards) staff do not have duties as first responders, this MRP is an appropriate mechanism to ensure that the agencies that have first responder duties are notified in a timely manner in order to protect public health and beneficial uses.

For any Category 1 SSO qreater than or equal to 1.000 qallons that results in a discharge to a surface water or spilled in a location where it probably will be discharged to surface water, either directly or by way of a drainage channel or MS4, the enrollee shall, as soon as possible, but not later than two (2) hours after (A) the enrollee has knowledge of the discharge, (B) notification is possible, and (C) notification can be provided without substantially impeding cleanup or other emergency measures, notify the Cal OES and obtain a notification control number.

To satisfy notification requirements for each applicable SSO, the enrollee shall provide the information requested by Cal OES before receiving a control number. Spill information requested by Cal OES may include:
i. Name of person notifying Cal OES and direct return phone number ii. Estimated SSO volume discharged (gallons).
iii. lf ongoing, estimated SSO discharge rate (gallons per minute). iv. SSO lncident Description:
a. Brief narrative.
b. On-scene point of contact for additional information (name and cell phone number), c. Date and time enrollee became aware of the SSO.
d. Name of sanitary sewer system agency causing the SSO. e. SSO cause (if known).
lndication of whether the SSO has been contained.
lndication of whether surface water is impacted.

Name of surface water impacted by the SSO, if applicable. lndication of whether a drinking water supply is or may be impacted by the SSO.

Any other known SSO impacts.

SSO incident location (address, city, state, and zip code).

V
vi
vii
viii
ix
X

3. Following the initial notification to Cal OES and until such time that an enrollee certifies the SSO report in the CIWQS Online SSO Database, the enrollee shall provide updates to Cal OES regarding substantial changes to the estimated volume of untreated or partially treated sewage discharged and any substantial change(s) to known impact(s).

PLSDs: The enrollee is strongly encouraged to notify Cal OES of discharges greater than or equal to 1,000 gallons of untreated or partially treated wastewater that result or may result in a discharge to surface water resulting from failures or flow conditions within a owned 4 sewer lateral or from other private sewer asset(s) if the enrollee becomes aware of the PLSD Monitoring and Reporting Program Order No. WQ 2013-0058-EXEC Statewide Waste Discharge Requirements for Sanitary Sewer Sysfems Page4of11
C. REPORTING REQUIREMENTS
CIWQS Online SSO Database Account: All enrollees shall obtain a CIWQS Online SSO Database account and receive a "Username" and "Password" by registering through CIWQS These accounts allow controlled and secure entry into the CIWQS Online SSO Database.

2. SSO Mandatory Reporting lnformation: For reporting purposes, if one SSO event results in multiple appearance points in a sewer system asset, the enrollee shall complete one SSO report in the CIWQS Online SSO Database which includes the GPS coordinates for the location of the SSO appearance point closest to the failure point, blockage or location of the flow condition that caused the SSO, and provide descriptions of the locations of all other discharge points associated with the SSO event.

3. SSO Gateoories
i. Category 'l - Discharges of untreated or partially treated wastewater of anv volume resulting from an enrollee's sanitary sewer system failure or flow condition that:
a. Reach surface water and/or reach a drainage channel tributary to a surface water; or b. Reach a MS4 and are not fully captured and returned to the sanitary sewer system or not othenryise captured and disposed of properly. Any volume of wastewater not recovered from the MS4 is considered to have reached surface water unless the storm drain system discharges to a dedicated storm water or groundwater infiltration basin (e.9., infiltration pit, percolation pond).
ii. Category 2 - Discharges of untreated or partially treated wastewater qreater than or equal to 1.000 oallons resuIting from an enrollee's sanitary sewer system failure or flow condition that does not reach a surface water, a drainage channel, or the MS4 unless the entire SSO volume discharged to the storm drain system is fully recovered and disposed of properly.

Category 3 - All other discharges of untreated or partially treated wastewater resulting from an enrollee's sanitary sewer system failure or flow condition. 4 Sanitarv Sewer Overflow no to CIWOS - Timeframes
Gategory 1 and Gategory 2 SSOs - All SSOs that meet the above criteria for Category 1 or Category 2 SSOs shall be reported to the CIWQS Online SSO Database:
a. Draft reports for Category 1 and Category 2 SSOs shall be submitted to the CIWQS Online SSO Database within three (3) business davs of the enrollee becoming aware of the SSO. Minimum information that shall be reported in a draft Category 1 SSO report shall include all information identified in section 8.i.a. below. Minimum information that shall be reported in a Category 2 SSO draft report shall include all information identified in section 8.i.c below,
b. A final Category 1 or Category 2 SSO report shall be certified through the CIWQS Online SSO Database within 15 calendar davs of the end date of the SSO. Minimum information that shall be certified in the final Category 1 SSO report shall include all information identified in section 8.i.b below. Minimum information that shall be certified in a final Category 2 SSO report shall include all information identified in section 8.i.d below.

Monitoring and Reporting Program Order No. WQ 2013-0058-EXEC Page 5 of 11 Statewide Waste Discharge Requiremenfs for Sanita ry Sewer Sysfems ii. Gategory 3 SSOs - All SSOs that meet the above criteria for Category 3 SSOs shall be reported to the CIWQS Online SSO Database and certified within 30 calendar days after the end of the calendar month in which the SSO occurs (e,9., all Category 3 SSOs occurring in the month of February shall be entered into the database and certified by March 30). Minimum information that shall be certified in a final Category 3 SSO report shall include all information identified in section 8.i.e below. iii. "No Spill" Certification - lf there are no SSOs during the calendar month, the enrollee shall either 1) certify, within 30 calendar days after the end of each calendar month, a "No Spill" certification statement in the CIWQS Online SSO Database certifying that there were no SSOs for the designated month, or 2) certify, quarterly within 30 calendar days after the end of each quarter, "No Spill" certification statements in the CIWQS Online SSO Database certifying that there were no SSOs for each month in the quarter being reported on. For quarterly reporting, the quarters are Q1 - Januaryl February/ March, Q2 - April/May/June, Q3 - July/August/September, and Q4 - October/November/December. lf there are no SSOs during a calendar month but the enrollee reported a PLSD, the enrollee shall still certify a "No Spill" certification statement for that month. iv. Amended SSO Reports - The enrollee may update or add additional information to a certified SSO report within 120 calendar days after the SSO end date by amending the report or by adding an attachment to the SSO report in the CIWQS Online SSO Database.

SSO reports certified in the CIWQS Online SSO Database prior to the adoption date of this MRP may only be amended up to 120 days after the effective date of this MRP. After 120 days, the enrollee may contact the SSO Program Manager to request to amend an SSO report if the enrollee also submits justification for why the additional information was not available prior to the end of the 120 days.

5. SSO Technical Report
The enrollee shall submit an SSO Technical Report in the CIWQS Online SSO Database within 45 calendar days of the SSO end date for any SSO in which 50,000 gallons or greater are spilled to surface waters. This report, which does not preclude the Water Boards from requiring more detailed analyses if requested, shall include at a minimum, the following:
i. Causes and Gircumstances of the SSO:
a. Complete and detailed explanation of how and when the SSO was discovered. b. Diagram showing the SSO failure point, appearance point(s), and final destination(s). c. Detailed description of the methodology employed and available data used to calculate the volume of the SSO and, if applicable, the SSO volume recovered. d. Detailed description of the cause(s) of the SSO.
e. Copies of original field crew records used to document the SSO' f. Historical maintenance records for the failure location. ii. Enrollee's Response to SSO:
a. Chronological narrative description of all actions taken by enrollee to terminate the sPill.
b. Explanation of how the SSMP Overflow Emergency Response plan was implemented to respond to and mitigate the SSO.

Monitoring and Reporting Program Order No. WQ 2013-0058-EXEC Statewide Waste Discharge Requirements for Sanifa ry Sewer Sysfems Page6of11
c. Final corrective action(s) completed and/or planned to be completed, including a schedule for actions not yet completed.
iii. Water Qualitv Monitorinq:
a. Description of all water quality sampling activities conducted including analytical results and evaluation of the results.
b. Detailed location map illustrating all water quality sampling points.

6. PLSDs
Discharges of untreated or partially treated wastewater resulting from blockages or other problems within a privately owned sewer lateral connected to the enrollee's sanitary sewer system or from other private sanitary sewer system assets may be voluntarily reported to the CIWQS Online SSO Database.
i. The enrollee is also encouraged to provide notification to Cal OES per section B above when a PLSD greater than or equal to 1,000 gallons has or may result in a discharge to surface water. For any PLSD greater than or equal to 1,000 gallons regardless of the spill destination, the enrollee is also encouraged to file a spill report as required by Health and Safety Code section 5410 et. seq. and Water Code section 13271, or notify the responsible party that notification and reporting should be completed as specified above and required by State law,
ii. lf a PLSD is recorded in the CIWQS Online SSO Database, the enrollee must identify the sewage discharge as occurring and caused by a private sanitary sewer system asset and should identify a responsible party (other than the enrollee), if known. Certification of PLSD reports by enrollees is not required.

7. CTWOS ine SSO Database Unavailabil itv
ln the event that the CIWQS Online SSO Database is not available, the enrollee must fax or e-mail all required information to the appropriate Regional Water Board office in accordance with the time schedules identified herein. ln such event, the enrollee must also enter all required information into the CIWQS Online SSO Database when the database becomes available.

8. Mandatorv lnformation to be Included in CIWQS Online SSO Reportinq All enrollees shall obtain a CIWQS Online SSO Database account and receive a "Username" and "Password" by registering through CIWQS which can be reached at C|[email protected] or by calling (866) 792-4977, M-F, 8 A.M. to 5 P.M. These accounts will allow controlled and secure entry into the CIWQS Online SSO Database.

Additionally, within thirty (30) days of initial enrollment and prior to recording SSOs into the CIWQS Online SSO Database, all enrollees must complete a Collection System Questionnaire (Questionnaire). The Questionnaire shall be updated at least once every 12 months.
i. SSO Reports
At a minimum, the following mandatory information shall be reported prior to finalizing and certifying an SSO report for each category of SSO:

Monitoring and Reporting Program Order No. WQ 2013-0058-EXEC Page 7 of 11 Statewide Waste Discharge Requiremenfs for Sanifary Sewer Sysfems a. Draft Cateqorv 1 SSOs: At a minimum, the following mandatory information shall be reported for a draft Category 1 SSO report:

L SSO Contact lnformation: Name and telephone number of enrollee contact person who can answer specific questions about the SSO being reported.

2. SSO Location Name.

3. Location of the overflow event (SSO) by entering GPS coordinates. lf a single overflow event results in multiple appearance points, provide GPS coordinates for the appearance point closest to the failure point and describe each additional appearance point in the SSO appearance point explanation field.

4. Whether or not the SSO reached surface water, a drainage channel, or entered and was discharged from a drainage structure.

5. Whether or not the SSO reached a municipal separate storm drain system.

6. Whether or not the total SSO volume that reached a municipal separate storm drain system was fullY recovered.

7. Estimate of the SSO volume, inclusive of all discharge point(s).

8. Estimate of the SSO volume that reached surface water, a drainage channel, or was not recovered from a storm drain.

9. Estimate of the SSO volume recovered (if applicable).

10. Number of SSO appearance point(s).

11. Description and location of SSO appearance point(s). lf a single sanitary sewer system failure results in multiple SSO appearance points, each appearance point must be described.

12. SSO start date and time.

13. Date and time the enrollee was notified of, or self-discovered, the SSO.

14. Estimated operator arrival time.

15. For spills greater than or equal to 1 ,000 gallons, the date and time Cal OES was called.

16. For spills greater than or equal to 1 ,000 gallons, the Cal OES control number. b. Certified Cateqorv 1 SSOs: At a minimum, the following mandatory information shall be reported for a certified Category 1 SSO report, in addition to all fields in section

8.i.a :

1. Description of SSO destination(s).

2. SSO end date and time.

3. SSO causes (mainline blockage, roots, etc.).

4. SSO failure point (main, lateral, etc.).

5. Whether or not the spill was associated with a storm event'

6. Description of spill corrective action, including steps planned or taken to reduce, eliminate, and prevent reoccurrence of the overflow; and a schedule of major milestones for those steps.

7. Description of spill response activities.

8. Spill response completion date.

9. Whether or not there is an ongoing investigation, the reasons for the investigation and the expected date of completion.

Monitoring and Reporting Program Order No. WQ 2013-0058-EXEC Page 8 of 11 Statewide Waste Discharge Requirements for Sanifary Sewer Sysfems

10. Whether or not a beach closure occurred or may have occurred as a result of the SSO.

11. Whether or not health warnings were posted as a result of the SSO.

12. Name of beach(es) closed and/or impacted. lf no beach was impacted, NA shall be selected.

13. Name of surface water(s) impacted.

14. lf water quality samples were collected, identify parameters the water quality samples were analyzed for. lf no samples were taken, NA shall be selected,

15. lf water quality samples were taken, identify which regulatory agencies received sample results (if applicable). lf no samples were taken, NA shall be selected.

16. Description of methodology(ies) and type of data relied upon for estimations of the SSO volume discharged and recovered.

17. SSO Certification: Upon SSO Certification, the CIWQS Online SSO Database will issue a final SSO identification (lD) number.
c. Draft Cateqorv 2 SSOs: At a minimum, the following mandatory information shall be reported for a draft Category 2 SSO report:

1. ltems 1-14 in section 8.i.a above for Draft Category 1 SSO. d. Certified Cateqorv 2 SSOs: At a minimum, the following mandatory information shall be reported for a certified Category 2 SSO report:

1. ltems 1-14 in section 8.i.a above for Draft Category 1 SSO and ltems 1-9, and 17 in section 8.i.b above for Certified Category 1 SSO.
e. Certified Cateqorv 3 SSOs: At a minimum, the following mandatory information shall be reported for a certified Category 3 SSO report:

1. ltems 1-14 in section 8.i.a above for Draft Category 1 SSO and ltems 1-5, and 17 in section 8.i.b above for Certified Category 1 SSO.

Reoortino SSOs to Ot r Reoulatorv Aoencies
These reporting requirements do not preclude an enrollee from reporting SSOs to other regulatory agencies pursuant to state law. ln addition, these reporting requirements do not replace other Regional Water Board notification and reporting requirements for SSOs. iii. Gollection Svstem Questionnaire
The required Questionnaire (see subsection G of the SSS WDRs) provides the Water Boards with site-specific information related to the enrollee's sanitary sewer system. The enrollee shall complete and certify the Questionnaire at least every 12 months to facilitate program implementation, compliance assessment, and enforcement response. iv. SSMP Availabilitv
The enrollee shall provide the publicly available internet web site address to the CIWQS Online SSO Database where a downloadable copy of the enrollee's approved SSMP, critical supporting documents referenced in the SSMP, and proof of local governing board approval of the SSMP is posted. lf all of the SSMP documentation listed in this subsection is not publicly available on the lnternet, the enrollee shall comply with the following procedure:

Monitoring and Reporting Program Order No. WQ 2013-0058-EXEC Page 9 of 11 Statewide Waste Discharge Requirements for Sanitary Sewer Sysfems a. Submit an electronic copy of the enrollee's approved SSMP, critical supporting documents referenced in the SSMP, and proof of local governing board approval of the SSMP to the State Water Board, within 30 days of that approval and within 30 days of any subsequent SSMP re-certifications, to the following mailing address:

State Water Resources Control Board
Division of Water Quality
Attn: SSO Program Manager
1001 I Street, 1Sth Floor, Sacramento, CA 95814
D. WATER QUALITY MONITORING REQUIREMENTS:

To comply with subsection D.7(v) of the SSS WDRs, the enrollee shall develop and implement an SSO Water Quality Monitoring Program to assess impacts from SSOs to surface waters in which 50,000 gallons or greater are spilled to surface waters. The SSO Water Quality Monitoring Program, shall, at a minimum:

1. Contain protocols for water quality monitoring

2. Account for spill travel time in the surface water and scenarios where monitoring may not be possible (e.9. safety, access restrictions, etc.).

3. Require water quality analyses for ammonia and bacterial indicators to be performed by an accredited or certified laboratory.

