San Mateo City Council
April 21, 2025

City of San Mateo
Code of Safe Practice

FOR IMMEDIATE RELEASE
Initial date:

Revised date:

Questions or comments regarding
this Code of Safe Practice should
be directed to the Safety Director.

Vacuum Truck (Vac-Con)

SAFE PRATICE RULES

1. Pre-operational equipment (including rental equipment). Be familiar with operator’s manual.

2. Examine for worn or frayed hoses and lines. Check valves and hose connections for signs of leakage.

3. When swinging boom, change direction slowly.

4. Only one person operates the boom and one-person signals and assists the operator.

5. When positioning truck to work, be extra cautious of personnel and other equipment.

6. Properly secure all equipment and miscellaneous items before leaving yard or job site.

7. Do not load dump body beyond rated capacity.

8. Be aware of possible load surge when turning or braking.

9. Check to see that tailgate is properly secured after dumping.

10. Use safety stand when working under raised dump body.

11. Keep cab clean.

12. Use hearing protection.

PERSONAL PROTECTIVE EQUIPMENT
Protection Area PPE Required
Eye Wear safety glasses with side shields or goggles.

Face
Hand Work gloves.

Head Hardhat.

Foot Safety steel or composite toe safety shoes or boots.

Body Proper protective clothing.

Respiratory N95 dust mask when appropriate.

Hearing Wear earplugs or earmuffs as necessary.

I, (print name) have read and understand
the safe work practices listed above and will operate the designated machine in accordance with them, the manufacture’s operating instructions and the supervisor’s instructions.

Signature: Date:

DISCLAIMER
This publication is designed to provide accurate and authoritative information in regard to the subject matter covered. Although all of the material contained herein was carefully selected and reviewed, company claims no liability for its accuracy and specifically disclaims any warranty, real or implied, as to its accuracy. The parties using this information do so at their own risk and specifically hold company harmless from anyone claiming damage by using the above referenced material.

City of San Mateo
Code of Safe Practice

FOR IMMEDIATE RELEASE
Initial date:

Revised date:

Questions or comments regarding
this Code of Safe Practice should
be directed to the Safety Director.

Working Near Vehicular Traffic
 Workers (on foot) exposed to vehicular traffic must wear orange flagging garments.
 Workers on foot shall not wear any type of headgear that can interfere with hearing back up alarms, warnings, etc.
 When hazards to workers exist because of vehicular traffic, use traffic controls in conformance with the State’s Department of Transportation, “Manual of Traffic Control.” Additionally, controls such as detours, warning signs, or barricades shall be used when necessary.
 Flagmen shall be required where the above controls are ineffective.  Wherever mobile equipment operation encroaches upon a public thoroughfare, a system of traffic controls must be used.

PERSONAL PROTECTIVE EQUIPMENT
Protection Area PPE Required
Eye Wear safety glasses with side shields or goggles.

Face
Hand Work gloves.

Head Hardhat.

Foot Safety steel or composite toe safety shoes or boots.

Body Proper highly reflective garment (vest or jacket).

Respiratory N95 dust mask when appropriate.

Hearing Wear earplugs or earmuffs as necessary.

I, (print name) have read and understand
the safe work practices listed above and will operate the designated machine in accordance with them, the manufacture’s operating instructions and the supervisor’s instructions.

Signature: Date:

DISCLAIMER
This publication is designed to provide accurate and authoritative information in regard to the subject matter covered. Although all of the material contained herein was carefully selected and reviewed, company claims no liability for its accuracy and specifically disclaims any warr anty, real or implied, as to its accuracy. The parties using this information do so at their own risk and specifically hold company harmless from anyone claiming damage by using the above referenced material.

City of San Mateo

ENVIRONMENTAL SERVICES DIVISION

STANDARD OPERATING PROCEDURES
Table of Contents

1. DAILY LOGS
A. Filling Out Daily Logs
B. Leadworker Review of Daily Logs
C. Request from Supervisor Forms

2. SANITARY SEWER OVERFLOW RESPONSE & REPORTING

PROCEDURES
A. Sanitary Sewer Overflow Field Response Procedure Summary B. Sanitary Sewer Overflow Reporting Procedure Summary
C. SSO Fax Form to RWQCB
D. Emergency Overflow Response Plan (OERP)

3. GENERAL SAFETY REQUIREMENTS
A. General Safety Requirements
B. Sanitary Sewer Manhole Monitoring Procedures

4. UTILITY VEHICLE PRE-TRIP & OPERATING PROCEDURES
A. Utility 3 – T59 Vac-con
B. Utility 4 – L86 – Pump Truck with Boom
C. Utility 5 – Emergency Response Truck
D. Utility 6 - T-58 Vac-con
E. Utility 8 – T60 Vactor

5. SEWER HYDRO CLEANING PROCEDURES

6. SEWER MECHANICAL CLEANING PROCEDURES

7. CONFINED SPACE PROCEDURES

8. CCTV / PIPEHUNTER JETEYE CAMERA SYSTEM

9. SCOUT LINE LOCATOR

10. T57 – RODDER

11. USA MARKING PROCEDURES

12. EMPLOYEE ORIENTATION PACKET

SSMP
ELEMENT 4 – O & M Program
APPENDIX 4.3
Pumpstations
Maintenance & Equipment
Last Update: 11/2020

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1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 1
2 3
4 MARINA LAGOON STORM 12M-SDPD1 2100 DETROIT DR 5
NEW POPLAR STORM 07I-SDPS1 BAYFRONT LEV/MONTE DIABLO 3
FATHOM STORM 12N-SDPS1 400 FATHOM DR 2
HILLSDALE STORM 23L-SDPS1 3397 PACIFIC BLVD 2
CASANOVA STORM 25O-SDPS1 4012 CASANOVA 4
COYOTE POINT STORM 05F-SDPS1 20 S AIRPORT BLVD 4
3RD/DETROIT STORM 11M-SDPS1 2002 DETROIT DR 2
42ND AVE STORM STORM 26N-SDPS1 4000 PACIFIC BLVD 3
WOODBRIDGE SANITARY 25O-SSPS2 201 LAURIE MEADOWS Y Y PORTABLE 3 8 8 2 1440 00 26,100 12

STORM DRAINAGE PUMPSTATIONS
SANTA CLARA SANITARY 22N-SSPS1 404 SANTA CLARA Y Y PORTABLE 3 10, 12 14 3 1440000 720,000 45 TOYON SANITARY 30F-SSPS1 1629 TOYON Y Y PORTABLE 3 8, 8 4 2 72000 5,400 80 MONGINI SANITARY 19J-SSPS1 2005 PACIFIC BLVD Y Y PORTABLE 3 15, 24 10 3 12 96000 669,600 15 PARKWOOD SANITARY 30F-SSPS2 1932 PARKWOOD Y Y PORTABLE 3 8, 8 4 2 72000 10, 350 90 MARINERS ISLAND #5 SANITARY 17O-SSPS1 1659 VISTA DEL MAR Y Y PORTABLE 3 6, 8 8 2 432000 109,800 15 MARINERS ISLAND #6 SANITARY 16O-SSPS1 2021 WINWARD WAY Y Y PORTABLE 3 8 , 8 8 2 424800 54,870 11.5 MARINERS ISLAND #3 SANITARY 14N-SSPS1 894 NEPTUNE CT Y Y PORTABLE 3 8, 8 8 2 648000 64,800 32 MARINERS ISLAND #4 SANITARY 16N-SSPS1 MARINERS ISLAND/W CAPE Y Y PORT ABLE 3 8, 8 10 2 1440000 114,000 5 MARINERS ISLAND #1 SANITARY 11N-SSPS1 408 ANCHOR RD Y Y PORTABLE 3 8, 8 8 2 172800 16,560 48 MARINERS ISLAND #2 SANITARY 14O-SSPS1 635 MARINERS ISLAND BLVD Y Y ON -SITE 3 24 14 3 2016000 1,044,000 75 LOS PRADOS #2 SANITARY 21P-SSPS1 3160 LOS PRADOS Y Y PORTABLE 3 8 8 2 5256 00 105,120 8 LOS PRADOS #3 SANITARY 22P-SSPS1 3301 LOS PRADOS Y Y PORTABLE 3 8 8 2 3600 00 63,000 10.5 LAURIE MEADOWS SANITARY 25O-SSPS1 95 LAURIE MEADOWS Y Y PORTABLE 3 12 10 2 648000 74,250 16 LOS PRADOS #1 SANITARY 21O-SSPS1 3000 LOS PRADOS Y Y PORTABLE 3 12 8 2 109 4400 307,800 21 KEHOE/KELLY SANITARY 13M-SSPS1 2223 KEHOE AVE Y Y PORTABLE 3 8 6 2 288000 9 8,000 10 KEHOE/SCOTT SANITARY 13N-SSPS1 2444 KEHOE AVE Y Y PORTABLE 3 8 6 2 288000 2 4,000 10 DALE AVENUE SANITARY 13K-SSPS1 DALE AVE Y Y ON-SITE 5
FLINT & NORFOLK SANITARY 19N-SSPS1 2413 S NORFOLK Y Y PORTABLE 3 10, 10 10 2 1008000 281,000 15 ARROYO SANITARY 14G-SSPS1 20 ARROYO CT Y Y PORTABLE 3 8 8 2 576000 80,400 30 CHATHAM EAST SANITARY 08I-SSPS1 205 N QUEBEC Y Y PORTABLE 3 8 8 2 43200 8,4 00 12 41ST AVE SANITARY 25N-SSPS1 3971 PACIFIC BLVD Y Y PORTABLE 3 6, 8, 18 12 2 1296000 216,000 54 42ND AVE SANITARY 26N-SSPS1 1 W 42ND AVE Y Y PORTABLE 3 6 8 2 576000 83,600 30 2ND/QUEBEC SANITARY 09J-SSPS1 203 S QUEBEC Y Y PORTABLE 3 6 6 2 144000 10,8 00 13 38TH SANITARY 25M-SSPS1 3796 EL CAMINO REAL Y Y PORTABLE 3 15 8 2 1152000 2 40,000 26 PSNAME TYPE ID# LOCATION REDUND ALARMS* B_UPOWER HOLDGHRS INLETDIA DISCD IA NUMPUM CAPAC_1PUMP DAILYFLOWGPD* TDYNHEAD

SANITARY SEWER PUMPSTATIONS

MARINA LAGOON
NEW POPLAR CASCADE 100 HP 460V 3 PHASE 1973 1973 P-36 9137 AC 250 HP 460V 3 PHA SE 1998 P-36 9138 FATHOM FAIRBANKS 5 HP 230V 3 PHASE 1966 1985 6360 2J2022362.2 1988 6360 2J2022362.3 HILLSDALE 30 HP 1964 1964 1964
CASANOVA JOHNSTON 25 HP 240V 3 PHASE 1968 1968 GA3658 1968 GA3657 COYOTE POINT FAIRBANKS 125 HP 480V 3 PHASE 1973 1973 GD1709 JOHNSTON 40 HP 480V 3 PHASE 1973 GD1710 3RD/DETROIT 125 HP 460V 3 PHASE 1983 1983 WAUKESHA DIESEL ENGINE 1983 42ND AVE STORM 1988 1988 1988
WOODBRIDGE GORMAN RUPP 2 HP 230V 3 PHASE 1973 2008 T4A3-B 675716N GORMAN RUPP 2 HP 230V 3 PHASE 1973 2004 T4A3-B 675717N

STORM DRAINAGE PUM
SANTA CLARA FLYGT 20HP 230V 3 PHASE [VFD] 1989 2007 3152 FLYGT 20HP 230V 3 PH ASE 1989 2006 3152 TOYON PEABODY/BARNES 10HP 230V 3 PHASE 1981 1981 SSC27 68895-1081 PEABODY/ BARNES 10HP 230V 3 PH 1981 1989 SSC28 66108-180 MONGINI FAIRBANKS 1996 2008 FAIRBANKS 1996 2009
PARKWOOD PEABODY/BARNES 15HP 230V 3 PHASE 1981 2000 PEABODY/BARNES 15HP 230 V 3 PH 1981 1999 MARINERS ISLAND #5 SMITH & LOVELESS 5HP 208V 3 PHASE 1983 1998 831257 SMITH & LOVELESS 5HP 208V 3 PH 1983 1989 831257 MARINERS ISLAND #6 SMITH & LOVELESS 1.5 HP 208V 3 PHAS 1983 1995 831297 SMITH & LOVELE SS 1.5 HP 208V 3 P 1983 1999 MARINERS ISLAND #3 FAIRBANKS 7.5 HP 230V 3 PHASE 1968 2009 5412B28 K2M1043718K FAIRBANK S 7.5 HP 230V 3 PHASE 1968 1981 5412B28 K2M1043718K MARINERS ISLAND #4 FAIRBANKS 25 HP 230V 3 PHASE 1967 1997 5414C K2M1043717 FAIRBANKS 25 HP 230V 3 PHASE 1967 2003 5414C K2M1043717 MARINERS ISLAND #1 CHICAGO 7.5 HP 230V 3 PHASE 1966 1999 61-23170 CHICAGO 7.5 HP 230V 3 PHASE 1966 2001 61-23478 MARINERS ISLAND #2 FLYGT 30HP 480V 3 PHASE 2009 3171 820040 FLYGT 30HP 480V 3 PHASE 200 9 3171 820041 LOS PRADOS #2 FAIRBANKS 1.5 HP 230 V 3 PHASE 1959 1997 5432AK KZ89127 FAIRBANKS 1. 5 HP 230 V 3 PHASE 1959 1989 5432AK KZ89128 LOS PRADOS #3 FAIRBANKS 5 HP 230 V 3 PHASE 1959 2002 4B5442K FAIRBANKS 5 HP 230 V 3 PHASE 1959 2003 4B5442K LAURIE MEADOWS CORNELL 10 HP 230V 3 PHASE 1971 2004 CORNELL 10 HP 230V 3 PHASE 197 1 2002 LOS PRADOS #1 FAIRBANKS 7.5 HP 230V 3 PHASE 1965 1998 K2B8036 FAIRBANKS 7.5 HP 23 0V 3 PHASE 1965 1998 K2B8035 KEHOE/KELLY GORMAN RUPP 1.5 HP 230V 3 PHASE 1958 2007 T4A3-B GORMAN RUPP 1.5 HP 230V 3 PHA 1958 2004 TAA3-B KEHOE/SCOTT FAIRBANKS 1.5 HP 230V 3 PHASE 1958 1998 K99931 FAIRBANKS 1.5 HP 230 V 3 PHASE 1958 2006 K99931 DALE AVENUE Large Pumps 1 thru 5 = Fairbanks Morse 1991 2414 Smaller 2 Pumps = Gorman Rupp T10A-B FLINT & NORFOLK FAIRBANKS 15 HP 230V 3 PHASE 1965 1983 5443B K3J1013936 FAIRBANKS 15 HP 230V 3 PHASE 1965 2002 5443B K3J1013936_1 ARROYO GORMAN RUPP 10 HP 230V 3 PHASE 1963 2008 T4A3-B 744414 GORMAN RUPP 1 0 HP 230V 3 PHAS 1963 2005 T4A3-B 741115 CHATHAM EAST GORMAN RUPP 1.5 HP 230V 3 PHASE 1977 1995 T4A3-B 645907N GORMAN RUPP 1.5 HP 230V 3 PHA 1977 1995 T4A3-B 645908N 41ST AVE CORNELL 25 HP 230V 3 PHASE 1962 1998 CORNELL 25 HP 230V 3 PHASE 196 2 2003 42ND AVE PACO 5 HP 230V 3 PHASE 1988 2006 PACO 5 HP 230V 3 PHASE 1988 2008 2ND/QUEBEC GORMAN RUPP 1.5 HP 230V 3 PHASE 1981 2004 T4-A3-B GORMAN RUPP 1.5 H P 230V 3 PHA 1981 2004 T4-A3-B 38TH GORMAN RUPP 10 HP 230V 3 PHASE 1930 2008 T6A3-B 725342 GORMAN RUPP 1 0 HP 230V 3 PHAS 1930 2009 T6A3-B 683998 PSNAME P1INFO P1INSTDATE P1REBUILD P1MODEL P1SERIAL P2INFO P2INSTDATE P2REBUI LD P2MODEL P2SERIAL

SANITARY SEWER PUMP STATIONS

MARINA LAGOON
NEW POPLAR 1982 15000 5308
FATHOM

HILLSDALE

CASANOVA

COYOTE POINT
1973 TL320-1 P2C3004 1973 P2F2559
3RD/DETROIT
42ND AVE STORM
1988

WOODBRIDGE

STORM DRAINAGE PUM
SANTA CLARA FLYGT 20HP 230V 3 PHASE 2009 3152
TOYON
MONGINI 2006

PARKWOOD
MARINERS ISLAND #5
MARINERS ISLAND #6
MARINERS ISLAND #3
MARINERS ISLAND #4
MARINERS ISLAND #1
MARINERS ISLAND #2
FLYGT 30HP 480V 3 PHASE 2009 3171 820042
LOS PRADOS #2
LOS PRADOS #3

LAURIE MEADOWS
LOS PRADOS #1

KEHOE/KELLY

KEHOE/SCOTT

DALE AVENUE

FLINT & NORFOLK
ARROYO

CHATHAM EAST
41ST AVE
42ND AVE
2ND/QUEBEC
38TH
PSNAME
P3INFO P3INSTDATE P3REBUILD P3MODEL P3SERIAL P4INFO P4INSTDATE P4REBUI LD P4MODEL P4SERIAL

SANITARY SEWER PUM
Q\PW\corpyard\Sewers\SSMP\Binder\O&M Program\Pumpstations\PumpstationPMSchedule MARINERS #4 SANITARY X XX X
MARINERS #5
XX X
MARINERS #3 SANITARY X
MARINERS #6 SANITARY X XX X
XX X
MARINERS #1 SANITARY X