4. Require monitoring instruments and devices used to implement the SSO Water Quality Monitoring Program to be properly maintained and calibrated, including any records to document maintenance and calibration, as necessary, to ensure their continued accuracy

5. Within 48 hours of the enrollee becoming aware of the SSO, require water quality sampling for, at a minimum, the following constituents:
i. Ammonia
ii. Appropriate Bacterial indicato(s) per the applicable Basin Plan water quality objective or Regional Board direction which may include total and fecal coliform, enterococcus, and e-coli.

E. RECORD KEEPING REQUIREMENTS:

The following records shall be maintained by the enrollee for a minimum of five (5) vears and shall be made available for review by the Water Boards during an onsite inspection or through an information request:

1. General Records: The enrollee shall maintain records to document compliance with all provisions of the SSS WDRs and this MRP for each sanitary sewer system owned including any required records generated by an enrollee's sanitary sewer system contractor(s).

2. SSO Records: The enrollee shall maintain records for each SSO event, including but not limited to:
i. Complaint records documenting how the enrollee responded to all notifications of possible or actual SSOs, both during and after business hours, including complaints that do not Monitoring and Reporting Program Order No. WQ 2013-0058-EXEC Page 10 of 11 Statewide Waste Discharge Requiremenfs for Sanifary Sewer Sysfems result in SSOs. Each complaint record shall, at a minimum, include the following information:
a. Date, time, and method of notification.
b. Date and time the complainant or informant first noticed the SSO. c. Narrative description of the complaint, including any information the caller can provide regarding whether or not the complainant or informant reporting the potential SSO knows if the SSO has reached surface waters, drainage channels or storm drains.
d. Follow-up return contact information for complainant or informant for each complaint received, if not reported anonymously.
e. Final resolution of the complaint.
ii. Records documenting steps and/or remedial actions undertaken by enrollee, using all available information, to comply with section D.7 of the SSS WDRs' iii. Records documenting how all estimate(s) of volume(s) discharged and, if applicable, volume(s) recovered were calculated.

3. Records documenting all changes made to the SSMP since its last certification indicating when a subsection(s) of the SSMP was changed and/or updated and who authorized the change or update. These records shall be attached to the SSMP.

4. Electronic monitoring records relied upon for documenting SSO events and/or estimating the SSO volume discharged, including, but not limited to records from:
i. Supervisory Control and Data Acquisition (SCADA) systems ii. Alarm system(s)
iii. Flow monitoring device(s) or other instrument(s) used to estimate wastewater levels, flow rates and/or volumes.

F. CERTIFICATION

1. All information required to be reported into the CIWQS Online SSO Database shall be certified by a person designated as described in subsection J of the SSS WDRs. This designated person is also known as a Legally Responsible Official (LRO). An enrollee may have more than one LRO.

2. Any designated person (i.e, an LRO) shall be registered with the State Water Board to certify reports in accordance with the CIWQS protocols for reporting,

3. Data Submitter (DS): Any enrollee employee or contractor may enter draft data into the CIWQS Online SSO Database on behalf of the enrollee if authorized by the LRO and registered with the State Water Board. However, only LROs may certify reports in CIWQS.

4. The enrollee shall maintain continuous coverage by an LRO. Any change of a registered LRO or DS (e.g., retired staff), including deactivation or a change to the LRO's or DS's contact information, shall be submitted by the enrollee to the State Water Board within 30 days of the change by calling (866) 792-4977 or e-mailing [email protected],qov.

Monitoring and Reporting Program Order No. WQ 2U3-AA1$-EXEC Page 11 of 11 Statewide Waste Discharge Requirementsfor Sanitary Sewer Sysfems

5. A registered designated person (i.e., an LRO) shall certify all required reports under penalty of perjury laws of the state as stated in the CIWQS Online SSO Database at the time of certification.

CERTIFICATION
The undersigned Clerk to the Board does hereby certify that the foregoing is a full, true, and correct copy of an order amended by the Executive Director of the State Water Resources Control Board, rlnln
Date ine Town
to the Board
Appendix B

CITY OF FIREBAUGH

SSMP ORGANIZATIONAL CHART AND CHAIN OF COMMUNICATION

STAFF NAMES AND PHONE NUMBERS
POStTtON NAME PHONE
City Hall
After Hours
City Manager
Public Works Director
Water/Sewer Supervisor
Operator ll
Operator I
Police Department
Benjamin Gallegos
Michael Molina
Noah Marquez
Caesar Sierres
Cody Berger
Mario B. Gouveia
(55e) 65e-2043
(55e) 65e-3051
(55e) 65e-2043
(55e) 694-6170
(55e) 6e4-6164
(559)694-6172
(55e) 6e4-6173
Citv Enqineer (Gouveia Enoineerino) 854-3300
Appendix C
Chapter 15

SEWER AND WATER
$ 15-1. WATER DEPARTMENT.
$ 15-1.1. Department Established. [Ord. #308' Sll
The water department shall be under the supervision, control and management of the water manager. The director of public works of the city shall be the water manager, unless the city council shall appoint some other person. $ 15-1.2. Water Department Fund. [Ord. #308, 52]
There is a fund known as the Firebaugh City Water Depaftment Fund. All collections of water accounts shall be collected by the finance director, who shall be the city manager.

All such collections shall go into the water department fund. $ 15-1.3. Rates Established by Resolution. [Ord. #308, 53; Ord. #13-03, $ U a. Rates may be revised in the future by resolution after a noticed hearing pursuant to Government Code 53753, and unpaid charges under said rates shall still be a lien upon the real property involved.
b. The rates established for all user classes by the city shall include, without limitation, the costs of upgrade and maintenance of the water production, treatment and delivery systems, administration and overhead costs, costs of future repairs and capital improvements, necessary reseryes to protect and ensure the future utilization of these systems.
c. The rates established for all user classes by the city shall also include the cost of water which is supplied to city-owned facilities, including, without limitation, city parks, city buildings, City Hall, the police department, the fire department and the Senior Center. City facilities are operated, maintained, and used by, and for the benefit of, the water customers of the City of Firebaugh. Since all customers directly or indirectly benefit from city facilities, the cost of providing water to these facilities is included in the water rates of the water customers of the City of Firebaugh.
$ 15-1.3.1. Water Conservation Program Established by Resolution. [Ord. #91-2, s1l
A water conservation program for the City of Firebaugh may be established in the future by resolution after a noticed hearing.
$ 15-1.4. Application for New Water Supply. [Ord. #308, 54; New; amended by Ord. #80-6, 51; Ord. #90-3, Sll
Each person obtaining a new water supply shall apply for service to the city upon a form specified by the city, which shall be prepared by the collector of the water department. All owners of property must guarantee that bills for service to the property 15:1
$ l5-1.4 FIREBAUGH CODE $ rs-1.6
or the occupants thereof will be paid. In the event a new applicant for residential water service is unable to establish credit worthiness, such applicant shall be required to pay as a security deposit an amount as established from time to time by resolution of the city council. In the event a residential water service customer applies for reconnection or reestablishment of water service after having been disconnected for nonpayment of bills for water service, such customer shall be required to pay as a security deposit an amount as established from time to time by resolution of the city council. Any person making a new connection to the city system shall pay an initial connection charge as established by city council's resolution after a duly noticed public hearing. Where a new line has to be extended in order to bring service to a new user, the user shall pay the cost of the line.

Subsequent persons tapping into this line may be required by the collector of the water department to pay a portion of the costs of the line, which shall then be refunded to the person originally paying for said line. All lines when so built and brought into the city water system must give the necessary water easements to the city. All owners of property using city water shall thereby consent to the right of the city, through its employees, to come upon the property as necessary to inspect the lines, and to shut off water where required under this chapter and the applicable city policies and regulations. $ 15-1.5. Required Installation of a Water Meter. [Ord. #308, S5l Where circumstances appear making it likely that there will be extensive use of water by a new or an older user, the city may require the installation of a water meter. There shall be a shutoff valve for city use between the city water supply and the meter and there shall be a shutoff valve between the meter and the building or buildings in which the water is used. The cost of the meter shall be paid for by the user. Upon notification of the decision of the water manager that a meter shall be installed, the owner may, if he or she concludes that there is no necessity for a meter, file an appeal with the city council, and no meter shall be installed until the city council has acted upon the appeal.

Such an appeal need follow no particular formalities, but shall be in writing and identifz the property in question.

S 15-1.6. Billing; Connection Fees and Shutoff Procedures for Water, Sewer, and Garbage Rates. [Ord. #342, S1; Ord. #80-6, 51; Ord. #82'7, 52; Ord. #92-8' 51; Ord. #93-5, 51; Ord. #08-05, 52; amended 4-6'2020 by Ord. No. 20-021 a. Billings. All utility users shall be billed once per month for water, sewer, and garbage collection rates and delinquent and subject to shutoff of said serices on the following schedule:

Due/Delinquent Notice of Water Service Shutoff
Date Shutoff Date
service Billing Dut* L"rt Business First Business seventh Period 5th Day of Day of Day of Business Day of
January January January APril APril
February February February MaY MaY
March March March June June
April April April JulY JulY
l5:2
$ ls-I.6
b.

Service
Period
May
June
July
August
September
October
November
December
Billing Date
Sth Day of
May
June
July
August
September
October
November
December
Last Business
Day of
May
June
July
August
September
October
November
December
First Business
Day of
August
September
October
November
December
January
February
March

SEWER AND WATER
DuelDeHnquent
Date
$ 15-1.8
Notice of Water Service Shutoff
Shutoff Date
Seventh
Business Day of
August
September
October
November
December
January
February
March
c.
d.

Delinquent Penalties. If the water, sewer, and garbage collection charges are not paid when due, a penalty of l0%o of the amount delinquent shall be added and collected so long as the water, garbage collection, and sewer charges are paid within 30 days after the due date. Thereafter, alate charge of I ll2Vo per month shall be added to the delinquent water, garbage collection, and sewer charges until paid.

Any partial payments of water, garbage collection, and sewer charges will be first credited to pay any accmed penalties and late charges. A water, garbage collection, or sewer service customer who is disconnected for nonpayment, shall be charged a reconnection charge as established and set forth from time to time by resolution of the City Council.

Water and Sewer Connection Fees. Fees for initial connection into the water and sewer systems of the City shall be as established by City Council resolution aftet a duly noticed hearing.

Discontinuation of Residential Water Service for Nonpayment. Discontinuation of residential water service for the nonpayment of a utility bill shall be governed by the City's Discontinuation of Water Service Policy, available on the City website. $ 15-1.7. Authorized Personnel to Turn on Water Source. [Ord. #308, S9l It shall be a misdemeanor for any person to turn on service which has been shut off pursuant to the above section, unless that person is duly authorized to do so by the water manager.
$ 15-1.S. Owner Shall be Responsible for Payment of Water, Sewer, and Garbage Collection. [Ord. #308, S10; Ord. #08-05, 53]
The owner of any property to which water, sewer, and garbage collection service is made shall be responsible for the payment of the bill for selice, and all owners of property must guarantee that the bills for service to property of the occupants thereof will be paid.

Delinquent charges for water, sewer, or garbage collection and all penalties thereof when recordid as provided in Title 5, Division 2, Part 1, Chapter 6 of the Government Code 15:3
$ l s-1.8 FIREBAUGH CODE $ l5-1.12.010
(section 54300 et seq.), shall constitute a lien upon the real properfy served (except that no such lien shall be created against any publicly owned property). $ 15-1.9. Prohibited Actions. [Ord. #308, 51U
It shall be a misdemeanor for any person to waste water, to open any street hydrant, stopcock, gate valve, or tamper with or interfere with any street service, water connection, water reseroir, pumping plant or water meter attached to any service pipe connected with the city mains or pipes or hydrants, or tum off or on water mains or water pipes of the city, or tamper with or injure any water mains, water pipes, meter or other fittings of the city laid in any street, avenue, alley or other public place, or tamper with, deposit or cause to be deposited in any water main or pipe of said city any fluid or solid matter, substance of any kind or do any act that might cause water to become polluted, poisoned or adulterated, or to take, pump or draw water from any water main, pipe or hydrant of the city without first ananging with the manager of the water department for the same and paying the established rate therefor. Actions of city employees, authorized fire department personnel engaged in their duties, or personnel of the city working within the scope of their duties shall not be a violation of this chapter.

S 15-1.10. Recirculating Systems Required. [Ord. #308' S12] All water cooling systems, including refrigeration systems using water for cooling, hereafter installed, shall provide for the recirculation of water. Existing systems, which use water once for cooling purposes and then allow the water to drain away through the sewage system or otherwise without recirculation where the water manager detetmines that such systems are unduly wasting water, shall be converted to a recirculating system.

The water manager shall notiS the owner of the necessity of such conversion to a recirculating system, which must be accomplished within one year thereafter. Whoever uses a non-recirculating system, contrary to the provisions of this section, shall be guilty of a misdemeanor.
$ 15-1.11. Maintenance of Area Containing the Meter Box and the Shutoff Box. [Ord. #308, S13]
Each owner of property must provide space and keep the space about the meter box (if any) and shutoff box servicing his property free and clean of trash, garbage, barrels, boxes, dirt, oil, building material or other obstructions that may in any way interfere with the free access to the same by the employees of the city water department. If any owner allow such obstructions to occur, these obstructions may be removed by the water department and the cost thereof charged against the owner and shall become a lien against the property if not paid when billed.
s 15-1.12. CONTROL OF BACKFLOW AND CROSS-CONNECTION TO THE MUNICIPAL WATER SYSTEM.I
S 15-1.12.010. Intent, Purpose and Control. [Ord. #04-02' SU a. It is the intent of this subsection to recognize that there are varying degrees of

1. Editor's Note: Prior ordinance history includes portions ofOrdinance No. E7-8. 15:4
$ 1s-1.12.010 SEWER AND WATER $ 1s-1.12.020
hazard to the city's potable water system, and it is the intent to apply the principle that the degree of protection should be commensurate with the degree of hazard. b. The purpose of this subsection is:

1. To protect the public potable water supply of the city from the possibility of contamination or pollution by isolating within its customers' internal distribution system(s) such contaminants or pollutants which could backflow or back-siphon into the public water system; and

2. To promote the elimination and control of existing cross-connections, actual or potential, between its customers' in-plant potable water system(s) and nonpotable water system(s), plumbing fixtures, and industrial piping systems; and

3. To provide for the continuing program of cross-connection control and certification training, which will effectively prevent the contamination or pollution of all potable water systems.
$ 15-1.12.020. Definitions. [Ord. #04-02, Sll
As used in this subsection:

ABPA
-
Means the American Backflow Prevention Association.

AIR-GAP SEPARATION (AG)
-
Means the unobstructed vertical distance through the
free atmosphere between the lowest opening from any pipe or faucet supplying potable water to an open or nonpressure receiving tank, plumbing fixture, or other device and the flood rim of said vessel. An approved air-gap shall be at least double the diameter of the supply pipe, and in no case less than one inch, within sidewalls no less than I ll2 inches. An AG must be located as close as practical to the user's connection, and all piping between the user's connection and receiving tank must be entirely visible unless otherwise approved in writing by the cross-connection control specialist. There must be no outlet, tee, tap or connection of any kind to or from the supply pipe between the water meter and the opening from which the water is discharged into the receiving vessel.

APPROVED
-
Means accepted by the director or designated city utilities employee who has been certificated by AWWA as a cross-connection control specialist, as meeting an applicable specification stated or cited in this subsection, and suitable for the proposeduse and degree ofhazard.

APPROVED ATMOSPHERIC VACLruM BREAKER (AVB) ASSEMBLY
-
MCANS
an assembly containing an air inlet valve or float-check, a check seat and air inlet port. A resilient-seated shut-off valve may only be included on the upstream side of the air inlet valve. The assembly shall be installed not less than six inches above the highest outlet on the line. This assembly is designed for usage under a back-siphonage condition only.

APPROVED DOUBLE CHECK DETECTOR CHECK VALVE ASSEMBLY (DCDA) -
Means a line - size assembly of two independently acting internally spring-loaded check valves with t'wo tightly closing resilient seated shutoff valves on each end of the assembly, four properly located full port ball valve test cocks for the testing the water tightness ofeach check valve. Bypass shall consist ofone approved double check valve asiembly, static pressure drop across the bypass double check valve assembly shall be two PSI less than the mainline check valve assembly. Where an above-grade installation 15:5
$ 1s-1.12.020 FIREBAUGH CODE $ 1s-1.t2.020
is impossible due to weather conditions, the DC must be installed in a vault that provides proper clearances for testing and maintenance. The following are minimum criteria for below-grade installation: If a DC must be installed below grade, it must be placed in a vault with minimum of 12 inches between the bottom of the vault and the bottom of the assembly. The top of the assembly must be no more than eight inches below grade.

There must be at least 24 inches of clearance between the side of the assembly with the test cocks and the side of the vault, and at least 12 inches clearance between the other side of the assembly and the side of the vault. The vault must have adequate drainage to prevent flooding. Vaults that do not have an integrated bottom must be placed on a three-inch layer of gravel.

APPROVED DOUBLE CHECK VALVE ASSEMBLY (DC)
-
Means an assembly
of two independently acting internally loaded check valves with trvo tightly closing resilient seated shutoff valves on each end of the assembly, four properly located full port ball valve test cocks for the testing of the water tightness of each check valve. The DC shall be located as close as practical to the user's connection and shall be installed above grade, if possible, and in a manner where it is readily accessible for testing and maintenance. This type of assembly should be installed at least 12 inches and not more than36 inches above grade (measured from the lowest point of the assembly), and must have adequate side and top clearance to allow access for testing and maintenance. A minimum side and top clearance of 12 inches should be allowed.

APPROVED PRESSURE VACUUM BREAKER (PVB)
-
Means an assembly
containing an independently operating internally loaded check valve and an independently operating loaded air inlet valve located on the discharge side of the check valve. The assembly is to be equipped with properly located test cocks and resilientseated shut-off valves at each end of the assembly. This assembly is designed for usage under a back-siphonage condition only.

APPROVED REDUCED PRESSURE PRINCIPLE ASSEMBLY (RP)
-

MEANS AN
assembly with one differential diaphragm relief valve which shall automatically reduce the pressure in the zone between the two check valves. The assembly shall operate to maintain the pressure in the zone between the two check valves at a level less than the pressure on the public water supply side of the assembly. During normal flow, and at cessation of normal flow, the pressure between the two check valves shall be at least two PSI less than the upstream supply pressure. In case of the leakage of either of the check valves, the differential relief valve shall operate to maintain this reduced pressure by discharging to the atmosphere. The assembly shall have two resilient seated gate valves, or full-ported ball valves on each end of the assembly and four properly located ball valve test cocks. These assemblies shall be installed a minimum of 12 inches and a maximum of 36 inches above ground (measured from the lowest point of the assembly) and 12 inches side clearance. To be approved these assemblies must be installed in location where no part of the assembly will be submerged.

AUXILIARY WATER SUPPLY
-
Means any water supply on or available to the
premises other than the purveyor's approved public potable water supply. These iuxiliary waters may include water from another purveyor's public potable water supply or any natural source(s) such as a well, spring, irrigation canal or pipeline, etc., or "used waters" or "industrial fluids." These waters may be polluted or contaminated or they may be objectionable and constitute an unacceptable water source over which the water purveyor does not have controls.
l5:6
$ l5-1.12.020 SEWER AND WATER $ ls-1.12.020
AWWA
-
Means the American Water Works Association.

BACK-SIPHONAGE
-
Means the flow of water or other liquids, mixtures, or
substances into the distributing pipes of a potable water supply system from any source other than its intended source caused by the sudden reduction of pressure in the potable water supply system.

BACKFLOW
-
Means the flow condition, induced by a differential in pressure, that causes the flow of water or other liquids into the distribution pipes of a public water supply from any source other than its intended source.

CONTAMINATION
-
Means an impairment of the quality of the potable water by sewage, industrial fluids or waste liquids, compounds, or other materials to a degree which creates an actual hazard to the public health through poisoning or through the spread ofdisease.

CONTROLLED CROSS-CONNECTION
-
Means a connection between a potable
water system and a nonpotable water system with an approved backflow prevention assembly properly installed that will continuously afford the protection commensurate with the degree of hazard.

CROSS-CONNECTION CONTROL BY CONTAINMENT
-
Means the installation
of an approved backflow prevention assembly at the water seruice connection to any customer's premises where it is physically and economically infeasible to find and permanently eliminate or control all actual or potential cross-connections within the customer's water system; or it shall mean the installation of an approved backflow prevention assembly to the service line leading to and supplying a portion of a customer's water system where there are actual or potential cross-connections which cannot be effectively eliminated or controlled at the point of cross-connection.

CROSS-CONNECTION CONTROL SPECIALIST (SPECIALIST)
-
Means of the
City of Firebaugh who has been certified by AWWA or ABPA as a cross-connection control specialist.

CUSTOMER
-
Means the water user sered by the public water system.

CUSTOMERS WATER SYSTEM
-
Means the piping used to convey water supplied
by the public water system throughout the customer's facility.

DIRECTOR
-
Means the director of utilities for the City of Firebaugh.

FIRE, MARSHAL
-
Means the fire chief of the City of Dinuba or state fire marshal.

HOSE BIB VACUUM BREAKER
-
Means a device generally attached to a sill cock
and in turn connected to a hose-supplied outlet such as a garden hose, slop sink hose, a spray outlet, etc. It consists of a spring loaded check valve that seals against an atmospheric outlet when water supply pressure is turned on. When the water supply is turned off, the device vents to the atmosphere in order to protect against backsiphonage conditions. A hose bib vacuum breaker should not be used as protection against backpressure.

IDENTIFICATION
-
Means each assembly shall have the following information securely affached or embossed on each unit:

Manufacturer's name;
Size;
l5:7
$ ls-r.12.020 FIREBAUGH CODE $ 1s-1.12.030
Model number;
Direction of flow, by arrow;
Assembly serial number;
Maximum working water pressure (MWWP);
Maximum working water temperature (MWWT);

INSTALLATION
-
Means each assembly shall be installed a minimum of 12 inches and a maximum of 36 inches above ground, 12 inches side clearance from any structure and as close to the water purveyors meter location as may be possible.

NFPA
-
Means the National Fire Protection Association.

NONPOTABLE WATER
-
Means water which is not safe for human consumption or
which is of questionable potability.

POLLUTION
-
Means the presence of any foreign substance (organic, inorganic, or biological) in the water which tends to degrade its quality so as to constitute ahazard or impair the usefulness or quality of the water to a degree which does not create an actual hazardto the public health but which does adversely and unreasonably affect such waters for domestic use. Water;

POTABLE WATER
-
Means any water which, according to recognized standards, is safe for human consumption.

PUBLIC WATER PURVEYOR OR MUNICIPAL WATER SYSTEM
-
Means the
City of Firebaugh public water system.

USED WATER
-
Means any water supplies by the water purveyor from a public potable water system to a customer's water system after it has passed through the point of delivery and is no longer under the sanitary control of the water purveyor.

WATER SERVICE CONNECTION
-
Means the terminal end of a service connection
from the public potable water system, where the water purveyor loses jurisdiction and sanitary control over the water at its point of delivery to the customer's water system.

If a meter is installed at the end of the service connection, then the service connection shall mean the downstream end of the meter. There should be no unprotected takeoffs from the selice line ahead of any meter or backflow prevention assembly located at the point of delivery to the customer's water system. Service connection shall also include water service connection from a fire hydrant and all other temporary or emergency water service connections from the public potable water system.

S 15-1.12.030. Degree of Hazard Definitions. [Ord. #04-02; SI]

DEGREE OF HAZARD
-
Means the evaluation of the potential risk to public health and the adverse effect of hazardupon the potable water system as defined in this section:

HEALTH HAZARD
-
Means any condition, assembly, or practice in the water supply system and its operation which could create, or in the judgment of the specialist may create a danger to the health and well-being of the water consumer.

INDUSTRIAL FLUIDS SYSTEM
-
Means any system containing fluid or solution
which may be chemically, biologically, or otherwise contaminated or polluted in a forrn of concentration such as would constitute a health, water system, pollution or l5:8
$ l5-1.12.030 SEWER AND WATER $ r5-1.12.0s0
ptumbing hazard if introduced into an approved water supply, this may include, but not be limited to: polluted or contaminated waters; all types of process waters and "used waters" originating from the public potable water system which may have deteriorated in sanitary quality; chemicals in fluid form; plating acids; alkalies; circulated cooling tower waters, open or closed, that may be chemically or biologically treated or stabilized with toxic substances; contaminated natural waters such as from wells, springs, streams, irrigation canals; oils; gases; glycerin; caustic and other acid solutions which may be used for industrial and firefighting purposes.

PLUMBING HAZARD
-
Means a cross-connection in a consumer's potable water
system that has not been properly protected by a vacuum breaker, air-gap separation, or backflow prevention assembly.

The term "plumbing hazard" includes but is not limited to cross-connections to toilets, sinks, lavatories, wash trays, washing machines or lawn sprinkling systems. Unprotected plumbing-type cross-connections shall be considered to be a health hazard.

POLLUTION HAZARD
-
Means an actual or potential threat to the physical properties of the water system or to the potability of the public or consumer's potable water system but which would constitute a nuisance or be aesthetically objectionable or could cause damage to the system or its appurtenances, but would not be dangerous to public health.

SYSTEM HAZARD
-
\{sals an actual or potential threat of severe damage to the physical properties of the public potable water system or the consumer's potable water system or of a pollution or contamination which would have a protracted effect on the quality of the potable water in the system.

S 15-1.12.040. Responsibility. [Ord. #04-02, 51l
The director of public works shall be responsible for the protection of the public potable water system from contamination or pollution due to the backflow or back-siphonage of contaminates or pollutants through the water service connection.

If, in the judgment of the director, or cross-connection control specialist, an approved backflow prevention assembly is required at the city's water selice connection to any customer's premises, for the safety of the water system, the director, or specialist shall give notice in writing to said customer to install such an approved backflow prevention assembly at each service connection to his premises. The customer shall immediately install such approved assembly or assemblies at his own expense; and failure, refusal, or inability on the part of the customer to install said assembly or assemblies immediately shall constitute a ground for discontinuing water service to the premises until such assemblies have been properly installed.
$ 15-1.12.050. Requirement. [Ord. #04-02, SU
a. Water System.

The water system shall be considered as made up of two parts, the city system and the customer system.

The city system shall consist of the source facilities (wells) and the distribution system, and shall include all those facilities of the water system under complete control of the city, fi'om the source of supply up to the point where I
2 l5:9
$ l5-1.12.050 FIREBAUGH CODE $ l5-l.l2.0so
the customer's system begins. The source shall include all components of the facilities utilized in the protection, treatment, storage and the delivery of water to the distribution system.

3. The distribution system shall include the network of conduits used for the delivery of water from the source to the customer's system.

4. The customer's system shall include those parts of the facilities beyond the termination of the city distribution system which are utilized in conveying city-delivered domestic water to point of use.
b. Policy.

1. No water service connection to any premises shall be installed or maintained by the city water department unless the water supply is protected as required by state laws and this chapter. Service of water to any premises shall be discontinued by the director or cross-connection control specialist if a backflow prevention assembly required by state law or this chapter is not installed, tested, or maintained, or if it is found that a backflow prevention assembly has been removed, bypassed, or altered, or if an unprotected crossconnection exists on the premises. Service will not be restored until such conditions or defects are corected.

2. The customer's system shall be open for inspection at all reasonable times to authorized representatives of the city water services department, city building inspectors and city fire marshal to determine whether cross-connections or other structural or sanitary hazards, including violations of this chapter, exist.

When such a condition becomes known, the authorized representatives shall deny or immediately discontinue service to their premises by providing for a physical break in the service line until the customer has corrected the condition(s) in confoffnance with state and city regulations relating to plumbing and water supplies and regulations adopted pursuant thereto.

3. An approved backflow prevention assembly shall also be installed on each service line to a customer's water system at or near the property line or immediately outside the building being served; but in all cases, before the first branch line leading off the service line.

4. The owners/water user of any premises on which, or on account of which, backflow prevention assemblies are installed, shall have the assemblies inspected by a person who has demonstrated their competency in testing of these assemblies to the city and has a valid AWWA or ABPA Backflow Prevention Assembly Tester Certification. Backflow prevention assemblies must be tested at least annually and immediately after installation, relocation or repair. An annual administrative fee of $12 will be charged to the water user/owner of each assembly at the time annual test letters are mailed, and billed on the next utility bill. Assemblies shall be inspected after installation or relocation by city backflow prevention assembly tester or cross-connection specialist. A fee to inspect/test assembly shall be paid by the owner or business required to install the assembly. The city may require a more frequent testing schedule if it is determined to be necessary. No assembly shall be placed back in service unless it is functioning as required. A report in a form acceptable to l5:10
$ l5-1.12.050 SEWER AND WATER $ 15-1.t2.060
the city shall be filed with the city each time an assembly is tested, relocated, or repaired. These assemblies shall be serviced, overhauled, or replaced whenever they are found to be defective. All costs of testing, inspection, repair, and maintenance shall be bome by the water user.

5. The city will supply affected water users with a list of persons acceptable to the city to test backflow prevention assemblies. The city will notifli affected customers by mail when annual testing of an assembly is needed. This notice shall give the water user 60 days to have the assembly tested.

6. A second notice shall be sent to each water user which does not have his/her backflow prevention assembly tested as prescribed in the first notice within the sixty-day period allowed. The second notice will give the water user 14 days to have his/her assembly tested. If no action is taken within the fourteen-day period the director/specialist may:
(a) Have the assembly tested and maintained by a city staff certified backflow prevention assembly tester. The water user will be charged for the test and any maintenance found necessary on the utility bill. (b) Have a certihed tester approved by cross-connection control specialist, test and maintain assembly. The water user will be charged for the test and maintenance found necessary on the utility bill. The tester will be paid from administrative fee fund.
(c) Terminate water service to the affected water user until a successful test is received.