SANITARY X XX X
MARINERS #2 SANITARY X
XX
2ND &

QUEBEC SANITARY X X
XX X

CHATEM EAST SANITARY X
X

KEHOE &

KELLY SANITARY X XX
XX X

KEHOE &SCOTT SANITARY X X
X

FLINT & NORFOLK SANITARY X XX
XX

PARKSIDE AQ SANITARY X XX
LOS PRADOS #2 SANITARY X XX X
X

LOS PRADOS
#3 SANITARY X XX

SANTA CLARA SANITARY XX X
X

LOS PRADOS
#1 SANITARY X XX X
42ND SANITARY XX X

WOODBRIDGE SANITARY X XX X
38TH SANITARY X XX X
41ST SANITARY X XX X

PARKWOOD SANITARY X XX X

TOYON SANITARY X XX X

MONGINI SANITARY XX X

ARROYO SANITARY X XX X
City of San Mateo Department of Public Works

PUMPSTATION PREVENTATIVE MAINTENANCE SCHEDULE
PUMP

STATION TYPE JUL AUG SEPT OCT NOV DEC JAN FEB MAR APR MAY JUNE

SSMP
ELEMENT 4 – O&M PROGRAM
APPENDIX 4.4

Sewer Maintenance Crew Training

This page left intentionally blank

City of San Mateo Environmental Services Division
Collections 2020 Safety Training Log
Staff Provider Training Topic Date Completed
Aviles William Du-All Blood borne Pathogens 9/2/2020
Aviles William Du-All Concrete/Silica Dust 2/18/2020
Aviles William Du-All Confined Space 3/10/2020
Aviles William Du-All Defensive Driver Safety 5/5/2020
Aviles William Du-All Fire Extinguisher (Portable) 1/14/2020 Aviles William Du-All Forklift & Powered Industrial Trucks 5/19/2020 Aviles William Du-All Hazard Communication Globally Harmonized System 7/15/2020 Aviles William Du-All Hazardous Waste Management 12/1/2020 Aviles William Du-All HazWOPER (First Responder) 8/6/2020 Aviles William Du-All Hearing Conservation 7/15/2020
Aviles William Du-All Heat Illness Prevention & Summer Safety, Poison Oak & Bug Bites 6/2/2020 Aviles William Du-All Summer Safety, Poison Oak & Bug Bites 6/2/2020 Aviles William Du-All Heavy Equipment (Earth Moving Equipment) 10/27/2020 Aviles William Du-All Hot Work 11/3/2020
Aviles William Du-All Personal Protective Equipment 1/14/2020 Aviles William Du-All Respiratory Protection 2/18/2020
Aviles William Du-All Spill Prev. Control and Countermeasure 9/29/2020 Camilleri, Steve Du-All Defensive Driver Safety 5/5/2020 Camilleri, Steve Du-All Hazard Communication Globally Harmonized System 7/15/2020 Camilleri, Steve Du-All Hearing Conservation 7/15/2020
Camilleri, Steve Du-All Heat Illness Prevention & Summer Safety, Poison Oak & Bug Bites 6/2/2020 Chetcuti, John Du-All Asbestos and Lead Awareness 9/2/2020 Chettcuti, John Du-All Back Safety 2/11/2020
Chettcuti, John Du-All Blood borne Pathogens 9/2/2020
Chettcuti, John Du-All Concrete/Silica Dust 2/11/2020
Chettcuti, John Du-All Confined Space 3/10/2020
Chettcuti, John Du-All Defensive Driver Safety 5/5/2020 Chettcuti, John Du-All Fire Extinguisher (Portable) 1/14/2020 Chettcuti, John Du-All Forklift & Powered Industrial Trucks 5/19/2020 Chettcuti, John Du-All Hazard Communication Globally Harmonized System 7/15/2020 Chettcuti, John Du-All Hazardous Waste Management 12/1/2020 Chettcuti, John Du-All HazWOPER (First Responder) 8/6/2020 Chettcuti, John Du-All Hearing Conservation 7/15/2020
Chettcuti, John Du-All Heat Illness Prevention & Summer Safety, Poison Oak & Bug Bites 6/2/2020 Chettcuti, John Du-All Heavy Equipment (Earth Moving Equipment) 10/27/2020 Chettcuti, John Du-All Respiratory Protection 2/11/2020 Chettcuti, John CA DFEH Sexual Harassment Prevention Non -Management 12/15/2020 Chettcuti, John Du-All Spill Prev. Control and Countermeasure 9/22/2020 Cisneroz, Richard Du-All Back Safety 3/3/2020
Cisneroz, Richard Du-All Concrete/Silica Dust 2/18/2020 Cisneroz, Richard Du-All Defensive Driver Safety 5/5/2020 Cisneroz, Richard Du-All Fire Extinguisher (Portable) 1/14/2020 Cisneroz, Richard Du-All Hazard Communication Globally Harmonized System 7/22/2020 Cisneroz, Richard Du-All Hazardous Waste Management 12/1/2020 Cisneroz, Richard Du-All HazWOPER (First Responder) 8/13/2020 Cisneroz, Richard Du-All Heat Illness Prevention & Summer Safety, Poison Oak & Bug Bites 6/2/2020 Cisneroz, Richard Du-All Heavy Equipment (Earth Moving Equipment) 10/27/2020 Cisneroz, Richard Du-All Hot Work 11/3/2020
Cisneroz, Richard Du-All Personal Protective Equipment 1/14/2020 Cisneroz, Richard Du-All Respiratory Protection 2/18/2020 Cisneroz, Richard Du-All Spill Prev. Control and Countermeasure 9/22/2020 Cisneroz, Richard Du-All Slip, Trip & Fall Prevention 3/3/2020 Di Matteo, John Du-All Back Safety 2/11/2020
Di Matteo, John Du-All Blood borne Pathogens 9/2/2020
Di Matteo, John Du-All Confined Space 3/10/2020
Di Matteo, John Du-All Defensive Driver Safety 5/5/2020 Di Matteo, John Du-All Fire Extinguisher (Portable) 1/21/2020 Di Matteo, John Du-All Hazard Communication Globally Harmonized System 7/22/2020 Di Matteo, John Du-All Hazardous Waste Management 12/1/2020 Di Matteo, John Du-All HazWOPER (First Responder) 8/6/2020 Di Matteo, John Du-All Hearing Conservation 7/22/2020
Di Matteo, John Du-All Heat Illness Prevention & Summer Safety, Poison Oak & Bug Bites 6/9/2020 Di Matteo, John Du-All Heavy Equipment (Earth Moving Equipment) 10/27/2020

City of San Mateo Environmental Services Division
Collections 2020 Safety Training Log
Staff Provider Training Topic Date Completed
Di Matteo, John Du-All Hot Work 11/3/2020
Di Matteo, John Du-All Personal Protective Equipment 1/21/2020 Di Matteo, John Du-All Respiratory Protection 2/11/2020 Di Matteo, John CA DFEH Sexual Harassment Prevention Non -Managem ent 12/15/2020 Di Matteo, John Du-All Spill Prev. Control and Countermeasure 9/22/2020 Elo, Luis Du-All Asbestos & Lead Awareness 9/2/2020
Elo, Luis Du-All Back Safety 3/3/2020
Elo, Luis Du-All Blood borne Pathogens 9/2/2020
Elo, Luis Du-All Concrete/Silica Dust
2/11/2020
Elo, Luis Du-All Confined Space 3/10/2020
Elo, Luis Du-All CPR/First Aid/AED
1/21/2020
Elo, Luis Du-All Defensive Driver Safety 5/5/2020
Elo, Luis Du-All Forklift & Powered Industrial Trucks
6/8/2020
Elo, Luis Du-All Hazard Communication Globally Harmonized System 7/15/2020 Elo, Luis Du-All Hazardous Waste Management 12/1/2020
Elo, Luis Du-All HazWOPER (First Responder) 8/6/2020
Elo, Luis Du-All Hearing Conservation 7/15/2020
Elo, Luis Du-All Heat Illness Prevention & Summer Safety, Poison Oak & Bug Bites 6/2/2020 Elo, Luis Du-All Heavy Equipment (Earth Moving Equipment) 10/27/2020 Elo, Luis Du-All Hot Work 11/3/2020
Elo, Luis Du-All Respiratory Protection 2/11/2020
Elo, Luis Du-All Spill Prev. Control and Countermeasure 9/22/202 0 Elo, Luis FEMA Nims; ICS-100/ICE-200/IS-700/SEMS Introduction 3/13/2020 Elo, Luis Du-All Slip, Trip & Fall Prevention 3/3/2020
Fuentes, Manuel Du-All Asbestos & Lead Awareness 9/2/2020 Fuentes, Manuel Du-All Back Safety 3/3/2020
Fuentes, Manuel Du-All Blood borne Pathogens 9/2/2020
Fuentes, Manuel Du-All Confined Space 3/10/2020
Fuentes, Manuel Du-All Defensive Driver Safety 5/5/2020 Fuentes, Manuel Du-All Fire Extinguisher (Portable) 1/14/2020 Fuentes, Manuel Du-All Forklift & Powered Industrial Trucks 6/8/2 020 Fuentes, Manuel Du-All Hazard Communication Globally Harmonized System 7/15/2020 Fuentes, Manuel Du-All Hazardous Waste Management 12/1/2020 Fuentes, Manuel Du-All HazWOPER (First Responder) 8/6/2020 Fuentes, Manuel Du-All Hearing Conservation
7/15/2020
Fuentes, Manuel Du-All Heat Illness Prevention & Summer Safety, Poison Oak & Bug Bites 6/2/2020 Fuentes, Manuel Du-All Heavy Equipment (Earth Moving Equipment) 10/27/2020 Fuentes, Manuel Du-All Hot Work 11/3/2020
Fuentes, Manuel Du-All Spill Prev. Control and Countermeasure 9/ 22/2020 Fuentes, Manuel Du-All Slip, Trip & Fall Prevention 3/3/2020 Godinez, Jose Du-All Hazardous Waste Management 12/1/2020 Godinez, Jose Du-All Heavy Equipment (Earth Moving Equipment) 10/27/2020
Godinez, Jose Du-All Hot Work 11/3/2020
Godinez, Jose Du-All Spill Prev. Control and Countermeasure 9/22/ 2020 Godinez, Jose FEMA Nims; ICS‐100/ICE‐200/IS‐700/SEMS Introduction 10/23/2020 Gudino, Carlos Du-All Back Safety 3/3/2020
Gudino, Carlos Du-All Blood borne Pathogens 9/2/2020
Gudino, Carlos  Du-All Defensive Driver Safety 5/5/2020 Gudino, Carlos  Du-All Fire Extinguisher (Portable) 1/14/2020 Gudino, Carlos  Du-All Forklift & Powered Industrial Trucks 5/19/2020 Gudino, Carlos  Du-All HazWOPER (First Responder) 8/6/2020 Gudino, Carlos  Du-All Hearing Conservation 7/15/2020
Gudino, Carlos Du-All Heat Illness Prevention & Summer Safety, P oison Oak & Bug Bites 6/2/2020 Gudino, Carlos Du-All Heavy Equipment (Earth Moving Equipment) 10/27/2020 Gudino, Carlos Du-All Respiratory Protection 2/11/2020
Gudino, Carlos CA DFEH Sexual Harassment Prevention Non ‐Management 12/15/2020 Gudino, Carlos Du-All Spill Prev. Control and Countermeasure 9/2 2/2020 Gudino, Carlos Du-All Slip, Trip & Fall Prevention 3/3/2020 Mack Steven Du-All Asbestos & Lead Awareness 9/2/2020
Mack Steven Du-All Back Safety 2/11/2020
Mack Steven Du-All Blood borne Pathogens 9/2/2020
Mack Steven Du-All Concrete/Silica Dust 2/11/2020
Mack Steven Du-All Defensive Driver Safety 5/5/2020

City of San Mateo Environmental Services Division
Collections 2020 Safety Training Log
Staff Provider Training Topic Date Completed
Mack Steven Du-All Electrical Safety - Low Voltage 3/24/2020 Mack Steven Du-All Fire Extinguisher (Portable) 1/14/2020 Mack Steven Du-All Hazard Communication Globally Harmonized Syste m 7/15/2020 Mack Steven Du-All Hazardous Waste Management 12/1/2020 Mack Steven Du-All HazWOPER (First Responder) 8/6/2020
Mack Steven Du-All Hearing Conservation
7/15/2020
Mack Steven Du-All Heat Illness Prevention & Summer Safety, Poiso n Oak & Bug Bites 6/2/2020 Mack Steven Du-All Heavy Equipment (Earth Moving Equipment) 10/27/2020 Mack Steven Du-All Hot Work 11/3/2020
Mack Steven Du-All Personal Protective Equipment 1/14/2020 Mack Steven Du-All Respiratory Protection 2/11/2020
Mack Steven CA DFEH Sexual Harassment Prevention Non ‐Management 12/16/2020 Mack Steven Du-All Spill Prev. Control and Countermeasure 9/22/2020 Morkve, Eric Du-All Back Safety 3/3/2020
Morkve, Eric Du-All Blood borne Pathogens 2/11/2020
Morkve, Eric Du-All Concrete/Silica Dust 2/11/2020
Morkve, Eric Du-All Confined Space 3/10/2020
Morkve, Eric Du-All Defensive Driver Safety 5/5/2020
Morkve, Eric Du-All Fire Extinguisher (Portable) 1/14/2020 Morkve, Eric Du-All Hazard Communication Globally Harmonized Syst em 7/15/2020 Morkve, Eric Du-All HazWOPER (First Responder) 8/11/2020 Morkve, Eric Du-All Hearing Conservation
7/15/2020
Morkve, Eric Du-All Heat Illness Prevention & Summer Safety, Pois on Oak & Bug Bites 6/2/2020 Morkve, Eric Du-All Heavy Equipment (Earth Moving Equipment) 10/27/2020 Morkve, Eric Du-All Hot Work 11/3/2020
Morkve, Eric Du-All Personal Protective Equipment 1/14/2020 Morkve, Eric Du-All Respiratory Protection 2/11/2020
Morkve, Eric CA DFEH Sexual Harassment Prevention Non ‐Management 12/16/2020 Morkve, Eric Du-All Spill Prev. Control and Countermeasure 9/22/2020 Morkve, Eric Du-All Slip, Trip & Fall Prevention 3/3/2020 Padilla, Noel Du-All Asbestos & Lead Awareness 9/2/2020 Padilla, Noel Du-All Back Safety 2/11/2020
Padilla, Noel Du-All Blood borne Pathogens 9/2/2020
Padilla, Noel Du-All Concrete/Silica Dust 2/11/2020
Padilla, Noel Du-All Defensive Driver Safety 5/5/2020
Padilla, Noel Du-All Electrical Safety - Low Voltage 3/24/2020 Padilla, Noel Du-All Fire Extinguisher (Portable)
1/14/2020
Padilla, Noel Du-All Forklift & Powered Industrial Trucks 6/8/2020 Padilla, Noel Du-All Hazard Communication Globally Harmonized Sy stem 7/15/2020 Padilla, Noel Du-All Hazardous Waste Management 12/1/2020 Padilla, Noel Du-All HazWOPER (First Responder) 8/13/2020 Padilla, Noel Du-All Hearing Conservation
7/15/2020
Padilla, Noel Du-All Heat Illness Prevention & Summer Safety, Po ison Oak & Bug Bites 6/2/2020 Padilla, Noel Du-All Heavy Equipment (Earth Moving Equipment) 10/27/2020 Padilla, Noel Du-All Hot Work 11/3/2020
Padilla, Noel Du-All Personal Protective Equipment 1/14/2020 Padilla, Noel Du-All Slip, Trip & Fall Prevention 3/3/2020 Rodriguez, Mario Du-All Asbestos & Lead Awareness 9/2/2020 Rodriguez, Mario Du-All Back Safety 2/11/2020
Rodriguez, Mario Du-All Blood borne Pathogens 9/2/2020
Rodriguez, Mario Du-All Defensive Driver Safety 5/5/2020 Rodriguez, Mario Du-All Electrical Safety - Low Voltage 3/24/2020 Rodriguez, Mario Du-All Fire Extinguisher (Portable)
1/14/2020
Rodriguez, Mario Du-All Hazard Communication Globally Harmonized System 7/15/2020 Rodriguez, Mario Du-All HazWOPER (First Responder) 8/6/2020 Rodriguez, Mario Du-All Hearing Conservation
7/15/2020
Rodriguez, Mario Du-All Heat Illness Prevention & Summer Safety, Poison Oak & Bug Bites 6/2/2020 Rodriguez, Mario Du-All Personal Protective Equipment 1/14/2020 Rodriguez, Mario Du-All Respiratory Protection 2/11/2020 Rodriguez, Mario CA DFEH Sexual Harassment Prevention Non ‐Management 12/16/2020 Rodriguez, Mario Du-All Spill Prev. Control and Countermeasure  9/22/2020 Rodriguez, Mario FEMA Nims; ICS‐100/ICE‐200/IS‐700/SEMS Introduction 3/1/2020 Rodriguez, Mario Du-All Slip, Trip & Fall Prevention 3/3/2020 Sandoval, Marcos Du-All Asbestos & Lead Awareness 9/2/2020 City of San Mateo Environmental Services Division
Collections 2020 Safety Training Log
Staff Provider Training Topic Date Completed
Sandoval, Marcos Du-All Back Safety 3/3/2020
Sandoval, Marcos Du-All Blood borne Pathogens 9/2/2020
Sandoval, Marcos Du-All Concrete/Silica Dust 2/11/2020
Sandoval, Marcos Du-All Confined Space 3/10/2020
Sandoval, Marcos Du-All Defensive Driver Safety 5/5/2020 Sandoval, Marcos Du-All Fire Extinguisher (Portable) 1/14/2020 Sandoval, Marcos Du-All Forklift & Powered Industrial Trucks 5/19/2020 Sandoval, Marcos Du-All Hazard Communication Globally Harmonized System 7/15/2020 Sandoval, Marcos Du-All Hazardous Waste Management 12/1/2020 Sandoval, Marcos Du-All HazWOPER (First Responder) 8/6/2020 Sandoval, Marcos Du-All Hearing Conservation 7/15/2020
Sandoval, Marcos Du-All Heat Illness Prevention & Summer Safety, Poison Oak & Bug Bites 6/2/2020 Sandoval, Marcos Du-All Heavy Equipment (Earth Moving Equipment) 10/27/2020 Sandoval, Marcos Du-All Hot Work 11/3/2020
Sandoval, Marcos Du-All Personal Protective Equipment 1/14/2020 Sandoval, Marcos Du-All Respiratory Protection 2/11/2020 Sandoval, Marcos CA DFEH Sexual Harassment Prevention Non ‐Management 12/15/2020 Sandoval, Marcos Du-All Spill Prev. Control and Countermeasure  9/22/2020 Sandoval, Marcos Du-All Slip, Trip & Fall Prevention 3/3/2020 Valdivia, Eduardo Du-All Asbestos & Lead Awareness 9/2/2020 Valdivia, Eduardo Du-All Back Safety 3/3/2020
Valdivia, Eduardo Du-All Blood borne Pathogens 9/2/2020 Valdivia, Eduardo Du-All Concrete/Silica Dust 2/11/2020 Valdivia, Eduardo Du-All Confined Space 3/10/2020
Valdivia, Eduardo Du-All Defensive Driver Safety 5/5/2020 Valdivia, Eduardo Du-All Fire Extinguisher (Portable) 1/21/2020 Valdivia, Eduardo Du-All Forklift & Powered Industrial Trucks 6/8/2020 Valdivia, Eduardo Du-All Hazard Communication Globally Harmonized System 7/15/2020 Valdivia, Eduardo Du-All Hazardous Waste Management 12/1/2020 Valdivia, Eduardo Du-All HazWOPER (First Responder) 8/13/2020 Valdivia, Eduardo Du-All Hearing Conservation 7/15/2020 Valdivia, Eduardo Du-All Heat Illness Prevention & Summer Safety, Poison Oak & Bug Bites 6/9/2020 Valdivia, Eduardo Du-All Heavy Equipment (Earth Moving Equipment) 10/27/2020 Valdivia, Eduardo Du-All Personal Protective Equipment 1/21/2020 Valdivia, Eduardo Du-All Respiratory Protection 2/11/2020 Valdivia, Eduardo Du-All Spill Prev. Control and Countermeasure  9/22/2020 Valdivia, Eduardo Du-All Slip, Trip & Fall Prevention 3/3/2020 Valdivia, Eduardo FEMA Nims; ICS‐100/ICE‐200/IS‐700/SEMS Introduction 2/10/2020 Veamatahau, Sosefo Du-All Asbestos & Lead Awareness 9/2/2020 Veamatahau, Sosefo Du-All Back Safety 2/11/2020
Veamatahau, Sosefo Du-All Blood borne Pathogens 9/2/2020 Veamatahau, Sosefo Du-All Concrete/Silica Dust 2/11/2020 Veamatahau, Sosefo Du-All Confined Space 3/10/2020
Veamatahau, Sosefo Du-All Defensive Driver Safety 5/5/2020 SSMP
ELEMENT 4 – O&M PROGRAM
APPENDIX 4.5
Manhole Inspection Program
Year # Manholes Cleaning Areas
2011 585 C1a - C1i, C2a - C2g
2012 549 C3a - C3e, C4a - C4j, D1a - D1f
2013 507 D2a - D2l, D3a - D3f, D4a, D4b, D4c
2014 583 D4d - D4l, E1a, E1b, E2a - E2d, E2k
2015 499 E2e - E2j, E3a - E3m
2016 546 E4a - E4e, E4g - E4r
2017 594 E4f, E4s, E4t, E4u, A1a - A1i, A2a - A2h
2018 545 A2i, A2j, A3a - A3i, A4a - A4d
2019 552 A4e, A4f, B1a, B1b, B2a - B2f, B3a - B3g
2020 465 B4a - B4p
2011 - 2020 MANHOLE ASSESSMENT CONDITION PROGRAM (MACP)

ANNUAL INSPECTION SCHEDULE

8. Date:

9. Time:

37. Weather Code:

6. PO#:

G
N

32. Year Rehabilitated:

SS

41. I&I Potential: 42. Access Point Type:

48. Inspection Status: Y N
Steps Present? Y N Y N
in.

O2: H2S: LEL: CO:

PHYSICAL DATA Material Condition Comments:

Lid
Frame
Grade Rings solid
Cone Flat-top Concentric Eccentric
Lined? Y N
Lined? Y N
U Pipe Formed Precast Insert

OVERALL RATING
□
□
□
□
*Sample Comments: Poor structural condition,
Serviceable, Broken, Unsafe, Damaged, Corroded, Missing Grout Needs Raising, Needs Lowering, Misaligned, Leaking
Ill-fitting, Dirty, Bad joint, Roots, Grease, Infiltration, Cracks

47. Accuracy of GPS Code: N/A49. Evidence of Surcharge?

MANHOLE INSPECTION FORM
City of San Mateo
ft
ft14. Outgoing Grade to Invert:

15. Rim to Grade:

Cover Type / Lid Diameter:
in.
(Or Sketch if different than map)
Initial Gas Detector Levels
Rodents:

Bench/Shelf
Barrel/Wall
Channel/Trough
Barrel Diameter:

Cover/Frame Fit:
# of Holes in Lid/Hole Dia. Code:

33. Tape/Media # N/A34. Sheet #: N/A N/A

51. Video Name: N/ASan Mateo CS

3. Survey Customer:

11. Further Location Details:

4. Drainage Area: Known
Verified
10a. City:

12. MH#/Struct ID:

34. Purpose of Survey:

San Mateo CS36. Pre-Cleaning: 37. Date Cleaned: 00000000

41. Project:

2. System Owner:

10. MH Street Name & #:

44. Easting (X): Verified

43. Northing (Y):

31. Year Installed:

San Mateo
1a Certification #: N/A Z

1. Surveyor's Name:

40. MH Surface Type:

46. Coordinate System: NAD83CAIII

38. MH Location Code:

45. Elevation (Z): Not Verified
Subject to Dirt or Debris?
Known
Good/Satisf (Inspect Annually)
Debris/Solids Buildup in MH
Other Maint (describe in comments)
Needs Repair (describe in comments)

35. Criticality Rating: TBD20. Use:

13. Outgoing Rim to Invert: ft 39. Additional Information:

OVERALL COMMENTS:
adjustable
Lined? Y N
Q:\pw\corpyard\Sewers\SSMP\Binder\Appendix\4 O & M Program\Appendix4.2 CCTV Standards\SM MH Insp Form 2012.xlsx