S 15-1.12.055. Testing Fee for Noncompliance. [Ord. #04-02' S1] The charges made for the services provided under Section 15- I . 12.050b,6(a) shall be set, initially as set forth in this section, but the amount of these charges may be modified by the city council from time to time by resolution, so that the fees charged are adequate to recover the city's actual cost of providing the services and provide no incentive to the water user to refuse to cooperate with enforcement efforts. In addition to the following charges, there shall be added the actual cost of the time spent on repairs, with a minimum charge for at least one hour of time. The initial amounts shall be as follows:
$65 (includes I hr. minimum for repairs) 3/4 inches to 1 inches $80 (includes I hr. minimum for repairs) 1 112 inches to 2 inches $90 (includes I hr. minimum for repairs) 2 ll2 inches to 4 inches $150 (includes I hr. minimum for repairs) 6 inches to 8 inches S 15-1.12.060. Type of Protective Assembly Required. [Ord. #04-02' Sll a. In the case of any premises where there is an auxiliary water supply which is not otherwise subject to the provisions of this chapter, the public water system shall be protected by an approved aff-gap (AG) separation or an approved reduced pressure principle backflow prevention assembly (RP).
b. In the case of any premise where there is any water or substance that would be 15:1 1
$ l5-1.12.060 FIREBAUGH CODE $ ls-1.12.070
objectionable but nothazardous to public health if introduced into the public water system, the public water system shall be protected by an approved double check valve assembly (DC).
c. In the case of any premise where there is any materral dangerous to health, which is handled in such a fashion as to create an actual or potential hazard to the public water system, the public water system shall be protected by an approved air-gap (AG) separation or an approved reduced pressure principle backflow prevention assembly (RP), sewage treatment plants pumping stations, chemical plants, hospitals and mortuaries.
d. In the case of any premises where there are "uncontrolled" cross-connections, either actual or potential, the public water system shall be protected by an approved airgap (AG) separation or an approved reduced pressure principal backflow prevention assembly (RP) at the service connection.
e. In the case of any premises where, because of security requirements or other prohibitions or restrictions, it is impossible or impracticable to make a complete implant cross-connection suryey, the public water system shall be protected against backflow or back-siphonage from the premises by the installation of an approved backflow prevention assembly in the service line. In this case, maximum protection will be required; that is, an approve d air-gap (AG) separation or a reduced pressure (RP) principal backflow prevention assembly shall be installed in each service to the premises.
f. In the case of premises having any internal cross-connection that cannot be permanently corrected and controlled, or intricate plumbing and piping al'rangements, pumps or other devices, or where entry to all portions of the premises is not readily accessible for inspection purposes, making it impracticable or impossible to ascertain whether or not dangerous cross-connections exist, the public water system shall be protected against backflow from the premises by installing an approved air-gap (AG) separation or reduced pressure (RP) principle backflow prevention assembly in the service line.
g. In the case of new, remodeled or building inspection a hose bib vacuum breaker shall be installed on all hose bibs (water faucets).
$ 15-1.12.070. Specific Backflow Assembly Installations Required. [Ord. #04-02, s1l
Businesses and uses as designated by the director or cross-connection specialist, shall be required to install a backflow prevention assembly of the type indicated as a minimum, as follows:

Agricultural chemical compani es
Air conditioning plants (Commercial A.C. equipments)
Animal clinics, animal grooming shops and boarding
Apartment or office complex with pond, lake or fountain Apartments with laundromats/laundry rooms
RP
RP
RP
RP
DC or RP
15:12
$ l5-1.12.070 SEWER AND WATER
Automatic or manual irrigation systems, Commercial or private Autoclave equipment*
Automotive detail shops
Automotive repair with steam cleaner, acid cleaning or
Auxiliary water system or sources (interconnected or not) Bakeries
Barber shops, beauty shops or salons
Bars or cocktail lounges
Battery manufacturing and rebuilding
Boat manufacturing and repair
Bottling plants-beverage or chemical
Building 2 stories and higher
Buildings with boilers, cooling towers, water tanks, and booster pumps
Buildings with sewage pumps
Camera repairing
Canneries, packing houses or reduction plants
Car washes
Carpet, rug and upholstery cleaning firms
Catering firms
Chemical processing or storage facilities
Chemically treated (nonpotable) water systems
Chemically treated (potable) water systems
Chiller equipment*
Churches with baptismal pools
Civic works exempt from City of Firebaugh inspection
Cleaning and dye plants
Cold storage and ice manufacturing plants
Commercial meat cutting, packaging and cold storage lockers Commercial photography fi rms
Concrete plants
Convalescent homes and clinics
Convenience stores and markets
Dairies
Dark rooms
$ 15-1.12.070
DC or RP
AG, RP or PVB
RP
RP solvent
equipment
RP
RP
DC or RP
DC or RP
RP
RP
RP
RP
RP
AG
DC or RP
RP
RP
RP
RP
RP
RP
DC
PVB, DC or RP
or RP
or RP
or RP
DC or RP
RP
RP
RP
RP
RP
RP
RP
DC
DC
DC
l5:13
$ ls-1.12.070 FIREBAUGH CODE
Dehydrating firms
Dental offices, clinics, and labs
Dialysis clinics, experimental labs
Diesel repair shops
Doctor's offices
Donut shops
Drain cleaning service firms
Drapery cleaning firms
Drip inigation systems
Dry cleaning equipment
Fabrication plants (metal, fiberglass, foam and plastic) Fast food restaurants
Fire protection systems Classes I and 2 (No protection required with permission from specialist)
Fire protection systems Class 3
Fire protection systems Class 4
Fire protection systems Class 5
Fire protection systems Class 6 (determined by specialist and fire chief)
Food processing facilities using nontoxic materials
Food processing facilities using toxic materials
Frozen food processing plants
Fruit and vegetable packers
Funeral homes
Garbage disposal firms
Garden centers and nurseries
Gas service stations
Gasoline, oil and lubricant marketers and distributors
Graphic art photographers
Gymnasiums with saunas, whirlpools, boilers, etc
Heat pump equipment*
Hospitals
Hot tank equipmentt
Hotels and motels with laundry facilities and restaurants Industrial X-ray equipment
Inspection and herbicide manufacturing and storage facilities 15:14
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
DC
$ 15-1.12.070
AG or RP
DC
DC or RP
RP
DC or RP
RP
RP
RP
RP
RP
RP
DC or RP
RP
RP
RP
PVB, DC or RP
AG or RP
PVB, DC or RP
RP
RP
RP
$ 15-1.12.070 SEWER AND WATER
Laboratorie5 RP
Landscaping with elevated areas RP
Laundries
Laundromats (with boilers) RP
Lawn mower shops RP
Machine shops RP
Manufacturing, processing and fabrication facilities DC or RP Medical offices RP
Metal stripping facilities RP
Mobile home parks DC or RP
Mobile services (pest control, drain cleaning, steam cleaning, rug RP cleaning)
Mortuaries and morgues
Offices or shopping centers with uncommitted lease spaces Oil and gas bulk or production facilities
Paint spray booths
Painting shops using water in any process
Paper processing and production facilities
Pest control services and suppliers
Pet shops and suppliers
Photography studios with processing equipment
Planting works
Pressure vessel equipment*
Pressure washing equipment
Public utility companies
Radiator shops (repairs and backflushing)
Refineries
Rendering and reduction plants
Rest homes
Restaurants or buildings with commercial kitchen (180'water, commercial dishwasher)
Sanitary dump for recreation vehicles or septic system service tankers
Schools, colleges, trade schools
Sewage and stormwater pumping facilities
Shows and movie theaters
$ 1s-1.12.070
RP
RP
DC or RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
RP
DC or RP
RP
AG or RP
RP
AG or RP
RP
15:15
$ 1s-1.12.070 FIREBAUGH CODE $ 15-1.12.080
Solar systems and related equipment* RP
Spa and hot tub equipment* RP
Steam cleaners* DC or RP
Swimming pools PVB or RP
Tank trucks filling from fire hydrant AG or RP
Taxidermists RP
Temporary construction water [Ord. 709 (part), 1988; Ord.677 AG or RP 51 (part), 19851
Testing laboratories RP
Tire recapping, retreading and repairing services RP
Vats* PVB, DC or RP
Waste water treatment facilities RP
Water filtration and purification facilities AG or RP
Where a cross-connection is maintained (actual or potential) RP Where the use of public water is such as to subject it to DC or RP deterioration in sanitary quality
* Means that this equipment or fixture should also have individual, interior protection with the type of backflow assembly shown
A.G. - means approved air gap separation
R.P. - means approved reduced pressure principle backflow assembly D.C. - means approved double check backflow assembly
PVB - means approved pressure vacuum breaker backflow assembly Each new, relocated or existing water service must be reviewed to determine the existing or potential hazard which may occur once the water leaves the water purveyors jurisdiction at the water meter. This type of backflow assembly list indicates the type of assembly required for specific businesses and uses. The assembly listed may not be the final determination in a given situation, a more restrictive assembly if a greater hazard is encountered or a less restrictive assembly or none at all if a lesser or no hazard exists. The backflow protection assembly would be installed on the water service line(s), adjacent to the water meter on the consumer's property. $ 15-1.12.080. Fire System Backflow - Protection Requirements. [Ord. #04-02' 51] Following are the minimum backflow assembly required to satisfy containment requirements and shall apply to those fire protection systems connected to the public water system. (AWWA M-14 and NFPA)
The director or designated city utilities employee who has been certified by AWWA as a cross-connection control specialist may require additional protection for the public water system if he/she deems it necessary due to potential contamination. a. Class I: Direct connection from public water mains only; no pumps, tanks, or 15:16
b
$ l5-1.12.080 SEWER AND WATER $ ls-1.12.090
c.
reservoirs; no physical connection from other water supplies; no antifreeze or other additives of any kind: all sprinkler drains discharging to atmosphere, dry wells, or other safe outlets.

Class II: Same as Class I, except that booster pumps may be installed in the connections from the street mains (Booster pumps do not affect the potability of the system; it is necessary, however, to avoid drafting so much water that pressure in the water main is reduced below 20 psi.)
Assembly Required - Class I and Class II: are interpreted to refer to those systems which generally and ordinarily would not require an approved backflow protection assembly at the fire system user connection in order to protect the public water system. However, it is recognized that "special conditions: (such as multiple services) may exist on the site of a Class I or II fire sprinkler system such that an actual or potential contaminationhazard is presented to the domestic water supply and that under these "special conditions" an approved backflow prevention assembly at the user connection for the fire sprinkler system, is warranted.

Class III: Direct connection from public water supply main plus one or more of the following; elevated storage tanks: fire pumps taking suction from above ground covered reservoirs or tanks; and pressure tanks (all storage facilities are filled or connected to public water only, the water in the tanks to be maintained in a potable condition).

Assembly required - Class III: Approved double check valve (DC) installed as outlined in Class I and Class II.

Class IV: Directly supplied from public mains similar to Classes I and II, and with an auxiliary water supply on or available to the premises; or an auxiliary supply located within 1,500 feet of the pumpff connection.

Assembly Required - Class IV: Air gap (AG); reduced pressure (RP) or double check valve (DC); the assembly shall be aboveground installation and as near the public water system as possible.

Class V: Directly supplied from public water mains, and interconnected with auxiliary supplies, such as; pumps taking suction from reservoirs exposed to contamination, or rivers and ponds; wells, mills or other industrial water systems; or where antifreeze or other additives are used.

Assembly required - Class V: Air gap (AG); reduced pressure (RP) installed aboveground and as near public water system as possible.

Class VI: Combined industrial and fire protection systems supplied from the public water mains only, with or without gravity storage or pump suction tanks.

Assembly required - Class VI: Protection assembly would be determined after fire marshal and specialist had made a complete survey of the fire protection requirements of the premises.
$ 15-1.12.090. Water Shutoff Conditions. [Ord. #04-02, S1l When water users are found that pose a clear and immediatehazard to the potable water l5:17
d.
f.
c
b.
h.

J
k.
$ 15-1.12.090 FIREBAUGH CODE $ 15-1.12.110
supply and these hazards cannot be immediately abated, the shutoff procedures should be initiated.

Conditions requiring water shut-off shall include, but not be limited to the following:
a. Refusal to test backflow prevention assembly;
b. Refusal to repair or replace faulty backflow prevention assembly; c. Direct or indirect connection between a potable water system and a sewer system; d. Unprotected direct or indirect connection between a potable water system and a system or equipment containing toxic chemicals or sewage; e. Unprotected direct or indirect connection between potable water system and auxiliary water system;
f. Unprotected direct or indirect connection between potable water system and nonpotable nonpressure system;
g. Refusals to correct violations.

S 15-1.12.100. Water Shutoff Procedure. [Ord. #04-02,52] When it becomes necessary to shut-off- a user's water, the following steps shall be followed:
a. The cross-connection control specialist shall determine the degree of hazard to public health. (See paragrapha,b, c, d, and e of Section l5-1.12'030') b. If it is determined to be an immediate public health hazard:
l. lmmediately discontinue user's service;

2. Immediately verbally notiff the user;

3. Follow up with a certified letter of corrections to be taken prior to service being restored;

4. If the degree of hazard is high, immediate notification to state and county health departments.
$ f 5-1.12.11,0. Prevention Assembly Certification of Approval. [Ord. #04-02' Sll a. Any backflow prevention assembly required in this chapter shall be of model and size approved by the specialist. The term approved backflow prevention assembly:
shall mean an assembly that has been manufactured in full conformance with the standards established by AWWA entitled: AWWA C506-84 Standards for Reduced Pressure Principle and Double Check Valve Backflow Prevention Assemblies; and have met completely the laboratory and field perfoffnance specifications of the Foundation of Cross-Connection Control and Hydraulic Research (FCCC & HR) of University of Southem California.
b. Final approval of any assembly or system proposed for installation under the terms l5:l 8
$ l5-1.12.r10 SEWER AND WATER $ 1s-1.t2.r3s
c.
of this chapter shall be evidenced by a "Ceftificate of Approval" issued by an approved testing laboratory certifying full compliance with said AWWA standards and FCCC & HR specifications or other reco gnized testing laboratory. The following testing laboratory has been qualified by the Specialist to test and certify backflow preventers:

Foundation for Cross-Connection Control & Hydraulic Research University of Southern California
University Park
Los Angeles, California 90089
Testing laboratories other than the laboratory listed above will be added to an approved list as they are qualified by the specialist. Backflow preventers which may be subject to back pressure of back-siphonage that have been fully tested and have been granted a certificate of approval by the qualified laboratory and are listed on the laboratory's curent list of "Approved Assemblies" may be used without further test or qualification. The specialist shall maintain in his office the current list of approved assemblies.
$ 15-1.12.120. Application to Install Prevention Assemblies. [Ord. #04-02, Sll Prior to the installation of any backflow prevention assemblies between the public water system and the owner's facility, the owner or contractor shall make application and receive approval from the cross-connection control specialist. Application forms are available from the public works department and the building and planning department. $ l5-1.12.130. Assembly Inspection. [Ord. #04-02, 51]
It shall be the duty of the designated city utilities employee who has been certificated by AWWA as a cross-connection control specialist (specialist) to ensure that at any premises where backflow prevention assemblies are installed to have a certified inspection and operational test made at least once per year and immediately after installation, relocation or repair. In those instances where the specialist deems thehazard to be great enough he/she may require certified testing and inspections at more frequent intervals. These inspections and test may be at the expense of the water user and shall be performed by the city water service department certified personnel, or by a certified tester approved by the specialist. It shall be the duty of the specialist to see that these timely tests are made. The customer shall be notified by the specialist in advance when the tests are to be underlaken so that he or his representative may witness the tests if it is so desired. Those assemblies found to be defective shall be repaired, overhauled, or replaced at the expense of the customer user. Records of such tests, repairs, and overhaul shall be kept by the water utility department.

S l5-1.12.135. New Installation Testing and Inspection Fee. [Ord. #04-02, Sll The charges made for the services provided under Section l5-1.12.130, shall be set, initially as set forth in this section, but the amount of these charges may be modified by the city council from time to time by resolution so that the fees charged are adequate to recover the city's actual cost of providing the services and provide no incentive to the l5:19
$ ls-1.t2.r3s FIREBAUGH CODE $ 15-1.12.150
water user to refuse to cooperate with enforcement efforts. The initial amounts shall be as follows:
314"toI":$45
I ll2",o 2" : $60
2ll2' ,o 4" : $80
4I12" to 8" : $90
S 15-1.12.140. Qualification and Certification of Person to Test, Inspect, Repair, Overhaul or Maintain Backflow Prevention Assemblies. [Ord. #04-02' 51] a. No person shall be qualified to test, inspect, repair, overhaul or maintain backflow prevention assemblies unless his qualifications have been established by AWWA and or ABPA and to the satisfaction of the director or the designated city utilities employee who has been certificated by AWWA and or ABPA as a cross-connection control specialist (specialist) as hereinafter required. To determine the qualifications of any person to test, inspect, repair, overhaul or maintain backflow prevention assemblies, the director individually or through the specialist shall have the authority to conduct additional examinations as he may deem necessary. Upon training as the director shall prescribe, that person must receive a certificate of competence from the AWWA and or ABPA veri$ring he/she is qualihed to test, inspect, repair, overhaul or maintain backflow prevention assemblies. Every person, after receiving a cerlificate of competence shall be issued such appropriate and such identification shall be kept in the immediate possession of every person holding a certificate of competence while said person is testing, inspecting, repairing, overhauling or maintaining any backflow prevention assembly in the city. b. Every person holding a "certificate of competence" issued under the provisions of this chapter shall be required to renew the certificate every three years.

Reexamination may be waived at the discretion of the director and/or specialist. c. Each person receiving a "certificate of competence" under the provisions of this chapter shall be responsible for the competency and accuracy of all tests, inspections, repairs, overhauls or maintenance performed by him/her on any backflow prevention assembly.
d. Any person issued a "certificate of competence" who violates or fails to comply with any of the provisions of this chapter or willingly falsifies inspection or maintenance reports submitted to the specialist shall not be considered competent to test, inspect, repair, overhaul or maintain assemblies in the City of Firebaugh.