CITY OF SAN MATEO - MANHOLE INSPECTION CODES
Q:\pw\corpyard\Sewers\MH Inspections\MH INSP CODES 1_12.doc

34. PURPOSE OF SURVEY
Code Description
A Maintenance Related
B I&I Investigation
C Post Rehabilitation Survey
D Pre Rehabilitation Survey
E Pre-Acceptance (New MH)
F Routine Assessment
G CIP Assessment
H Resurvey for any reason
V Reversal
Z Not Known

37. WEATHER
Code Description
1 Dry
2 Heavy Rain
3 Light Rain
5 Saturated
6 Damp
7 Very Dry

38. MH LOCATION
Code Description
A Main Urban Hwy (92, 101)
B Suburban Hwy (El Camino)
D ROW – all other streets
E Woods
F Sidewalk
G Parking Lot
H Alley
I Ditch
J Building
K Creek
Y Yard
Z Other (note in box 39)

40. MH SURFACE TYPE
Code Description
AS Asphalt Street
CO Concrete Pavement
CC Concrete Collar
GD Grass or Dirt
GR Gravel
ZZ Other

41. POTENTIAL FOR RUNOFF DURING STORM
Code Description
N None (MH will only receive direct
rainfall)
S Sheeting (Rain falling may drain over
the MH)
P Ponding (MH is at a low point where
water may collect during heavy rains)
I Inundated (Covered by water 1 foot or
more during storms)

47. ACCURACY OF GPS
Code Description
M Sub-meter: w/in one meter (3 feet)
N Nearest Meter: > or = 1 meter
L Survey Level: ~5cm overall accuracy

42. ACCESS POINT TYPE
Code Description
AMH Manhole
AWA Wastewater Access
AOC Other Special Chamber
AM Flow Meter Structure (not a MH with a flow
meter attached)
AWW Wet Well
AJB Junction Box
ACOP Property Cleanout
ACOM Cleanout on a Mainline
ACOH House Cleanout
ACB Catch Basin

48. INSPECTION STATUS
Code Description
SI Surface Inspection
DI Descent Inspection (entered MH)
RI Remote inspection (use camera)
NF Structure Not Found
NO Not Opened – Cover could not be removed
SD
Surcharged or Debris – Structure not
completed inspected b/c of debris or high
water
NI Could not inspect b/c of traffic
NA Could not inspect b/c unable to gain access
BM Structure located but not excavated or
raised yet - marked but no inspection.

STRUCTURE MATERIALS
Code Description
AC Asbestos Concrete
BR Brick
CAS Cast iron
CMP Corrugated Metal Pipe
CP Concrete (non-reinforced)
CSB Concrete Segments (bolted)
CSU Concrete Segments (unbolted)
CT Clay Tile
DIP Ductile Iron Pipe
FRP Fiberglass Reinforced
GRC Glass Reinforced Cement
OB Pitch Fiber (Orangeburg)
PE Polyethylene
PP Polypropylene
PSC Plastic/Steel Composite
PVC PolyVinyl Chloride
RCP Reinforced Concrete
RPM Reinforced Plastic (Truss Pipe)
SP Steel
TTE Transite
VCP Vitrified Clay
WD Wood
XXX Not Known
ZZZ Other (state in comments)

VERMIN
Description
Rats
Roaches
Insects
Racoons
None

CITY OF SAN MATEO - MANHOLE INSPECTION CODES
Q:\pw\corpyard\Sewers\MH Inspections\MH INSP CODES 1_12.doc

MH COVER TYPE – Use more than one code as nec.

Code Description
1 Solid (concealed pick holes)
2 Vented (pick holes & vent holes
allow rain in)
3 Gasketed (gasket present to
prevent rain inflow)
4 Bolted
5 Inner Cover (a secondary lid is
installed under top cover)
6 Locking (requires special tool to
unlock and remove lid)

MH COVER HOLE DIAMETER
Code Description
A Less than or equal to ½ inch
B Greater than ½ inch but less than or equal
to 1 inch
C Greater than 1 inch but less than or equal
to 1.5 inches
D Greater than 1.5 inches but less than or
equal to 2 inches
E Greater than 2 inches

MH COVER/FRAME FIT
Code Description
O Oversized (cover does not fit completely
onto frame)
G Good (Gap b/w cover and frame less than
or equal to ¼ inch)
U Undersized (Gap b/w cover and frame is
more than ¼ inch)
R
Rocks/Wobbles (Cover unstable when
standing on it. Clatters when traffic drive
over)

MH COVER, FRAME & RING CONDITION CODES–
Use more than one code as nec.

Code Description
A Sound – no visible structural defects
B Cracked – cover cracked but still in one
piece
C Broken – cover broken and in loose pieces
D Missing – or in the bottom of the manhole
E Corroded/Pitted – So corroded it does not
sit properly on frame
F Bolts Missing – some or all bolts not in
place
G Coated (coated or has a liner)
H Loose/Not Attached
I Offset

13. OUTGOING RIM TO INVERT:

Enter in feet (to the nearest tenth of a foot) the
distance between the rim level of the manhole
(top of manhole lid) and the invert (bottom of
channel).

14. OUTGOING GRADE TO INVERT:

Enter in feet (to the nearest tenth of a foot) the
depth between the grade (ground) and the invert
(bottom of channel).

CONE, WALL, BENCH, CHANNEL CONDITION
CODES: Use more than one code as nec.

Code Description
A Sound – no visible structural defects
B Cracked
CM Cracks Multiple
C Broken
D Missing
DB Displaced Brick
DA Deposits Attached
DS Deposits Settled
E Corroded/Pitted
F Needs Immediate Repair
FC Fracture Circumferential
FL Fracture Longitudinal
FM Fracture Multiple
G Coated (coated or has a liner)
H Loose/Not Attached
I Offset
IS Infiltration Stain
IW Infiltration Weeper
IR Infiltration Runner
IG Infiltration Gusher
LF Lining Failure
RF Roots Fine
RM Roots Medium
RB Root Ball

WF Weld Failure

2017
2014
2012
2019
2018
2015
2011
2013
2013
2017
2013
2014
2012
2018
2016
2020
2019
A2f
D4l
D2m
C3e
D1e
C3d
C2c
C1a
D3e
A4a
E2f
D3f
E4e
E2e
D2a
E4i
C4i
A2e
C3a
A1f
E2b
D4b
D1f
B4c
D1d C2a
C4a
D2f
B3a
C3c
C1c
C3b
B4f
A2d
A2j
A2i
E2d
D3c
C4j
B4d
A4c
E2i
B3b
C4c
D4a
A3g
D4f
A2g
E2k E3g
D2j
A3c
E2g
A4d
C2e
C1d
B4g
E3b
C4d
E2c
A3i
B2f
D1a
B4k
A4b
A2h
B4j
A2c
B4h
A3a
B4i
A4f
A1e C2d
A1h
E3d
B2b
E1a
B3e
E4q
E4f
E4a
A4e
A3f
B3f
B3g
B4a
A1i
E2j
B2a
D4e
E3c
B3c
C1i
A2b
D2e
D3b
E3i
E4g
C1b
D2l
D2k
D3d
A1d
E1c
A1c
A1b
B1a
B2e
B3d
E4n
D2b
D4g
D4h
D4k
D1c
D4c
E4r
E3a
E4c
B4e
E3j
B2d
B4b
C2g
C4b
E4t
A1g
B4l
A3h
E2h
C1g
C2b
D1b
E3e
E4o
E3l
C1h
A1a
C2f
A3d
D4d
E4b
E3h
C4e
E4j
E3k
A3b
E1b
D3a
D4j
D2h
C4g
A2a
E4k
C4f
A3e
E4h
C1e
D2g
B2c
D2i
B4n
C4h
B4p
C1f
D4i
E3f
B4o
E3m
D2c
E4l
B4m
E4uE4d
E4s
E4p
E2a
D2d
E4m
B1b
.

Citywide Manhole Inspections
Citywide Manhole Inspections
YEAR # MH's
2011 585
2012 549
2013 507
2014 583
2015 499
2016 546
2017 594
2018 545
2019 552
2020 465
Q/PW/corpyard/Sewers/MH Inspections/MH Inspect Program 2011-2020 June 6, 2011
City of San Mateo

SEWER MAINTENANCE CITYWIDE MANHOLE INSPECTION PROGRAM
SSMP
ELEMENT 4 – O&M PROGRAM
APPENDIX 4.6
“Hot-Spots” & Leak Detection Program
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3RD
4TH

HILLSDALE
HUM
BOLDT
EL
CA
MINO
REA
L
9TH
5TH
PA
CIFIC
POPLAR
DELA
WA
RE
2ND
SAN
MATE
O
PENINS
ULA

SARATOGA
ALAMED
A D
E
LAS
PU
LG
AS
J HART

CLINTON
POLH
EMUS
19TH
NOR
FOL
K
CRY
ST
AL
SP
RINGS

FASHION ISLAND
M
ARI
NER
S
ISL
AND
THIRD
DE
ANZA
CONCAR
25TH
FRANK

LIN PKWY

HILLSDALE
ALA
ME

DA DE LA
S P
ULG
AS

SAN MATEO

EL CAMIN
O REA
L
DE
LA
WARE
NORFO
LK
NO
RFO
LK
City of San Mateo
Sewer Maintenance

CITYWIDE SEWER HOTSPOTS
Locations of Preventative Maintenance
Sewer Mainline Cleanings
!(
!(
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MONTHLY PM

QUARTERLY PM

BIANNUAL PM
Q:\PW\corpyard\Sewers\SewerHotSpots\SewerHotSpotLocations2014 Last Updated: April 2014
´
C:\Users\kbuchanan\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\L7X4AIGB\PMChartMASTER.doc SEWER PREVENTATIVE MAINTENANCE “HOT SPOTS” LIST
Last updated – August 15, 2014
MONTHLY SEWER PM’S
Location Linear Feet Avg Hrs Avg Cost Common Cond. Reason for PM 1 31st & Hacienda 603 .75 $160 Roots
Smartcover on MH492-13. Clean
until repairs can be made by
engineering.
2 El Camino Real @ Baywood 263 Solids
Refered to engineering for re-
engineering of pipe where dips
under utility junction box creating a
siphon, & to replace broken ECR
pipe.

Baywood section removed 6-25-
2012.
3 3170 Casa de Campo 661 1.3 $125 FOG Needs FOG education. 4 East Hillsdale Monthly
(entire length each month as of 3/11) 1,288 3 $310 FOG Needs FOG education & grease interceptor.
5 Idaho (1113 College) 1132 2 $190 FOG & Bad Grade Pipe taps in below water level of trunk line.
6 Indian 519 2 $185 FOG Continue PM’s until Pipe upgraded under 101.
7 Peninsula Monthly Jet
NOTE: Flail in Jan & July 2,581 2.5 $300 FOG
Keep on a monthly – but twice a
year flail line instead of jet. Refer to
Source Control for FOG control &
checks of grease trap.
8 Norfolk & La Selva 308 1.4 $125 FOG
Added to PM’s May, 2008. Jet main
and 100’ of Lateral into Marina
Market.
9 1st & Delaware 522 .75 $85 PAPER Lines consistently plugged with paper.
10 9th Ave – RR to Palm Ave 1,016 2 $190 Grade Issues
Continue monthly cleaning until re-
engineered. Extended to ECR &
Central Park bathrooms flowing to
ECR on 9-9-2011.
11 315 Virginia – Monthly Flail 338 1 $130 Roots Roots – Added to PM’s March 2010 12 Winway Powerrod 173 1 $75 Solids A siphon MH
13 Shoreview 853 1 $155 Breaks/Roots
2049 Shoreview – drop pipe (needs
to be fixed in order to reach/cut
protruding tap at 2045). Also nozzle
C:\Users\kbuchanan\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\L7X4AIGB\PMChartMASTER.doc gets stuck at 2001 – 2005.
14 Kingridge 1210 FOG, Solids Added 4-9-13.
15 Indian Additional Lines 650 FOG, Solids Additional lines requested by Rick Pina 3-18-14.

TOTAL LF: 12,117
QUARTERLY SEWER PM’S
Location Linear Feet Avg Hrs Avg Cost Common Cond. Reason for PM 1 20TH Avenue Moved to Bi-Annual per Steve
Camilleri 8-12-14
2 25th Avenue & Lula Belle Alley 2,150 4 $380 FOG Restaurants. Needs FOG control. 3 26th & Dolores
Added to PM’s March 2010.

Engineering fixed pipe 7-11-2012.

Removed from PMs.
4 Bayswater & Idaho Qrtly 3,214 Heavy FOG Added to PM’s Feb 2011. Flat line – holds solids.
5 Bromfield / Fulton Qrtly Flail 1733 4 $335 Solids & Roots Initially, change from Qrtly jet to
Qrtly Flail. Refer to Engineering for
pipe replacement & size upgrade.
6 Downtown Region 1 1,623 3.5 $330 FOG / Solids Restaurants & Apts 7 Downtown Region 2A 1,406 2.7 $235 FOG / Solids Restaurants & Apts 8 Downtown Region 2B 6,600 10.5 $940 FOG / Solids Restaurants & Apts 9 Downtown Region 3A 3,165 6.6 $600 FOG / Solids Restaurants & Apts 10 Downtown Region 3B 2,738 6.2 $540 FOG / Solids Restaurants & Apts 11 Downtown Region 4A 5,183 5.2 $470 FOG / Solids Restaurants & Apts 12 Downtown Region 4B 4,791 7.75 $680 FOG / Solids Restaurants & Apts 13 Downtown Region 5
(Starting July 2010) 5,949 6 $1550 FOG / Solids Restaurants & Apts 14 Ellsworth / Baldwin (DT 6) 2,830 6 $590 FOG/Solids Restaurants & Apts 15 El Camino Real – Seville to 16th 2,718 5.2 $500 FOG Referred to Engineering for repair of sag.
16 El Camino Real 21st to 25th 2,097 2.4 $235 FOG Restaurants & Apts.

C:\Users\kbuchanan\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\L7X4AIGB\PMChartMASTER.doc 17 El Camino Real 25th to 31st 3,080 5.8 $350 FOG Restaurants & Apts. 18 31st Ave – El Camino to Edison 870 2.25 $200 FOG Mall foodcourt grease. FOG Control.
19 42nd Ave & Dumont 709 1.3 $105 FOG Continue PM’s & identify root control tactics.
20 Winway Jet & Vacuum MH 163 2.5 $230 Solids A siphon MH 21 1750 El Camino Real 1,085 2.15 $205 FOG Added back in to PM’s 1/2009 after backups.
22 El Camino & El Cerrito 194 Added in 2011. Flat line – holds FOG.
23 Woodbridge 535 2.25 $210 FOG FOG consistently crusted on top inside manholes
24 Palm Ave siphons 166 Added 1-6-12. Siphon manholes – fill up with rags, etc.
25 Elm Street Moved to Bi-Annual per Steve
Camilleri 8-12-14
26 Mariners Island 6 316 SOLIDS
Added 3-14-12. Ongoing solids
issues in area per pump and sewer
crews.
27 111 E Santa Inez 228 SOLIDS Added 2-25-13. Solids issues in area per Steve Camilleri, SUPV
28 McLellan & Curtiss 1803 SOLIDS Added 2-25-13. Solids issues in area per Steve Camilleri, SUPV
29 177 N El Camino Real 229 SOLIDS Added 4-30-13. Solids issues in area per Steve Camilleri, SUPV
30 145 Sylvan 835 FOG Added 8-1-13. Heavy FOG per
Steve Camilleri, SUPV
31 Crystal Springs Road 1145 SOLIDS Added 1-30-14. Solids issues in area per Steve Camilleri, SUPV
32 37th and ECR 472 SOLIDS Added 1-30-14. Solids issues in area per Steve Camilleri, SUPV
33 6 Fairoaks 162 SOLIDS Added 1-30-14. Solids issues in area per Steve Camilleri, SUPV
TOTAL LF: 58,189
BI-ANNUAL SEWER PM’S
C:\Users\kbuchanan\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\L7X4AIGB\PMChartMASTER.doc Location Linear Feet Avg Hrs Avg Cost Common Cond. Reason for PM 1 Alder Easement
MARCH/SEPT 617 2.3 $150 Added to PM’s May 2008. A Sept & March Bi-Annual.
2 Barneson & El Camino Real
JAN/JULY 439 1.5 $130 Roots Changed back to Jet from PR per Steve Camilleri.
3 509 Castilian Powerrod
JAN/JULY 285 1.4 $80 Roots Refer to engineering to repair break and offset joint.
4 515 Dorchester Powerrod

JAN/JULY
PM removed per Steve Camilleri. 8-
12-14.
5 El Camino Real – Hillsdale to
38th

JAN/JULY
3131 FOG
Used to be ECR 36th to 41st. Split
into 2 PM’s & Added 15” lines.
6 El Camino Real – 38th to 41st
JAN/JULY 1347 6 $585 FOG
Used to be ECR 36th to 41st. Split
into 2 PM’s & Added 15” lines.
7 Edison & Bayview
JAN/JULY 568 .75 $200 Roots
8 Holland / Norfolk / Hosmer
Hydrosaw

JAN/JULY
1,327 3.5 $285 FOG Hydrosaw to clear line.
9 Holland / Norfolk / Hosmer Jet
APRIL/OCTOBER 1,327 2.6 $245 FOG
10 1865 Kehoe
JAN/JULY 309 1 $105 FOG & Solids
11 MI II PS to Bridgepointe Circle
JAN/JULY – Pumpstation Rehab
Complete
1,210 1 $80 Sag
Pumpstation rehabilitation project
complete – repair of pipe sag
unknown.
12 Murphy Easement 1,752 Roots/breaks. Added in 2011
13 Poplar – Crescent to El Camino
JAN/JULY 2,103 4 $425 Roots
Refer to Engineering for pipe
replacement & upsize – replace
possibly past Crescent to where
upper Poplar pipe was replaced w/in
last few years.
14 Sunnybrae School
Clean during Summer and Easter
Break (July & March/April)
938 Debris Added to PM’s March 2010.

Updated 12-29-11. Added line.

C:\Users\kbuchanan\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\L7X4AIGB\PMChartMASTER.doc 15 19 Wildwood
JAN/JULY 342 2 $150 Roots Continue PM’s.
16 258 East 40th Ave
JAN/JULY 248 1 $80 Sags House 258 Backs Up if line not
cleared regularly b/c of sags.
17 139 Arbor
JAN/JULY 117 SOLIDS Added 3-14-12. Solids issues in
area per sewer crew feedback.
18 Gramercy at El Cerrito (formerly
80 El Cerrito Quarterly)

APRIL/OCT
157
Added 12-29-2011. Sag in pipe.

Clean until can be repaired. Moved
to bi-annual April 2012.
19 Elm Street 941 1 $125 FOG
Added 3-14-12. Area notorious for
FOG. Changed from Quarterly to Bi-
Annual per Steve Camilleri 8-12-14.
20 20TH Avenue 2,950 5.5 $535 Det & Roots
Det (from apts) & Roots (by Elks)
below City Hall back up line – can
overflow in City Hall. Changed from
Quarterly to Bi-Annual per Steve
Camilleri 8-12-14.

TOTAL LF: 20.108
TOTAL LINEAR FEET IN HOT-SPOT PROGRAM = 90,414 (as of 8-15-14) NOTE: Additional Quarterly = Clean pipe and grate at Shellmound Gurgle (added 3-14-12) !
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GUM
IVY
BO
VET
STATE HWY 92
19TH
16TH
15TH
KALM
IA
LOCUST
PAL
M
JASM
INE
ALLEY
17TH
18TH
BOREL

BARNESON
EL
CA
M
INO
REAL
LESLI
E
SOUTH
PALM
17TH
ALLEY
PAL
M
ALLEY
BOREL
34 0
lf 8
243 lf
8 222 lf 8
160 lf 8
120
lf 8
388-06
367-13
367-31
367-33
367-32
367-CO1
Please fill in boxes with problem found for each pipe segment.