Violation will be forwarded to AWWA and ABPA for revocation of certification. $ 15-1.12.145. Amendments. [Ord. #04-02' S1l
All amendments as may be necessary by California Administration Code Title 17, American Water Works Association (AWWA) and the director, or rates, fees and compensation to be charged and collected by the city for services shall be reviewed, revised and established by resolution of the city council. 15:20
$ 15-1.12.150 SEWER AND WATER
S 15-1.12.150. Penalties for Noncompliance. [Ord. #04-02' SU $ ls-2.1
The director through the designated city utilities employee who has been certified by AWWA and or ABPA as a cross-connection control specialist shall have the authority to immediately discontinue service to any premises where cross-connections or other hazard to the water system are found to exist, and shall not again render service to said premises until such conditions are eliminated in accordance with the chapter. Any consumer who willfully violates any of the provisions of this chapter shall, in addition to immediate discontinuance of water service, be deemed guilty of an infraction and upon conviction thereof shall be subject to the fines as specified in this section of the code.

The fine for noncompliance shall be not less than $100 and no more than $1,000 per violation as deemed necessary by the director or designated city utilities employee.

If any violation be continued, each day's violation shall be deemed a separate violation. $ 15-1.12.160. Water Conservation in Landscaping.

The model Water Efficient Landscaping Ordinance, as published by the California Department of Water Resources, pursuant to the California Water Conservation in Landscaping Act (Government Code $ 65591 et seq.), is hereby adopted, in full, by reference, and shall be effective in the City of Firebaugh commencing on January 1, 2010. A copy of the model Water Efficient Landscaping Ordinance shall be retained on file in the office of the city manager, the office of the city planner, and office of the Firebaugh City Clerk at all times.
$ 15-2. SEWER REGULATTONS.
$ 15-2.1. Actions Prohibited. [Ord. #82-2, 52; Ord. #83-3, 52; Ord. #96'2, S1; Ord. #98-1, S1I
a. It shall be a misdemeanor for any person to discharge or cause to be discharged any rain or storm water, surface water, ground water, drainage water or roof-off water into the sewer system of the city.
b. It shall be a misdemeanor for any person to discharge waste drainage containing sand, grease, oil or sludge except through a trap or settling box sufficient to prevent the sand, grease, oil or sludge from being carried into the sewer system. These traps and settling boxes shall be kept clean and in sufficient repair at all times by the owner of the property. It shall be a misdemeanor to disconnect or bypass a trap or settling box so provided in a manner which might cause drainage to be discharged directly into the sewer system and fiustrate the purpose of this section in requirin! the provision of traps or settling boxes. Where atrap or settling box is provided and so disconnected or bypassed, it shall be presumed that the person or entity discharging the drainage is responsible for the disconnection or bypass. c. It shall be a misdemeanor for any person to drain waste water into the sewer system containing acid or chemicals in such amount as to interfere with the natural digesting process at the sewer disposal plant, or in such quantity as might be reasonably expected to lead to such interference.
d. It shall be a misdemeanor for any person to remove or cause to be removed a cover 15:21
$ ls-2.l
e.

FIREBAUGH CODE $ 1s-2.3
from a manhole or any other opening in the city sewer system, other than a cityapproved building sewer, for the purpose of permitting or causing to be directly discharged into the sewer system rain, storm, surface, grounds, drainage or roof-off water, or holding tank waste; except that city employees acting within the scope of their duties as such shall be exempt from the provisions of this paragraph d.

It shall be a misdemeanor for any person to discharge or cause to be discharged any holding tank waste into the city sewer system except in accordance with subsection 15-2.8 and a valid permit issued pursuant to that section. For purposes of this Chapter 15, "holding tank waste" means any waste or other substance from any holding tank such as but not limited to a septic tank, a vessel, a chemical toilet, a camper, atrailer or a vacuum pump tank truck.
$ 15-2.1.1. Required Testing. [Ord. #96-2,52]
The public works director or his designated representative may direct, in writing, any person proposing to discharge into the city sewer system any waste, waste water, water or other substance to have it tested for the pu{pose of determining whether it complies with the applicable requirements, standards and criteria in this chapter or in any other applicable Federal, State or local laws, rules, codes or regulations. Upon receipt of such written direction, the person shall immediately cease from discharging the waste water, water or other substance specified in the direction and shall not discharge, attempt to discharge or cause to be discharged such substance until the testing has been completed and the public works director has given written permission for the discharge. All testing shall be done at no cost to the city and shall be performed according to the methods, standards, criteria and schedule specified by the public works director. If the results of the testing show, to the public works director's satisfaction, that the waste, waste water, water or other substance complies with this chapter and with all applicable Federal, State and local laws, rules, codes and regulations, that it is amenable to treatment by the processes employed by the city's waste treatment facilities, and that it will not be otherwise detrimental or cause damage to the city sewer system or waste water treatment facilities, the director may give the person written permission to discharge the substance into the city sewer system. The permission, if given, shall be subject to all conditions specified by the public works director, including without limitation pretreatment of the substance at no cost to the city.

It shall be a misdemeanor for any person to discharge or cause to be discharged into the city sewer system any waste, waste water, water or other substance not in compliance with this section.
$ 15-2.2. Sewer Revenue Fund. [Ord. #342,531
There is a fund known as the City of Firebaugh Sewer Revenue Fund. All charges, penalties and connection fees for the sewer system shall be paid into said fund and disbursed therefrom in accordance with the provisions of Resolution No. 998, adopted by this council on February I0,1976.

S 15-2.3. Sewer Department Established. [Ord. #308, 516l There is a city sewer department, which shall be under the management and control of the director of public works, or such other person as may be appointed by the city council 15:22
$ rs-2.3 SEWER AND WATER $ l5-2.8
as director thereof
S 15-2.4. New Connections; Fees. [Ord. #308, S17; New; Ord. #80-6' 52] Any person making a new connection to the city sewer system shall pay a connection fee as set by the city council resolution after a duly noticed public hearing' S 15-2.5. Plumbing Connections Required; Newly Annexed Property. [Ord. #308' s18l
All plumbing affecting the sanitary condition of any building or structure within the boundaries of any lot in the city shall be connected with the public sewage system of the city, provided that when property is annexed to the city which is connected to a cesspool or septic tank, the cesspool or septic tank may continue to be used for not more than six months or until the structures on the property can be connected to the sewage system, whichever is sooner.

S 15-2.6. Construction Standards; Inspection. [Ord. #308, 519] All plumbing to be connected to the Firebaugh sewage system shall be constructed of materials and a manner of construction, with clean-outs, grade, trench and easements in such a manner as to conform to the standard specifications and requirements maintained by the director of public works. All sewage lines or other plumbing which is designed to be connected to the city sewage lines shall be inspected during the course of construction as to the layout, groundwork, materials and construction. The city building inspector shall conduct the inspections , and a reasonable fee shall be charged to the owner for the inspections.

S 15-2.7. Sewer Service Charge. [Ord. #342, 52; Ord. #13-03, S2l a. There is hereby levied and assessed upon each premises having any sewer connection available with the sewerage system of this city or which is discharging sewage that ultimately passes through the sewerage system of the City of Firebaugh, a service charge payable as hereinafter provided and in an amount provided as established by resolution of the city council. b. The rates established for all user classes by the city shall include, without limitation, the costs of upgrade and maintenance of the sewer treatment and distribution systems, administration and overhead costs, costs of future repairs and capital improvements, necessary reserves to protect and ensure the future utilization of these systems.
c. The rates established for all user classes by the city shall also include the cost of sewer services which are supplied to city-owned facilities, including, without limitation, city parks, city buildings, City Hall, the police department, the fire department and the Senior Center. City facilities are operated, maintained, and used by, and for the benefit of, the sewer customers of the City of Firebaugh. Since all customers directly or indirectly benefit from city facilities, the cost of providing sewer services to these facilities is included in the sewer rates of the sewer customers of the City of Firebaugh.
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$ 15-2.8 FIREBAUGH CODE
$ 15-2.3. Holding Tank Waste Discharge. [Ord. #98-1' S2l Any person proposing to discharge holding tank waste into the sewer system of the city must first secure a holding tank waste discharge permit as provided in this section.

Unless allowed by the city under the terms and conditions of a permit, a separate permit must be secured for each separate discharge. Discharge of the holding tank waste shall be in accordance with all terms, conditions and requirements of this section and the permit. a. Any person seeking a holding tank waste discharge permit shall complete and file with the public works director an application on the form prescribed by the city, accompanied by an application fee in the then-current amount established from by resolution of the council. As part of the application, the applicant shall submit, in units and terms appropriate for evaluation, the following information:

L Name, address, telephone number and current Fresno County Department of Health registration number; if the applicant is a company, name of the owner;

2. Volume of holding tank waste to be discharged;

3. Source, constituents and characteristics of the holding tank waste to be discharged;

4. Year, make, holding tank waste capacity and license number of each vehicle that will make discharges under the permit; and

5. Any other information as the public works director may deem necessary to evaluate the permit application.

The public works director will evaluate the information furnished by the applicant and may require additional information. After evaluation and approval of the application, the director may issue a holding tank discharge permit subject to the terms and condition provided in this section. If the permit is issued, the applicant shall first pay the estimated user charges at the thencurrent rates established by resolution of the city council and shall meet such other conditions as the director may require.
b. A holding tank waste discharge permit shall state the specific location of the discharge, the day(s) and time(s) of day the discharge is to occur, the volume of the permitted discharge, specific limitations on the characteristics and constituents of the holding tank waste that may be discharged and such other terms and condition as the public works director determines necessary or appropriate. No person shall discharge holding tank waste except at the location, on the days, during the times and upon the conditions stated in the permit. The permit or a legible copy thereof shall be caried in each discharging vehicle specified in the permit and shall be displayed to the director or his designated representative at the specified discharge location.
c. Discharge of permitted holding tank waste shall be made only under the direct supervision of the public works director or his designated representative. Discharge prohibitions shall be those contained in the permit and those in subsection l5-2.I. d. A holding tank waste discharge permit shall not override any permit, rule, regulation or requirement of the Fresno County Health Services Agency, of Article $ l5-2.8
l5:24
$ ls-2.8 SEWER AND WATER $ ls-2.8
e
I, Chapter 4,Parlr13 of Division 104 of the California Health & Safety Code or of any other applicable Federal or State law or regulation.

The volume of holding tank waste discharge may be ascertained by means of an external sight glass or other suitable device acceptable to the public works director, marked in 100 gallon increments, provided that a "certificate of inspection" from the Fresno County Division of Weights and Measures is obtained annually for each permitted vehicle's measuring device. The permittee shall furnish to the director a copy of the "certificate of inspection" for each permitted vehicle so certified. Any permitted vehicle without such measuring device shall be charged for each load according to the rated capacity of the tank. The discharger will be given a receipt, signed by both the public works director or his designee and the discharger, at the time of the discharge. The receipt shall state the volume of holding tank waste discharged. The city witl bill the permittee at the beginning of each calendar month for user charges based on the amount discharged during the preceding calendar month, at the then-cument rates established by resolution of the city council, with a credit for any estimated user charges paid pursuant to paragraph a of this subsection 15-2.8.In addition, if processing the permittee's loads necessitates ovefiime work or special handling by city personnel, the permittee shall be responsible and shall be billed for all additional costs in connection therewith.

The permittee shall be liable for any damage to city personnel, structures, property or waste water treatment processes caused by any holding tank waste load deposited pursuant to the permit. The permittee shall have in effect, at all times while exercising the privileges of the permit, public liability and property damage insurance of not less than the amount specified by the city in the permit and shall furnish evidence of such coverage immediately upon request by the city.

The permittee shall notify the public works director 24 hours prior to delivery of any holding tank waste load.

The public works director shall have the right to sample or cause sampling of holding tank waste loads before they are discharged into the city's sewer system or waste water treatment facility. Laboratory charges incurred shall be paid by the permittee, whether or not the load is accepted. The director may require pretreatment measures to bring the holding tank waste to be discharged into compliance with the limitations of the permit and this code. Such pretreatment, if required, shall be accomplished by the permittee at the permittee's expense.

The city reserves the right to reject any holding tank waste load. Any rejected load shall be retrieved by the permittee at the permittee's expense. If the permittee fails to retrieve a rejected load immediately, the city shall have the right to arrange for disposal by any legal means and collect the full costs of doing so from the permittee.

For each holding tank waste load to be discharged into the city's sewer system or waste water treatment facility, all holding tank waste sources shall be recorded on a waste hauler manifest form provided by the city. Each manifest form shall be submitted to the public works director or his designated representative prior to discharge.

In addition to other terms, conditions and restrictions required by this subsection 15:25
f.

O
b
h
J
k.
$ l5-2.8 FIREBAUGH CODE $ rs-2.8
15-2.8 or deemed necessary or appropriate by the public works director, each holding tank waste discharge permit shall contain, and each permittee shall comply with, the following conditions:

1. Only domestic holding tank waste may be discharged. Discharge of industrial or commercial holding tank waste, including waste from sand, oil or grease interceptors, shall be prohibited.

2. Discharge of any waste classified as hazardous waste by either the State or the United States Environmental Protection Agency shall be prohibited.

3. Discharge of holding tank waste from outside the county shall be prohibited and shall not be accepted for processing by the city.

4. The permittee shall preserve for at least three years all records, books, documents, memoranda, reports and correspondence relating to the monitoring, sampling and chemical analyses of holding tank waste made by or on behalf of the permittee in connection with the discharge.

5. Except where such disclosure is prohibited by law, all reports and other documents required by this section shall be available for public inspection at the office of the public works director.

6. No person shall increase the use of potable or process water in or in any way attempt to dilute a holding tank waste discharge as a partial or complete substitute for adequate treatment to achieve compliance with discharge limitations contained in this section or a petmit.

7. The permittee shall indemniff, hold harmless and defend the city, its council, boards and commissions, and each of its officers and employees from any and all claims, demands, loss, liability, costs or damages (in contract, tort, strict liability or statute, including personal injury, death or property damage) arising out of or in any way connected with discharge of holding tank waste or other acts or omissions in connection with a permit issued under this section, including without limitation any damage to city personnel, structures, property or waste water treatment processes. Without limiting the preceding sentence, if any holding tank waste load accepted from the permittee causes or contributes to a violation of any Federal, State or local waste water standard, rule or regulation, the permittee shall reimburse the city for any and all loss, liability, damage or penalties resulting therefrom.

8. A holding tank waste discharge permit shall not be assigned or transferred; provided that if the permittee is sold to or merges into another entity, the permit may be transferred to the successor entity and discharges thereunder continued only upon the public works director's written approval of such transfer.
l. No holding tank waste discharge permit issued under this section shall be deemed to convey any property or vested rights or any exclusive privileges. Such permit may be revoked by the public works director at any time. Without limiting the preceding sentence, the public works director may immediately revoke a permit when, after inspection, monitoring or analysis, he determines that the discharge of 15:26
$ l5-2.8
m.
n.

SEWER AND WATER 5 ts-2.9.2
holding tank waste to the city's sewer system or waste water treatment facility is or will be in violation of this Chapter 15 or any other Federal, State or local law, ordinance, regulation or standard, or when he determines that there has been falsification or misrepresentation of data or statements in the application for the permit or in any reporting form or other document required to be submitted by this subsection 15-2.8. The director shall give the permittee written notice of revocation.

Such notice will be sufficient if given by first class mail to the permittee's most current address on file with the director. The revocation shall be effective on the date stated in the notice.

A holding tank waste discharge permit may be modified by the public works director at any time due to modifications in applicable laws, regulations, standards, limitations or requirements or for other causes. The director shall give the permittee written notice of any such modification. The notice will be sufficient if given by first class mail to the permittee's most current address on file with the director. The permittee shall have a reasonable period of time, as determined by the director, after such notice to comply with any modification which results in new conditions under the permit.

It shall be unlawful and a misdemeanor for any person to violate any provision of a holding tank waste discharge permit or this subsection L5-2.8. In addition, any person who intentionally or negligently violates any provision of a holding tank waste discharge permit or this subsection 15-2.8 may be liable in a civil action for an amount not to exceed $6,000 for each day in which the violation occurs. $ 15'2.9. Industrial User and Wastewater.
$ 15-2.9.1. Definitions. [Ord. #13-041

CATEGORICAL PRETREATMENT STANDARD OR CATEGORICAL

STANDARD
-
Shall mean any regulation containing pollutant discharge limits promulgated by EPA in accordance with Section 307(b) and (c) of the Act (33 U.S.C. $ 1317) which apply to a specific category of Users and which appear in 40 CFR Chapter I, SubchapterN, Parts 405-471.