Quarterly PM Map
1750 El Camino Real
DATE: ______________
CREW #: ______________
EMPLOYEES: ______________
______________
START TIME: ______________
END TIME: ______________
VEHICLE: ______________
# Blocked mains with
MH holding water: __________
City of San Mateo
Public Works Department
Sewer Maintenance
Work Order # _______________
_______________, '09 '10 '11
DATE: ______________
CREW #: ______________
EMPLOYEES: ______________
______________
START TIME: ______________
END TIME: ______________
VEHICLE: ______________
Quarterly Inspections of Sewer Pipes Spanning Waterways Program Start:  March 2012
WOID Description Qrtl y Schedule Dis patch To Address Re quested By Comments 96628 Inspect Mainline
March, June,
Sept., Dec. UTILITY05, ARROYO COURT 24121X _26205X 8" MAIN PREVNT MAINT , 12/01/2020 Monthly check for pipe leaks in
pipes over creeks. No leaks, pipe sound.
96626 Inspect Mainline
March, June,
Sept., Dec. UTILITY05,
413 W HILLSDALE BLVD 51222X_51218X 6"
MAIN PREVNT MAINT,
12/01/2020Monthly check for pipe leaks in
pipes over creeks. No leaks, pipe sound.
96625 Inspect Mainline
March, June,
Sept., Dec. UTILITY05,
CLEARVIEW OFFICE PARK ‐ HILLSDALE/92
40401X_40409X PREVNT MAINT,
12/01/2020 Monthly check for pipe leaks in
pipes over creeks. No leaks, pipe sound.
96612 Inspect Mainline
March, June,
Sept., Dec. UTILITY05, 523 LA CASA ‐ BELMONT BORDER PREVNT MAINT , 12/01/2020 Monthly check for pipe leaks in
pipes over creeks. No leaks, pipe sound.
96629 Inspect Mainline
March, June,
Sept., Dec. UTILITY05, 809 BROMFIELD 154CO3 _15401X 6" MAIN PREVNT MAINT , 12/02/2020 PM check for leaks/sewage
enterin
g waterway. No leaks. Pipe sound
96627 Inspect Mainline
March, June,
Sept., Dec. UTILITY05, 2629 MONTEREY CT 44811X _44810X 6" MAIN PREVNT MAINT, 12/02/2020 Monthly check for pipe leaks in
pipes over creeks. No leaks, pipe sound.
96631 Inspect Lateral
March, June,
Sept., Dec. UTILITY05, 400 HILLSBOROUGH LATERAL PREVNT MAINT , 12/02/2020 Monthly check for leaks/sewage
enterin
g waterway. No leaks. Pipe sound
96630 Inspect Lateral
March, June,
Sept., Dec. UTILITY05, 725 & 751 EDGEWOOD LATERALS PREVNT MAINT , 12/02/2020 Monthly check for leaks/sewage
enterin
g waterway. No leaks. Pipe sound
Q:\pw\corpyard\Sewers\SewerQrtlyLeakInspections\InspectionForms\LeakInspections_413 W Hillsdale Blvd.doc SEWER MAINTENANCE: SEWER PIPES OVER CREEKS
PM Request Quarterly Check for Leaks

SUPERVISOR INSTRUCTIONS
Supervisor: Bob and Ed
Date of Request June 1, 2012
Submitted To (crew): June 1, 2012
Expected Completion Date: June 15, 2012
LOCATION/ADDRESS:
413 W Hillsdale Blvd
Mainline 51222X_51218X

RECENT CONDITION/
PROBLEM FOUND Sewer Main spans creek

REASON FOR DISPATCH
(PRIOR HISTORY) PM – check for leaks/sewage entering waterway Instructions: Please check for leaks/Report on condition of pipe

CREW ACTIONS
PIPE LEAKING? Y N
CONDITION OF PIPE:

Sound
Repair in future
Repair soon
Broken/leaking
Other Crew Comments if Necessary:

START DATE:

CLOSE DATE:

ARRIVAL TIME:

TIME COMPLETE:

EMPLOYEES:

VEHICLES:

MATERIALS:

SSM
P
ELEMENT 4 – O&M PROGRAM
APPENDIX 4.7
S
ewer Maintenance Dedicated
Equipment and Personnel
City of San Mateo
Public Works Department
Environmental Services Division
AP
PENDIX 4.7
O
ERP Appendix 4

EQUIPMENT AND PERSONNEL
Equipment dedicated to maintenance of the sewer collection system Quantity EQUIPMENT PURPOSE
7 Generator Backup power for pump stations
G9,G10,G11,G12,G13,G14,G15
1 Pickup F350 Emergency Response L50
1 Pickup F350 Sewer Leadworker Truck L12
1 F150 Electric Supervisor/Leadworker Truck L79
1 Truck F250 Pump station Maintenance Tools, Parts & Equipment L63 1 Truck F550 with Boom Pump station Maintenance L86
1 Gorman-Rupp 6” portable
pump
Spill Response S80
1 Backhoe Repair excavation S51
1 Mini excavator Repair excavation S85
1 Dump truck Repair hauling M40
3 Vac-Con combo truck Preventative Maintenance T58 T59 T63 1 Ford Transit electric van Cctv crawler system, portable cctv for easements L39 1 Trailer – Emergency SSO
Response Emergency SSO Response T61
1 Power rodder Mechanical cleaning T57
3 Portable cctv Quick inspection, emergency location
1 Crawler cctv Inspection, sanitary cleaning inspections(see above L39) Back up Equipment

QUANTITY EQUIPMENT PURPOSE
1 XL12 Medium duty truck
1 Vac-con combo truck Maintenance XT63
Personnel dedicated to maintenance of the sewer collection system Quantity EQUIPMENT PURPOSE
1 Sewer Supervisor Oversee Sewer Operations and Maintenance Programs – Pump Crew, Maintenance Crew, Emergency Response,
CCTV
1 Pump Mechanic 1/2 Pump station Maintenance
1 Pump Mechanic 2 Pump station Repair & Maintenance
1 Pump Mechanic 3 Oversee Pump Crew
1 Sewer Leadworker Oversee/Assist Preventative Maintenance sewer storm 0 Sewer Leadworker Oversee/Assist emergency response, pump crew 5 Maintenance Worker 2 Preventative Maintenance sanitary/storm, emergency response/repair, cctv,
8 Maintenance Worker 1 Preventative Maintenance sanitary/storm, emergency response/repair, cctv,
Last update: 03-27-25
SSMP
ELEMENT 4 – O&M PROGRAM
APPENDIX 4.8
Collection System Maps and Information
Table of Contents
 4.8.A.i ‐ Underground Utilities Map Page
 4.8.A.ii ‐ Sewer Pumpstations and Trunklines Map
 4.8.A.iii ‐ Sewer Collection System Pipe Sizes
 4.8.A.iv ‐ Sewer Collection System Terrain Map
 4.8.A.v ‐ Sewer Collection System Basin Map
 4.8.A.vi ‐ Sewer Collection System Subbasin Map
 4.8.A.vii ‐ Sewer Collection System Cleaning Areas Map (Current Snapshot)
 4.8.A.viii ‐ Sewer District Cleaning Schedule Maps (Current Snapshot) 4.8.A.ix – Sewer Root Foaming Schedule Map (Current Snapshot) !
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San Francisco Bay
Burlingam
e
Foster City
Hillsborough
County of san Mateo
Belmont
City of San Mateo
Sewer Collection System
Pumpstations Map
EXHIBIT 4.8.A.ii
September 2006
§¨¦101
§¨¦92
§¨¦92
Q:\pw\corpyard\Sewers\SSMP\Binder\4_O & M Program\Maps_Exhibits\Exhibit4.1.A.iiTrunksandPSs ^_ Sewer Pumpstations
Sewer Mainlines
Sewer Trunklines
Sewer Interceptors
Force Outfall
! Sewer Manholes
WWTP
City of San Mateo
Sewer Collection System
Summary of Piipe Sizes
²
December 2008
WWTP
Mains (4" - 8")
Trunklines (10" - 33")
Interceptors (36" + )
54" Force Outfall
EXHIBIT 4.8.A.iii
Q:\pw\corpyard\Sewers\SSMP\Binder\4_O & M Program\Maps_Exhibits\Exhibit4.1.A.iii_PipeSize Pipe Dia. (inch.) Length (ft)
Length
(mi)
% of Active
Gravity
System
(by length)
4 2,609 0.50 0.20%
6 712,325 135.00 60%
8 264,841 50.00 22.10%
10 61,919 11.70 5.20%
12 35,985 6.83 3%
14 372 0.07 ~
15 31,908 6.04 2.70%
18 35,699 6.76 3%
21 7,162 1.36 0.60%
24 11,602 2.20 1%
27 5,304 1.00 0.40%
30 6,547 1.25 0.60%
33 4,061 0.80 0.30%
36 5,904 1.12 0.50%
39 5,016 0.95 0.40%
48 117 0.02 ~
SUBTOTAL: 1,191,371 225.6 100.00%

GRAVITY SEWERS
Pipe Dia. (inch.) Length (ft)
Length
(mi)
% of Active
Force
System
(by length)
4 1,691 0.32 5%
6 795 0.15 2.40%
8 2,962 0.6 9.70%
10 5,572 1 16%
12 2,283 0.43 7%
14 7,490 1.4 22.60%
21 4,118 0.8 12.90%
30 4,797 0.9 14.50%
33 2,521 0.5 8%
36 548 0.1 1.60%
SUBTOTAL: 32,777 6.2 100%
54" OUTFALL 3,382 0.6
TOTAL SEWERS: 1,227,530 232.4

FORCEMAIN
Abandoned Gravity: 10,062 lf (1.9mi)
Abandoned Forcemain: 2,826 lf (.5mi)
September 2006
City of San Mateo
Sewer Collection System
Terrain Map
²
WWTP
Sewer Mainlines
Q\PW\corpyard\sewers\SSMP\MapProjects\Exhibit4.1.A.ivTerrainMap EXHIBIT 4.8.A.iv
D
E
A
C
B
E
­
WWTP

CITY OF SAN MATEO

SEWER BASINS
May 2007
Sewer Mainlines
EXHIBIT 4-8.A.v
Q:\pw\corpyard\Sewers\SSMP\Binder\4_O & M Program\Maps_Exhibits A2
E4
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E2
D2
C2
D4E3
C3
C4
A3
D1
A1
A4
D3
B3
B2
C1
E1
­
WWTP

CITY OF SAN MATEO

SEWER SUBBASINS
May 2007
Sewer Mainlines
EXHIBIT 4-8.A.vi
Q:\pw\corpyard\Sewers\SSMP\Binder\4_O & M Program\Maps_Exhibits A2f
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A3h
D2g
D2b
C4e
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E3f
A3e
B4m
B4n
C4h
B1b
­
WWTP

CITY OF SAN MATEO

SEWER CLEANING AREAS
Dec 2008
Sewer Mainlines
EXHIBIT 4-8.A.vii
Q:\pw\corpyard\Sewers\SSMP\Binder\4_O & M Program\Maps_Exhibits ­
Citywide Sewer Mainline
Cleaning Schedule
SSML CleaningSchedule
ANNUAL

BIANNUAL
3 YEARS
Q:\pw\corpyard\Sewers\SSMP\Binder\4_O & M Program\Maps_Exhibits\Exhibit4.1.A.viiiCleaningSchedule May, 2007 EXHIBIT 4.8.A.viii
Root Foam Boundaries
2013/2015
2014
Q:\pw\PWENG\HULTEN\CDO_Reporting\6_23_15 data request\13_14_15_Root_Foam.mxd 2013, 2014, 2015 SEWER