INDUSTRIAL CONNECTION SEWER
-
Shall mean any sewer connecting a
building, building sewer, process facility or drainage system to the public sewer for purposes of conveying industrial wastewater.

INDUSTRIAL USER
-
Shall mean any user who discharges nondomestic wastewater to the public sewer or city-owned treatment and/or disposal site. In this section industrial user may be referred to as the "discharger."

INDUSTRIAL WASTEWATER
-
Shall mean all water-carried wastes and wastewater
from any producing, manufacturing, processing, institutional, commercial, agricultural or other operation where the wastewater discharge includes significant quantities of wastes of nonhuman origin.

PERSON
-
Shall mean any individual, partnership, co-partnership, firm, company, corporation, association, joint stock company, trust, estate, governmental entity, or any other legal entity; or their legal representatives, agents, or assigns. This definition includes all Federal, State, and local governmental entities. 15:27
5 ts-2.9.2 FIREBAUGH CODE
S 15-2.9.2. Discharge Permit-Requirements Generally. [Ord. #13-041 5 ts-2.9.2
a. No person shall discharge or cause to be discharged any industrial wastewaters directly or indirectly to sewerage facilities owned by the city without first obtaining a city permit for industrial wastewater discharge from the city manager, upon recommendation by the city engineer.
b. The permit for industrial wastewater discharge may require pretreatment of industrial wastewaters before discharge, restriction of peak flow discharges, discharge of certain wastewaters only to specified sewers of the city, relocation of point of discharge, prohibition of discharge of certain wastewater components, restriction of discharge to ceftain hours of the day, payment of additional charges to defray increased costs of the city created by the wastewater discharge and such other conditions as may be required to effectuate the purpose of this chapter.

Specific discharge limits, as specified in the National Categorical Pretreatment Standards or the city's waste discharge order shall be included in each permit:
provided, however, that if no such limit has been established, the city engineer shall ascertain the limit to be applied to the discharger and such limit shall be incorporated in the permit. Those limits set by the city engineer shall be no less stringent than applicable State and National Categorical Pretreatment Standards or limits listed in the city's industrial waste discharge order from the Central Valley Regional Water Quality Control Board.
c. No person shall discharge industrial wastewaters in excess of the quantity or in violation of quality limitations set by the permit for industrial wastewater discharge.

Any person desiring to discharge wastewaters or use facilities which are not in conformance with the industrial wastewater permit or desiring to change its discharge parameters, shall apply to the city for an amended permit. An amended permit shall be secured before discharging at limits which violate the current permit condition. New or increased contributions of pollutants to the city sewerage system by industrial users, where such contribution do not meet applicable Categorical Pretreatment Standards or the city's waste discharge order and the requirements set forth in this chapter or where such contributions would cause the city to violate its waste discharge requirements, are prohibited, and no amended permit shall be issued for such contributions.
d. A schedule for complying with any industrial effluent limitations, self-monitoring requirements or other requirements deemed necessary by the city engineer to ensure compliance with city, county, State or Federal rules and regulations shall be submitted to the city for approval. The city engineer may require compliance schedule progress reports, a report on final compliance with effluent limitations and standards, and periodic reports on continued compliance. e. At least once evety two years or more often if tests indicate effluent violates the city discharge order, the city engineer shall evaluate whether each significant industrial user needs an accidental discharge/slug control plan. The city engineer may require any user to develop, submit for approval and implement such a plan.

Alternatively, the city manager, on recommendation of the city engineer, may develop such a plan for any user. An accidental discharge/slug control plan shall address, at a minimum, the following:
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5 ts-2.9.2 sEwER AND WATER $ 15-2.9.4
Description of discharge practices, including non-routine batch discharges; Description of stored chemicals;
Procedures for immediately notif,iing the city engineer of any accidental or slug discharge, and
Procedures to prevent adverse impact from any accidental or slug discharge.

Such procedures include, but are not limited to, inspection and maintenance of storage areas, handling and transfer of materials, loading and unloading operations, control of plant site runoff, worker training, building of containment structures or equipment, measures for containing toxic organic pollutants, including solvents, and/or measures and equipment for emergency response.

S 15-2.9.3. Discharge Permit-Change of Restrictions. [Ord. #13-04] a. The city may change the restrictions or conditions of a permit for industrial wastewater discharge from time to time as circumstances may require, including, but not limited to, resulting from new or updated State regulations impacting the sewer facilities owned andlor operated by the city and/or water quality. b. The city shall allow an industrial discharger 120 days following written notice of changes to comply with any changes in the industrial wastewater permit required by the city.
$ 15-2.9.4. Discharge Permit-Assessment of Fines to Discharger by the City. [Ord. #13-041
a. The city manager, on recommendation of the city engineer, shall issue a notice of violation to a discharger that does not comply with the requirements listed in that discharger's city discharge permit for industrial wastewater discharge. Such notice may require the payment of fines, which may include a monetary equivalent amount equal to the cost of pre-treatment improvements, flow equalization improvements, source control improvements, implementation of wastewater control programs, or any other costs that would have been required of the discharger to maintain compliance with the city permit industrial wastewater discharge permit. The fine may also include monetary amounts allowing the city to recover its costs for discovering, assessing and collecting the fine related to noncompliance with the industrial user's city permit for industrial wastewater discharge. Alternatively, in the event the costs described above are difficult to determine or estimate, fines up to $1,000 per violation per day may be assessed depending on the severity and history of the problem, effluent content and other treatment related matters. Fines imposed pursuant to this section shall be reported to the city council by the city manager. The discharger may appeal these fines to the city council pursuant to subsection 15-2.9.7.
b. Violations or fines assessed to the city from Federal, State or county entities for wastewater discharges reasonably attributed to the failure of an industrial user to comply with its city permit for industrial wastewater discharge, shall be assessed to that discharger as part of the fine for noncompliance with the requirements of that 1 2
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$ ls-2.e.4 FIREBAUGH CODE $ r5-2.9.6
discharger's industrial wastewater discharge permit with the city.

Assessment of fines shall not diminish the city's rights to recover damages resulting from the industrial wastewater discharger's activities which violate permit conditions.
$ 15-2.9.5. Discharge Permit-suspension-Conditions for Reinstatement. [Ord. #13-o4l
a. On recommendation of the city engineer, the city manager may suspend a permit for industrial wastewater discharge when such suspension is necessary in order to stop a discharge which presents an actual or threatenedhazard to the public health, safety or welfare, to the local environment, the city's sewerage system or the city's water system.
b. Any discharger notified of a suspension of its industrial wastewater permit shall immediately cease and desist the discharge of all industrial wastewater to the sewerage system. In the event of a failure of the discharger to comply voluntarily with the suspension order, the city manager, on the recommendation of the city engineer, shall take such steps as set forth in this chapter to ensure compliance. c. The city manager, on the recommendation of the city engineer, shall reinstate the industrial wastewater permit upon proof of satisfactory compliance with all discharge requirements of the city.
$ 15-2.9.6. Discharge Permit-Revocation. [Ord. #13-04]
The city manager, on the recommendation of the city engineer, may revoke a wastewater discharge permit for good cause, including, but not limited to, the following reasons:
a. Failure to notify the city engineer and city manager of significant changes to the wastewater prior to the changed discharge;
b. Failure to provide prior notification to the city engineer and city manager of significant changed conditions, including, without limitation, facility expansion, significant change in procession operations, major equipment changes/ modifications which may have a material impact on effluent discharge; c. Failure to secure necessary business permits when required; d. Misrepresentation or failure to fully disclose all relevant facts in the wastewater discharge permit application;
e. Falsifying self-monitoringreports;
f. Tampering with monitoring equipment;
g. Refusing to allow the city engineer or his designee timely access to the facility premises and records;
h. Failure to meet effluent limitations;
i. Failure to pay fines;
15:30
$ ls-2.9.6 SEWER AND WATER $ l5-2.e.10
j Failure to pay sewer charges;
k. Failure to meet compliance schedules;
L Failure to complete a wastewater suryey or the wastewater discharge permit application;
m. Failure to provide advance notice of the transfer of business ownership of a permitted facility;
n. Violation of any pretreatment standard or requirement, or any tetms of the wastewater discharge permit or this chapter; or
o. Wastewater discharge permits shall be voidable upon cessation of operations or transfer of business ownership. All wastewater discharge permits issued to a particular user are void upon the issuance of a new wastewater discharge permit to that user; or
p. Failure to maintain appropriate land use permit (i.e., CUP, site plan review).

S 15-2.9.7. Appeal. [Ord. #13-04]
The discharger may, within l0 business days of notice of an adverse decision under this section, appeal the decision to the city council by filing written notice of appeal with the city clerk. The council shall fix a time and place for hearing such appeal. The clerk shall give notice to the discharger for the time and place of the appeal by serving it personally 6y U.S. Mail to the discharger's last known address. The council's decision shall be final. $ 15-2.9.8. Restrictions or Refusal of Service Pursuant to Availability of City's Facilities. [Ord. #13-04]
a, If sewerage capacity is not available, the city may require the industrial wastewater discharger to restrict its discharge until sufficient capacity can be made available. b. When requested, the city will advise persons desiring to locate new facilities as to the areas where industrial wastewater of their proposed quantity and quality can be received by available sewerage facilities.
c. The city may refuse service to persons locating facilities in areas where their proposed quantity or quality of industrial wastewater is unacceptable in the available treatment facility.
$ 15-2.9.9. Damage Caused by Prohibited Discharge, Slug Discharges, or by Other Causes. [Ord. #13-04]
Any industrial wastewater discharger who discharges or causes the discharge of prohibited wastewaters or slug discharges which cause damage to city's facilities (included but not limited to wastewater treatment plant, water system, streets), detrimental effects on treatment processes, or any other damages resulting in costs to the city shall be liable to the city for all damages occasioned thereby. $ 15-2.9.10. Existing Dischargers. IOrd. #13-041
15:31
$ ls-2.9.10 FIREBAUGH CODE $ 1s-s.2
a. All persons discharging industrial wastewater directly or indirectly to the city's municipal sewer system or city-owned treatment andlor disposal facilities prior to the effective date of the ordinance codified in this chapter and who have obtained a permit or approval of industrial wastewater discharge from the city are granted a temporary permit to discharge industrial wastewaters. [Ordinance #13-04' codified herein as subsection 15-2.9 became effective September 4,2013.1 b. This temporary permit shall expire six months after notification by the city manager that a new permit is to be obtained, or after two years from the effective date of the ordinance codified in this chapter, whichever should first occur. c. 120 days prior to the expiration of the temporary permit, the industrial wastewater discharger shall apply for and obtain a permit for industrial wastewater discharge.

S 15-2.9.11. Industrial Wastewater Discharger Charges. [Ord. #13-041 a. For connection of an industrial structure, works or establishment, the charge shall be determined by the city manager, and approved by the city council based on quantity in relation to single-family units, plus unusual strength and characteristics of the wastewater to be received.
b. Dischargers with unusual industrial wastewater circumstances due to wastewater characteristics or amount of wastewater flow may, at the discretion of the city council, enter into a discharger-specific agreement with the city for establishing the charges to the discharger for the treatment of its wastewater flows. The dischargerspecific agreement must allow the city to recover all costs occasioned by the treatment of that discharger's industrial wastewater flows including but not limited to capital costs, legal costs, engineering costs and operational costs' $ 15-3. SALE OF WATER TO WATER TRUCKS. [Ord. #308, S21; Ord. #90-7, S1; Ord. #96-2, 53; Ord. #98-1, S3l
The water manager shall be authorized to sell water to water trucks at a metered outlet for a reasonable price to be fixed by the water manager. $ 15-4. PENALTY. [Ord. #308, S22l
Any person committing any act declared by this chapter to be a misdemeanor shall be liable, after conviction, to the penalty stated in Chapter 1, section 1-5' $ 15-5. CONSTRUCTION OF OFF-SITE WATER MAINS.

S 15-5.1. Developer to Assume Cost of Water Main Extensions. [Ord. #81-7, 51] If it becomes necessary to extend off-site water mains in order to serve a new development, the cost of the extension, hereinafter called "off-site main," will be the responsibility of the developer, however the developer will not be required to provide, at the developer's expense, a line exceeding 10 inches in diameter. The city reserves the right to increase the diameter of the off-site main upon the condition the cost to the developer will not exceed the construction costs of the extension. l5:32
$ l s-s.2 SEWER AND WATER $ ls-5.6
S 15-5.2. Approval of Plans by Engineerl Cost of Distributing Mains Not to Be Included in Agreement. [Ord. #81-7, S2l
The plans and specifications for the off-site main must be approved by the city engineer.

The engineering costs for the preparation of plans, specifications and staking of the offsite main incurred by the developer may be included in the agreed construction costs as provided for in this section. The cost of distribution mains within the development boundary and their appurtenances shall not be included in the off-site main repayment agreement.
$ 15-5.3. Procedure for Construction of Off-Site Mains; Ownership After Completion by the City. [Ord. #81-7' 53]
a. Sealed bids shall be submitted in writing for the construction of the off-site main directly to the city manager. These bids shall be opened on a predetermined date agreeable to the developer and the city, both of whom reserve the right to reject any or all bids.
b. The construction cost of the off-site main shall be determined prior to the commencement of construction, and shall be approved by the city manager.

However, the final award of the bid for the construction will be the responsibility of the developer.
c. Upon completion, the off-site main shall become the property of the city and the city shall have exclusive control of connections to the main. $ 15-5.4. Agreement Regarding Reimbursement to the Developer for Costs in Excess Attributable to His Development. [Ord. #81-7' 54] Prior to commencement of any construction the city and developer involved shall execute an agreement providing for the equitable reimbursement to said developer of the cost of said lines in excess of those costs attributable to his development. Said agreement shall specify those differential costs and the applicable zones of benefit on adjacent property subject to reimbursement shall be made by imposing connection charges on subsequent developers within said zone of benefit based upon a pro rata formula set for in the agreement.

S 15-5.5. Connection Charges for Adjacent Property to Reimburse Original Developer. [Ord. #81-7, 55]
The city shall impose, as a condition of development on said adjacent properfy within the established zone of benefit under said agreement, appropriate connection charges to reimburse the original developer for the excess costs as established in said agreement.

All sums so charged and collected by the city shall be paid to the original developer, his successors, assigns or designee, provided that no sums collected in excess of the differential cost as established by said agreement shall be reimbursed. s 15-5.6. Engineering costs and Inspection charges to be Included in Construction Costs. [Ord. #81-7, S6l
The engineering costs, in an amount approved by the city manager, shall be included in 15:33
$ l s-s.6 FIREBAUGH CODE $ 1s-6.s
the cost of construction as well as the costs of the city inspection which shall be paid to the city by the developer. No interest shall apply to off-site main construction costs. $ 15-6. CONSTRUCTION OF OFF-SITE SEWER MATNS.

S 15-6.1. Developer to Assume Cost of Sewer Main Extensions. [Ord. #81-5' 51] If it becomes necessary to extend sewer mains in order to serve a new development, the cost of the main extension, hereinafter called "off-site main", will be the responsibility of the developer, however the developer will not be required to provide, at the developer's expense, a line exceeding eight inches in diameter. The city reserves the right to increase the diameter of the off-site main upon the condition the costs to the developer will not exceed the actual construction costs of the same extension if the eight inch pipe has been used.
$ 15-6.2. Approval of Plans by Engineer; Cost of Mains Not to be Included in Agreement. [Ord. #81-5, 52]
The plans and specifications for the off-site main must be approved by the city engineer.

The engineering costs for the preparation of plans, specifications and staking of the offsite main incurred by the developer may be included in the agreed conshuction costs as provided for in this section. The cost of mains within the development boundary shall not be included in the off-site main repayment agreement. $ 15-6.3. Procedure for Construction of Off-Site Mains; Ownership After Completion by the City. [Ord. #81-5, S3l
a. Sealed bids shall be submitted in writing for the construction of the off-site main directly to the city manager. These bids shall be opened on a predetermined date agreeable to the developer and the city, both of whom reserve the right to reject any or all bids.
b. The construction cost of the off-site main shall be determined prior to the commencement of the construction, and shall be approved by the city manager.

However, the final award of the bid for construction will be by the developer and the cost of construction will be the responsibility of the developer. c. Upon completion, the off-site main shall become the property of the city and the city shall have exclusive control of connections to the main.

S 15-6.4. Agreement Regarding Reimbursement to the Developer for Costs in Excess Attributable to His Development. [Ord. #81-5, 54] Prior to commencement of any construction the city and developer involved shall execute an agreement providing for the equitable reimbursement to said developer of the cost of said lines in excess of those costs attributable to his development. Said agreement shall specifz those differential costs and the applicable zones of benefit on adjacent property subject to reimbursement shall be made by imposing connection charges on subsequent developers within said zone of benefit based upon a pro rata formula set forth in the agreement.
15:34
$ l5-6.5 SEWER AND WATER $ 1s-6.7
S 15-6.5. Connection Charges for Adjacent Property to Reimburse Original Developer. [Ord. #81-6, S5l
The city shall impose, as a condition of development on said adjacent property within the established zone of benefit under said agreement, appropriate connection charges to reimburse the original developer for the excess costs as established in said agreement.

All sums so charged and collected by the city shall be paid to the original developer, his successors, assigns or designee, provided that no sums collected in excess of the differential cost as established by said agreement shall be reimbursed. $ 15-6.6. Engineering Costs and Inspection Charges to be Included in Construction Costs. IOrd. #81-6, 56]
The engineering costs, in an amount approved by the city manager, shall be included in the cosi of construction as well as the cost of the city inspection which shall be paid to the city by the developer. No interest shall apply to off-site main construction costs.

S 15-6.7. Mandatory Connection to Municipal Water and Sewer Service. [Ord. #07-07, su
All residences, businesses and structures in need of water or sewer service in the City of Firebaugh shall be connected to the municipal water system and sewer system. For new residences, businesses and structures, said connections shall be made before an occupancy permit can be granted by the city. For residences, businesses and other structures which are not connected to the municipal water and sewer system on the date this subsection becomes effective,t said connection shall be made to the water and or sewer system when the municipal water or sewer main is installed in the public or other right-of-way or easement within 100 feet of the property line. The connection to the municipal water and sewer system shall be made at the property owner's sole cost.

2. Editor's Note: Ordinance No,07-0?, codified herein as subsection l5-6.7, was adopted November l9'2007 l5:35
Appendix D

CITY OF FIREBAUGH

MUNICIPAL CODE
ADDITIONS TO CHAPTER 15
15-2.1.2-1 lnterce Reouired
Any type of business or establishment where grease or other objectionable materials may be discharged into a public or private sewage main or disposal system shall be required to provide a grease, oil and sand interceptor when in the opinion of the city one is necessary for the proper handling of liquid wastes, containing grease in excessive amounts, or any flammable wastes, sand and other harmful ingredients. lnterceptors shall conform to the following:

A. The size of grease interceptors shall be determined as described in the Uniform Plumbing Code and as approved by the city.

B. lnterceptors shall be so installed and connected that they shall be at alltimes easily accessible for inspection, sample collection, cleaning and removal of grease and other ingredients.

C. Waste discharge from fixtures and equipment in establishments which may contain grease or other objectionable materials including, but not limited to, scullery sinks, pot and pan sinks, dishwashers, food waste disposals, soup kettlers, and floor drains located in areas where such objectionable materials may exist, may be drained into the sanitary waste through the interceptor when approved by the city provided however, that toilets, urinals, wash basins, and other fixtures containing fecal material shall not flow through the interceptor.

D. Discharges entering interceptors shall not exceed one hundred ten degrees Fahrenheit (110oF).

E. Abandoned interceptors shall be emptied and filled as required for abandoned septic tanks.
1 5-2.1.2.2 Maintenance of lnterceptors
All grease, oil and sand interceptors shall be maintained by the owner, at his expense, in a continuously efficient operation at all times.

All grease, oil and sand interceptors shall be maintained by periodic removal of the accumulated grease. The use of chemicals to dissolve grease is specifically prohibited.

No accumulated grease shall be introduced into any drainage piping or public or private sewer.

The discharger shall develop and maintain a record of periodic maintenance, and pumping of the grease interceptor. Records shall be retained for a period of not less than three (3) years. A copy of the cleaning record shall be maintained at the facility and made available to the city upon request,
Pumping shall be sufficiently frequent to prevent objectionable odors, surcharge of the removal device causing pass through or interference with the operation of the sanitary sewer system.

When a grease interceptor is cleaned, the removed sediment, liquid and floating material shall be legally disposed of in a manner other than to the city's collection system.

All interceptor owners shall provide immediate access to the interceptor chambers at all times for the purpose of inspection, sampling, cleaning and maintenance. At no time shall any material, debris, obstacles or other obstructions be placed which will prevent immediate access to the interceptor.

Regular inspection of grease interceptors will be conducted by the city, the frequency of which will be determined by the Public Works Director.
15-2.8 Maintenance of Sewer Laterals
Building sewers shall be maintained by the owner of property served hereby. Sewer lateralswill be maintained by the City. All properties will be required to have a four-inch sewer cleanout or the same size as the lateral sewer installed to city standards at property line and accessible for maintenance crews. lf a cleanout is not available at the property line, the city shall not be responsible for maintenance of the sewer lateral until such time as a cleanout meeting city standards is installed at property line at the request of the property owner.
15-4.1 Enforcement
ln addition to the enforcement policies and procedures stated in Chapter 1, Section 1-5 (Ord.#308 ,522), the following shall also apply specifically to enforce regulations as may be necessary for safe, economical and efficient management and protection of the City sewage system, the City sewage treatment and disposal works. ln the event of a violation of any of the laws of the state, the ordinances of the City or rules and regulations so established referring to the discharge of sewage, the City shall notify the person or persons causing, allowing or committing such violation, in writing, specifying the violation and requiring or implementing any of the following actions as determined by the City:

A. Require the user to submit, for approval, a detailed time schedule of specific actions the user shall take in order to correct or prevent said violation.

B. Require user to cease or prevent further violation within five days after the receipt of such notice.

C. lmmediately disconnect sewer service.

D. When discharge of wastewater causes an obstruction, damage, or other impairment to public sewerage facilities, the City Manager may assess a charge against the user for work required to clean or repair the facilities and add such charge to the user's charges for use of public sewerage facilities.

E. Any person violating any of the provisions of this chapter shall be liable to the City for any expense, loss or damage occasioned the City by reason of such violation.

Appendix E

INSERT COPY OF APPROVE,D RESOLUTION
AND

COPY OF CERTIFICATION FORM
Appendix F
Category 1 Sanitary Sewer Overflow
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1 - Spill Type:
*2
- Estimate spill volumes
Estimated spill volume that reached a separate storm dmin that tlows to a surface body?
b) Estimated spill volume recovered from
water body? (Do not include water
c) Estlmated spill volume lhat reached a dralnage channel that flows to a sudace water d) Estimated spill volume recovercd from a drainage channel that flows to a surfae body?
e) Estimated spill volume discharged directly to a surface water body? 0 Estlmated spill volume recovered from surtace water body? g) Eslimated spill volume discharged to land? (lncludes discharges directly to land' and to a stom drain system or drainage channel that flows to a stom water slructure, tield, or other non€uface water location.)
h) Esllmated spill volume recovered from the discharge io land? (Do not include water for clean{p)
*3
- Did the spill discharge to a drainage channel and/or suttae water? *4
- Did the spill reach a stom drainpipe that is not part of a combined sewer system? *5
- lf spill reached a separate stom drainpipe, was all ol the wastewater fully captured from the separate stom drain and returned to the sanitary sewel system? Physical Location Delails
*6
- spill location name:
*7
- Latitude of spill location:
*8
- Longitude of spill location:
*9
- county:
- Regional Water quality Control Board:
11 - Spill location description:
gallons
nol a separate storm
Test
lst--l a"g. lSt--l .in. @1""c. on l5El56-tl7l o""imal desrees l-r7r-la"s.b0 --l mln. @ sec. onlli7iTSidilaecimal desrees ls*-,*"t --U
gallons
gallons
gallons
I'*M
Ir'r"M
Save Work in Progress
(a+c+e+g)
Estimated
Total spill volume
(a-b+c+e)
Estimated
Total splll volume
Estimated
Total splll volume
to Reach Land
(sl
Estimated
Total spill volume
Recovered
(b+d+t+h)
lo--
aftachment if lo€tion descriplion is mo.e than 2000 chataters) 55 - Sacramento
Splll Details
*12
- Number of appearance points:
* 13 - spill app."rance point:
(Hold Ckl key to Select Multiple answ€rs from the list) *14
. spill appe"rance point explanation:
(Required if spill appearance point is "Other" and/or multiple appearance points are selected) **15
- Final splll destlnation:
(Hold Ctrl key to Select Multiple answers from the list) Forc€ Main
Gravity Mainline
Beach ,a.

Building or Structure
combi;ed Stom Draln (combined CS only) v
l---------l MF{!i: liipf o"t" Fomat: MM/DD/YYYY
#IooE, 00 Date Fomat: MM/DD/VYYY
MjooEJ, fo6'u Date Fomat: MM/DD/yyyy
HFo^M't J6oEi Date Fomat: MM/DD/YYYY
inches
lCloanod-Up
lMitiqated Effects of Spill
lContained all or portion ot spill
f------l #1008, li6p o"t" Fo-at: Mil/DD/YYYY
l6 - Explanation of final spill
(Required if final spill destinalion
destination:
is "Other")
*17
. Estimaled spill start date/time:
*18
- Date and time sanltary sewer system agency was notified of or discovered spill:
*'19
- Estimaled Operalor arrival date/time:
**20
- Estimated spill end date/dme:
**21
. splll cause:
22 - Spill cause explanation:
(Required if spill Cause is "Othe/')
* *23 -\,t'rhere did failure occur?
24 - Explanation of Where Failu.e Occured:
(R€quired if Where FailuE Occured is'Other")
* *25 -Was this spill associated with a stom evenl?
25 - Diameter of sewer pipe at the point of blockage or failure:
27 - Matsrlal ol sewer pipe at the polnt of blockage or failure:
28 - Estlmated age of sewet assel at lhe point of blockage or tailule:
* * 29 - spill response activilies:
(Hold Ctrl key to Select Multiple ansers from the lisl) 30 - Explanation of spill response acllvities:
(Required if spill response activities is "Other", use attachment if the text is more than '1700 characters)
* * 31 - Spill response completion date:
* * 32 - spill conective aclion taken:
(Hold Ctrl key to Select Multiple answers from the list) 33 - Explanatlon of spill coneclive aciion taken:
(Required if spill @rec{ive action is'Other')
* " 34a - Is there an ongoing lnvesligallon?
34b - Reason foa ongoing investigation?
35 - Vlsual inspec.tion results frcm impacled receivlng water:
**36
- Health warnings posted?
**37
- Did the splll result in a beach closure (lfYES, answer questlons 38)? *"38
- Name of impacted beach(es) (enter NA if None):
39 - Name of impacted sudace water(s) (enter Un{amed Tributary to XXXXX where XXXXX is the name of firct named downstream trlbutary if receiving surface water body is un{amed):
lAdded sewer to prevenuve maintenance program /\
lAdiusted schedul€/melhod of preventive maintenance
lEniorcement action against FoG soure v
**,10 -Water quallty samples analyzed for:

Ctrl key to Select Multiple answers from the list)
41 - Explanation of water quality samples analyzed for:
if water quality samples analyzed lor is "Other chemiBl indicator(s)", "Biological or "Other")
**42 -Water quality sample resulls reported to:

Ctrl key to Select Multiple answers)
43 - Explanaiion ot water qualliy sample results reported io:
if water quality sample results reported to is "Othe/') ** 44 - Explanation of volume estimation methods used:
how you developed spill volume estimates for lhis spill) Details
45 - Cal OES Control Number
for Calegory I - see SSO Monitoring and Reporting Program Requirements):
46 - Cal OES Called Date/Time
for Category I - see SSO lilonitoring and Reporting Program Requirements):
*471a1-NameandTittle(contactpersonwhocananswerspecilicqueslionsaboutthis *47(b)
- contact Person Phone Number
Submit Drafl Ready to Certify
@ 20 1 3 State of California. gg4d!!g!s!Lugc Pdvacv Policv luounry Hsaln Agency
lRegional Watsr Quality control Board
lOlher (specify below)
#l00l]1J: 100|:J Date Format: MMIoD/YYYY
Save Work in Progress
Category 2 Sanitary Sewer Overflow

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Region 55 - Sacramento
State Water Resources Control Board
Demo South CS
General lnfo Spill Related Parties Attachments
- General Screen 2
Submit Drafl Ready to Certity
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Drafl On:

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1 - Spill Type: Category 2
*2
- Estimate spill volumes
a) Estimated spill volume that reached a separate stom draln that tlows to a surtace water body?
b) Estimated spill volume recovered from the separate stom drain that flows to a surface water body? (Do not include water used for clean{p) e) Estimated spill volume discharged direc.tly to a surtace water body? 0 Estimatsd spill volume rccovered from surface wat€r body? Estimated spill volume discharged to land? {lncludes dischatges ditectly to land, anoli66ll---l to a stom drain system or dEinage channel lhat flows to a stom water slructule, iield, or other non-surface water location,) h) Estlmated spill volume recovered from the discharge to land? (Do not include waler for clean{p}
c) Estlmated spill volume that reached a drainage channel ihat tlows to a surtace water 16-----l g611eng body?
d) Estimated spill volume recovered from a drainage channel thal flows to a surface E]] gulton" water body?
gallons
gallons
gallons
gallons
gallons
gallons
Spill did nol reach a separate siom
fest
l5a
--l a"g.lSt--l min. 15+.-iil sec. on l5a-ss-fi- oecimal desrees l-t zr I a"g. lg0 --l min. @l sec. on lli7iJ626?l aecimal desrees Sacramenio
*3
- Did the spill discharge to a drainage channel and/or surface watef II;EI *4
- Did the spill reach a stom drainpipe that is not part of a combined sewer system? l6M *5
- f spill reached a separate stom drainpipe, was all of the wastewater tully from the separate stom dlain and returned to the sanitary sewer system? Location Details
*6
- spill location name:
*7
- Latitude of spill location:
*8
- Longitude of spill location:
*9
- county:
*10
- Reglonal Water Quality Control Board:
l1 - Spill location descriplion:
(Use attachment if location desctiptjon is more than 2000 charaters) ]
I
c
Save Work in
Estimated
Total splll volume
to Reach Land
(s)
Esiimated
Total splll volume
Recovered
(b+d+t+h)
Estlmated
Total spill volume
(a+c+e+g)
Estimated
Total spill volume
to Reach Surtace Water
(a++c+e)
000
lR"sj-@
Details
*12
- Number of appearance points:
*13
. spill appearance point:

Ctrl key lo Select Multiple answ€rs from the list)
* l4 - spill appearance point explanation:
if spill appearance point is "Other" and/or multiple appearance points are selected) **15
- Final spill destinatlon:

Ctrl key lo Select Multiple answers from the list)
t6-
if final spill
of final spill
destination
destination:
is "other")
*17
- Estimated spill start date/time:
* 18 - Dats and tlme sanitary sewer system agency was notlfled ot or dlscovered splll:
*19
- Estimated operalor arlval date/iime:
**20
- Estimated splll end date/tlme:
**21 -spill cause:
22 - Spill cause explanation:
if spill Cause is'Other")
**23 -wherc did failure occur?
24 - Explanaiion of Where Failure Occured:
if Where Failure Occurred is "Othef)
**25 -Was this spill associated with a slom event?
26 - Diameler of sewer pipe at the point of blockage orfailure:
2? - Materlal of sewer pipe ai the polnt of blockage ot failure:
28 - Estlmated age ot sewer asset at lhe point of blockage or tailure:
** 29 - Spill response activities:

Ctrl key to Select Multiple answeB from the list)
30 of spill response actlvltles:
if spill response activities is "Othef', use attachment if the text is more than 1700 ** 31 - Spill response complelion date:
** 32 - Spill conective action taken:

Cul key to Select Multiple answers ftom the list)
33 - Explanalion of splll conective action laken:
if spill rcreciive action is "Other")
** 34a - ls there an ongoing lnvestigallon?
Explanaiion of volume estimation methods us€d:
how you developed spill volume estimates for lhis spill) *361a1
- Name and Tittle (contact person who can answer speclflc quFtions about this *36(b)
- contact Person Phone Number
Submit Drait Ready to Certify
l-E
Force Main
Gravity Mainline
lBeach
lsritoing o,
lcombined
Structure
Stom Draln (Combined CS only) V
ffiloo[l: loo[vJ Date Format: MM/DD/YYYY
#FoEJ' 166g Date Fomat: MM/DD/YYYY
MJo6pJ, FoEJ Date Format: MM/DD/YYYY
#Jd-o'lE, loo$ Date Formar: MM/DD/yyyy
in6hes
of Spill
all or portion of spill
#J00M, [66'EJ Date Format: MM/DDTYYYY
fAdded sewer to preventive maintsance program
lAdiusted schsdul€/melhod of Dreventive maintenance
fEn'forcement action against Fi)G soure v
Save Work in Progress
o 2013 Slate of California. Conditions of Use Privacv Policv Category 3 Sanitary Sewer Overflow

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Regional Water Board:

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e) Estimat€d spill volume discharged direcily to a sudace water body? f) Eslimated splll volume recovered from ssrface water body? g) Estimated spill volume discharged io land? {lncludes discharges direclly to land, and discharges to a stom drain system or dtainage channel that flows to a slom water lnflltration/retentlon structure, fleld, or other non€urface water location.) General lnfo Spill Related Parties Attachments
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1 - Spill Type:
*2
- Estimate Spill Valumes
a) Estimated spill volume that Teached a separate storm drain tbal flows to a suilace body?
b) Estimated spill volume recovered from the separate stom drain that flows to a water body? (Do not include water used for clean{p)
c) Estimated splll volume that reached a dralnage channel that flows to a surface water body?
d) Estimated spill volume recovered from a drainage channel lhat flows to a surface body?
h) Estimated splll volume recovercd from the discharge to land? (Oo not lnclude water used for clean{p)
*3
- Did the spill discharge to a drainage channel and/or suttace water? *4
- Did the spill reach a stom drainpipe that is not part of a combined sewer system? *5
- lf spill reached a sepamte stom drainpipe, was all ot the wastewater fully from the separate stom drain and returned to the sanitary sewer system? Locaiion Details
*6
- spill location name:
*7
. Latitude of spill location:
*8
- Longitude of spill location:
*9
- county:
*10
- Regional Water Quallty Control Board:

SSO Demo
Category 3
gallons
gallons
gallons
lb---lsaltons
16------lg"llon"
gallons
gallons
gallons
Spill did not reach a separate storm
l5a
--l a"e. lst---l.in. l6i37l-lse". degrees
li7i--l aeg. l5d-_-l min. p@ sec. on lli7t.-I6-i6-{ aecimal desrees Sacramen[o
FIYI
F-"E
Save Work in Progress
Recovered
Estimated
spill volume
(a+c+e+g)
Estimated
otalspill volume
Estimaled
Tolalsplll volume
Reach Sulface
(a&+c+e)
Estimated
spill
to Reach Land
(s)
J
1 l - Spill location descriptaon:
(Use attachment if location description is more than 2000 charaters) 55 - Sacramenlo
Spill Delalls
*12
- Number of appearance points:
*13
- spill appe"rance poinl:
(Hold Ctrl key to Select Multiplo answers from the list) * 14 - spill appeat"nce point explanalion:
if spill appearan@ point ls "Other" andior mulliple appearance points are selected) **15
- Final spill desllnation:

Ctrl key to Select Multiple answers from the list)
15 - Explanation offinal spill destination:
(Required iffinal spill destination is "Other")
*17
- Estimated spill start date/time:
*18
- Date and tlme sanitary sewer system agency was notified of or dlscovered spill:
*19
- Estimated Operaior arrival date/time:
- Estimat€d spill end date/tlme:
**21
- splll cause:
22 - Spill cause explanation:
if spill Cause is "Other')
**23 -\,trrhere did failure @cur?
24 - Explanation ot Where Failure Occured:
(Required lf Vvhere Failure Occured is "Other")
**25 -Was this spill associated with a stom event?
26 - Diameter ot sewer pipe at the point of blockage or failure:
27 - Materlal of sewer pipe at the point of blockage orfallure:
28 - Estimated age ot sewaa asset at the point of blockage or failure:
- Explanation of volume estimation methods used:
how you developed spill volume eslimates for this spill) *30(a)
- Name and little (contact person who can answer specitic questions about this *30(b)
- Contact Psrson Phone Number
Sukrmit Draft Ready to Certify
Building or Struclure
combi;ed Stom Drain (combined cs only) v
;ffiloolyJ: loolyJ Date Format: MM/oDTYYYY
HFoEJ, 160g Date Fomat: MM/DD/yyyy
!HJ6'0'p|, l00EJ Date Fomat: MM/DD/yyyY
#.F6EJ, i00M Date Fomat: MM/DD/YYYY
rE
Force Main
Gravity Mainline
Beach
inches
O 20 1 3 State of Califomia. Conditions of Use Privacv Policv Save Work in Progress
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6.1 NO SPILL CERTIFICATION
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WDID:

Region 55 - Sacramento
State Water Resources Control Board
Demo South CS
55SO1 0000
fest
J712412013
SWRCB
No Spill Certification:

I certify under penaliy of law that no spllls occurred for the month specified below. Based on my inqulry of the person or persons who managc the system, or those persohs diroctly responslble for gathering the infomation,lhe information submitted is, to the best of my knowledge and belief' true, accurale, and complete. I am aware that there are significant penalities for submitting false informatlon, including the posslbillty of a fine or lmprlsonment, for knowlng violations' Cllcklng the "Certify" button below indicates my certiflcation of this rapojt and my understandlng of the above conditions,
Month/Yoar Without Spills:*
fest
3 Certifier Name:*
Certifier Title:-
Executed On:*
Executed At:*
honrns wlrlt No DDtrt uctuilgdfrgr
No Splll Certiticate lor the Month
of
Entered Date/Time Certlfled
UserlD
Certifled
Name
Cedifi/
Confirmation
Number
2362863 February 2013 2013-7-19.13.39_ 26.0 SSO Demo d
2362859 January 2013 2013-7-17.14.51. 11. O SSO Demo test 2306210 September 201 1 201 1-'t't-10.9.34. 37. 0 SSO Demo Test 2294930 January 2011 20't 1 -7 -'t 5. 1 1.57. 22. O SSO Demo 2253851 July 2010 20'10-8-'19.8.59. 38. 0 SSO Demo
2247649 June 2010 2010-7-7.13.43.35. 0 SSO Demo
2239286 April 2010 20104-29.11.10. 18.0 SSO Demo
2212902 December 2009 2009-1 1-9.8.19.48. 0 SSO Demo
82'1795 December 2009 20094-9.7.47.6. O SSO Demo
2199725 August 2009 2009-8-31.7.1 8. 33. 0 SSO Demo
2186309 July 2009 2009-7-13.10.4.36.0 SSO Demo
2'186308 July 2009 2009-7-13.9.47.7- O SSO Demo
a294',1'l June 2009 2009-5-27 .16.5. 12. O SSO Demo
821794 April 2009 20094-9.7.42.29.0 SSO Demo
82MO2 March 2009 2009-5-1 1 .8.26. 1 5. 0 SSO Demo
821793 March 2009 20094-9.7-41.39.O SSO Demo
821792 March 2009 20094-9-7 .28. 7. O SSO Demo
803308 November 2008 200s-1 1-12.'1 5.7. 17. 0 SSO Demo 2008-11-12.',1O.16. U.
0 803281 October 2008 SSO Demo
803282 October 2008 2008-11-12.10.18.7. 0 SSo Demo
e2179'l April 2008 20094-9.7.25. 16.O SSO Demo
2'18215/. February 2008 2009-7-1.10.40.39.0 SSO Demo
803303 January 2008 2008-11-12.14.1.34, O SSO Demo
21748/.8 December 2007 2009-6-22.',13.7. 40. 0 SSO Demo 2232727 January 2007 20'10-3-8.'1 1.33. 49. 0 SSO Demo
2244324 August 2006 2010-7-'12.9.40. 51.0 SSO Demo
491397 February 2006 20074-10.9.41. U.0 SSO Demo
O 2012 State of Califomia. Conditions of Use Privacv Policv

CITY OF FIREBAUGH

COLLECTION SYSTEM RESPONSE FORM
Note arrivol time to scene
METHoD 1: EYEBAIL ESTIMATE METHOD AND KICK THE BUCKET
the dmount woter that would spill a bucket or bqrrel. This method is only useful lor small spills Spill Appearance Point
Final Spill Destination
Start Date/time
Spill Cause
Explanation of WhereFailure OccurredWhere did the failure occur Spill Response Activities
Catergory 1category 2
3 SPILL DETAILS
Date:
f] cleaned UpI Mitigated Efiects of Spill
I Restored Flow! Returned all spill to sanitary Sewer
Time:
ntr
n
Lateral
ManholePump Station
! Surface WaterI streevcurb and GutterI Unpaved Surface ! Forced Main
fl Gravity Mainline
Lateral Cleanout
I Storm Drain
! Paved Surface
Ives n Storm Drain Percolation Pond
n vrs
fl ro
nruo
Name of First Responderlocation of spillls the spill greater than 1,000 gallonsDid the spill reach a storm drain, Catch basin or creek?
Date and Time of Arrival Date: Time:

Pump Station Failure - Power
I Pump Station Failure - Program
n Pump Station Failure - Mechanical
E Root lntrusionI Vandallsm
I Force Mainn cravity Mainline
! Manhole
! Lateral
LJ Pump StationE otn",
Debri lrom Construction
fl Grease (FOG)
X Flow Exreeded capacity! Debri - Rags
n Pipe Structual Problem
ll End Date and Time Date: Time:

Recovered Spill Volume
gallonsgallons
Estimated spill volume recovedfrom a storm drain that flowsto the surface water body Estimated spill volume recoved
from the discharAe to land
Spill Volume
gallons
gallons
Estimation Methodology for Spill Volume
tr
Eyeball Estimation Method
Pick and Vent Hole Method
Estimated spill volume that reached
a storm drain that flows to a surfacewater bodv.

Estimated spill volume discharged
to land.

Total
volume
Multiplier
X1X5
x32
x55
Total Volume of Spill
Sizeof bucket{s} How many
or barrels
1sa water ius
5 sa bucket32 sa barrel55 sa drum
submit Draft report within 3 business days of becoming aware of theSSO and certifv within 15 calendar davs of 5SO end date.

Submit Draft report within 3 business days of becoming aware oftheSSO and certifv within 30 calendar davs of S5O end date.Submit certified report within 30 days swQcB WATER DtVtStON
559-447-3300
SWQCB
559-445-5278
oEs
7-800-852-7550
Appendix U

DATE SSMP

ETEMENT

SECTION

CIW OF FIREBAUGH

SEWER SYSTEM MANAGEMENT PIAN

CHANGE LOG

DESCRTPTTON OF CHANGE/REVTSTON MADE
Revised goals
lncluded monitorin and re uirements

AUTHORIZED BY
tr/rl2022 1. Michael Molina
ruu2o22 2
Revised contact list
I ncluded monitoring and reporting requirements Michael Molina 77/t/2022 4
Added pump maintenance narrative
included monitoring and reporting requirements Michael Molina rt/Ll2022 6
Added sewer overflow volume estimation narrative
lncluded monitoring and reporting requirements and Michael Molina

1.t/rl2022 7 Added a public outreach narrative Michael Molina L1.lt/2022 8 lncluded monitoring and reporting plan requirements Michael Molina n./1./2022 9 lncluded monitoring and reporting plan requirements Michael Molina I ii'
rtr ii
TO:

FROM:

DATE:

SUBJECT:

Felipe Perez and Council Members
Mario Gouveia, Ciry Engineer
February 6,2023
Resolution No. 23-03 Accepting Completion for the 22/23 SBI Slurry Seals Project, Authorizing the Deputy City Clerk to file a Notice of Completion with Fresno County, and Authorizing the City Manager to Make Final Payment of Retention Monies to VSS International, Inc.

RECOMMENDATION
Council by motion adopt Resolution No. 23-03
1 . Accept Completion of 22123 SB I Slurry Seals project.

2. Authorize the Deputy City Clerk to record a Notice of Completion with Fresno County.

3. Authorize the City to make payment of retention monies to VSS International, Inc. following the expiration of 35 days from the date of recordation of the Notice of Completion.

BACKGROUND:

The City of Firebaugh advertised the22/23 Slurry Seals project on August 24,2022, and bids were opened on September 08, 2022. VSS International submitted the lowest responsive and responsible bid and was awarded a contract for $123,123.00.

The project's construction phase started on October 14, 2022, and the major work consisted of furnishing and applying pavement crack sealing, finishing and apply slurry seal, and furnishing and applying pavement markings on various streets in the Cify of Firebaugh.

The Contractor completed all work within the time required in the Contract Documents. A final inspection was performed, and the work was found to be in compliance with the plans and specifications. Therefore, the work should be accepted as complete, and a Notice of Completion filed. If no claims are filed within 35 days after recordation, retention in the amount of $6,198.75 should be paid to VSS International, Inc.

FISCAL IMPACT:

The final construction contract cost inclusive of all authorized work was $123,975.00. Construction of this project will be paid using City Funds.

A summary of contract costs are as follows:

PROJECT COST SUMMARY
Contract Amount
l$
123,123.00
Change Order No. 1 (Balancing Change Order)
l$
852.00
Actual Construction Cost
l$
123,975.00
ATTACHMENTS:

L Resolution No. 23-03

2. Notice of Completion
V:\COF\745\3 7\docs\staff-rpt-reso\Accept
RESOLUTION NO.23-03

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF FIREBAUGH ACCEPTING COMPLETION OF 22123 SBI SLURRY SEALS PROJECT, AUTHORIZING TIIE CITY CLERK TO RECORD A NOTICE OF COMPLETION WITH FRESNO COT]NTY AND AUTHORIZING TIIE CITY MANAGER TO MAKE FINAL PAYMENT OF RETENTION MONIES TO VSS INTERNATIONAL, INC.

WHEREAS, the City advertised the Project on August 24,2022; and WHEREAS, the City received and publicly opened bids on September 08,2022; and WHEREAS, the City Council awarded a contract to VSS International, Inc. in the amount of $123,123.00, on September 19,2022; and
WITEREAS, the Public Works Department and City Engineer have completed a final inspection of the Project and recommend final acceptance; and
WHEREAS, upon approval of the final acceptance of the Project by the City Council, the City Clerk will record a Notice of Completion with Fresno County and the City Manager will release the retention monies due the Contractor 35 days after the recording date.

NOW, THEREFORE, by the City Council of the City of Firebaugh, County of Fresno, California, resolves as follows:

1. Adopts a Resolution to accept the 22123 Slurry Seals project as complete.

2. Authorizes the City Clerk to record a Notice of Completion with Fresno County.

3. Authorizes the City to make final payment of retention monies to VSS International 35 days after the recording date.

The foregoing resolution was introduced and adopted at a regular meeting of the City Council of the City of Firebaugh held on the 6th day of February 2023, by the following vote, to wit:

AYES:

NOES
ABSENT
ABSTAIN:

APPROVED: ATTEST:

Felipe Perez, Mayor Rita Lozano, Deputy City Clerk
ATTEST:

I, hereby ce(ify that the forgoing resolution was regularly introduced, passed and adopted at a regular meeting ofthe City Council ofthe City of Firebaugh this 6th day ofFebruary 2023.

Rita Lozano, Deputy City Clerk of the City of Firebaugh

Page 1 of 1 ends

Firebaugh City CouncilFebruary 6, 2023

Firebaugh City Council
February 6, 2023