MAINLINE ROOT FOAM SCHEDULE
July 14, 2015
O
EXHIBIT 4.8.a. ix
SSMP
ELEMENT 6 – SPILL EMERGENCY

RESPONSE PLAN
Appendix 6.1 – Contingency Equipment
Appendix 6.2 – SPILL Field Procedures
Appendix 6.3 – Investigation and
Documentation Forms
Appendix 6.4 – Spill Calculation and
Estimation
Appendix 6.5 – Signage and Posting
Procedures
Appendix 6.6 – Water Quality Monitoring
Program
Appendix 6.7 – Spill Technical Report
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SSMP
ELEMENT 6 – OERP
APPENDIX 6.1
Contingency Equipment
This page left intentionally blank
Last Updated 05-31-23 CONTINGENCY PARTS & EQUIPMENT

LIST OF PARTS & CONTIGENCY EQUIPMENT FOR
SANITARY SEWER SPILL EMERGENCY RESPONSE:

RESPONSE

VEHICLE

QTY SPILL RESPONSE EQUIPMENT IN VEHICLE
Truck
L50
F350 Pickup
1 6” to 10” air plug
1 10” to 24” air plug
1 Air tank and air compressor
1 Spill Kit (pads, gloves, etc.)
2 6 foot booms
1 5 foot retrieval pole
1 Sampling Kit with Instructions
1 Extra Sample bottles
Truck with shell
L79
Ranger
1 6” to 8” inflatable air plug
1 8” to 12” inflatable air plug
1 12” to 18” inflatable air plug
1 2” flt pump
1 Electric air compressor
1 Cigarette air compressor
1 5 gallon air tank
1 Water sampling kit
1 Bag of extra sample bottles
1 Water sampling pole
4 Raw sewage signs for cones
2 Sidewalk closed signs for cones
4 No parking signs
2 Flooding signs for barricades
3 Safety cones
3 Safety traffic poles (spill area)
2 Spill kits
1 Drain pig insert
2 Flashlights (1 mag, 1 large)
1 Camera
multiple Spill Reporting field forms
Portable Gorman-Rupp 6” portable pump
Emergency
Spill Response
Trailer - T61

PLUGS/HOSES
1 4” plug
1 6” plug
1 12” plug
1 4” – 6” inflatable air sewer plug
2 8” – 12” inflatable air sewer plug
1 10” – 16” inflatable air sewer plug
2 12” – 18” inflatable air sewer plug
1 15” – 21” Plug
Last Updated 05-31-23 CONTINGENCY PARTS & EQUIPMENT
Emergency
Spill Response
Trailer
- T61
cont.
1 18” – 24” Plug
1 6” flow thru plug
1 8” flow thru plug
1 3.5 suction pump 150 discharge
1 12ft suction hose

SIGNS/BARRICADES
3 Caution tape rolls
10 Cone arrow signs
14 Hazard – raw sewage sign
6 Men working signs
2 Lane closed cone sign
2 Sidewalk closed cone sign
20 Green flag markers
25 No parking signs
5 Raw sewage barricades
10 Barricades
6 High level signs
3 Danger – avoid water contact signs
2 Warning – keep out signs
1 50ft temporary fencing
10 delineators

LIGHTING
1 Flashlight
2 Dual 500W flood lights with stands
1 G.F.I.
1 2100 GENERATOR/LIGHT
1 20W Halogen replacement

SAMPLING
multiple Sampling Kits
multiple Extra sample bottles and labels

CLOTHING
multiple Medium, Large & X-Large Leather Gloves
multiple Medium, Large & X-Large Rubber Gloves
multiple Small, Medium & Large Nitrile Rubber Gloves
multiple Small, Medium & Large Blue Dipped Cotton Gloves multiple Ear Plugs
multiple Clear & Dark pyramex sunglasses
multiple Hardhats
multiple Rainsuits
multiple Large, X-Large & XX-Large Safety Vests
Last Updated 05-31-23 CONTINGENCY PARTS & EQUIPMENT

AIR COMPRESSOR
Emergency
Spill Response
Trailer - T61
cont.
1 11 gallon air tank
1 5 gallon air tank
1 Small air compressor
1 25ft air hose
2 Air gauges
1 Blow tool
1 2 gallon fuel container

DIVERSION/CONTAINMENT
multiple absorbent
2 Cases ultra-spill berm
2 Emergency Spill Kit
5 Bags white oil spill booms
OTHER
1 3” to 1” fire adapter
1 3” to 2” fire adapter
1 25ft measuring tape
1 Green spray paint
1 White spray paint
1 Stapler gun
1 Spanner wrench
2 Duct tape rolls
1 manhook
1 First Aid Kit
1 camera
1 Fire Extinguisher
2 Fill buckets
1 Clip board
Multiple Cone reflectors
1 25ft extension cord
1 100ft extension cord
4 42x40 plastic wrap cases
1 20x100 6m roll vis.
multiple disinfectant
multiple Hand sanitizers
multiple Soap bottles
15 towels
2 Glow stick cases
3 Power flairs
multiple Tie straps
1 Water cooler
1 Broom
1 EZ up tent
Last Updated 05-31-23 CONTINGENCY PARTS & EQUIPMENT
Vactors
T59 & T58
1 First Aid kit
1 Spot Light
1 Flashlight
1 Fire extinguisher
1 Spill Kit
1 Camera
12 Safety cones
1 Sampling Kit
SSMP
ELEMENT 6 – SERP
APPENDIX 6.2
Spill Field Procedures
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City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN

SPILL PROCEDURE FLOWCHART

BARRICADE &
POST
Barricade spill area and post
Warning: Raw Sewage signs to ensure no public
contact with spill.

PHOTOGRAPH BARRICADED AREA

DIVERSION &

CONTAINMENT
CLEAR

BLOCKAGE
Use cleaning equipment appropriate to
Clear blockage. (Powerrod, Hydrosaw,
HydroJet, etc.) Follow equipment usage
SOPs and safety requirements!
[Set up vactor downstream or a trap in manhole to
catch debris released during blockage removal.]

AREA CLEAN UP
Did spill reach storm drains?
NO
Storm Drain Cleaning
 Vacuum visible signs of sewage spill
(record volume of initial spill vacuumed).
 Flush storm drain with water (3x the
amount of the recorded spill volume).
 Ensure signs of spill are removed.
 Return flush water to sanitary sewer.

DOCUMENTATION
& REPORTING
 Vacuum/remove visible signs of sewage spill (solids, grease, TP, etc).  Set up means to return water to sanitary sewers (berms, etc.)  Spray disinfectant (wait 10 minutes) & broom area.
 Flush area affected by spill with water (use at least 3x the amount of the recorded spill volume) ensuring water is returned to sanitary sewer.
 PHOTOGRAPH AREA AFTER CLEAN-UP
 Estimate total gallons of spill and gallons recovered. Estimate spill start and end times and duration of spill. FILL OUT SPILL FIELD FORM completely. Return all forms and pictures to office.  PERFORM CCTV as soon as possible or within 24 hours of spill - submit burned DVD.  Information reviewed between Crew, Leadworkers, Supervisors and Sr. Project Manager.

YES
Has spill reached Storm Drains?

ARRIVAL OF CREW

PHOTOGRAPH SOURCE OF SPILL & AFFECTED AREA
Can the spill be contained in the storm
drain (entered a bubble-up – or storm
drain can be plugged)?

ASSESSMENT

CHECK UNDERGROUND MAP BOOK
Has spill reached receiving waters either
directly or through a catchbasin that runs
directly to waters?
NO
YES
YES
NO
YES NO
Insert plug downstream if
not a bubble-up.

Exhibit A

SPILL FIELD PROCEDURES FLOW CHART
Implement Beach
/Park Contaminated
Water Postings.
(Procedures on
PAGE 15)

PHOTO POSTED

LOCATIONS
Refer to Sewage Watershed Map.

Identify affected watershed.

Implement
Sampling.
(Requirements on
PAGE 37)

PHOTO SAMPLE

LOCATIONS
If more than 10,000 gallons reached a
waterway, direct staff to:

Deliver samples to
labs. Return to provide
assistance at spill site.

Return to
provide
assistance at
spill site.

Use berms, mats, soil or other methods to
Divert flow away from: & Channel flow towards:
● Storm drains not acting as spill containment, ● A low area of ground where spill can be ● Waterways collected, &/or
● Other sensitive areas ● A downstream manhole, &/or
(schools, intersections, playgrounds, etc.) ● A bubble-up or plugged storm drain

PHOTOGRAPH DIVERSION & CONTAINMENT
City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN

SAMPLE NOTIFICATION SIGNAGE
DANGER

RAW SEWAGE
Keep Children and pets out of this area.

AVISO

AGUAS RESIDUALES CRUDAS
For more information – Para mas informacion
Contact: City of San Mateo
Department of Public Works
(650) 522-7300
Exhibit B
City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN

EASEMENT ACCESS PROCEDURE
Sewer Maintenance SOP

EASEMENT ACCESS PROCEDURES
AFTER RECEIVING A SEWER COMPLAINT FROM CITY HALL OR DISPATCH…  Maintenance crew arrives at address and knocks on door.

IF RESIDENT IS HOME:
 Inform resident that there is a need to inspect the sewer system located in the sewer easement on their property.
 Proceed to yard and perform required maintenance activities as neatly as possible. Try not to disturb landscaping.
 Replace manhole cover and remove all signs of activities, equipment, debris, etc.  Ensure gate(s) are shut on the way out.
 Inform resident(s) of the condition encountered, work completed and if there is any necessary follow-up. If so, provide an anticipated date and time when crews need to return.  If necessary, identify the location of the upstream and/or downstream manhole(s) in the underground map book. Proceed to that residence and start process again.

If resident refuses entry:
 Hand the resident the “Access Required” door hanger and allow them a moment to read and u
nderstand the City ordinance that residents must provide unobstructed access to public mainlines and manholes located on private property. If necessary, hand resident manager’s business card and wait for resident to call.

If resident STILL refuses entry:
 Return to yard and ask supervisor to mail an “Access Ordinance” letter to the resident. The letter should provide a date and time upon which crews will return and require access.

Daytime: IF NO ONE IS HOME AND YARD IS ACCESSIBLE:
 Fill out the “Access Required” door hanger explaining that there was a need for sewer crews to access the public sewer mainline/manhole on the property. Leave on the door knob(s) of doors expected to be used by returning residents.
 Go to gate and call out (make noise) in case there is a dog in the yard.  Enter yard and proceed with maintenance activities as neatly as possible. Try not to disturb landscaping.
 After activities are completed, replace manhole cover and remove all signs of activities, equipment, debris, etc.
 Ensure gate(s) are shut on the way out.
 If no one has returned, complete information on the door hanger providing the resident with information on the condition encountered, work completed and if there is any necessary follow- up and when crews are anticipated to return.

Daytime: NON-EMERGENCY- - IF NO ONE IS HOME AND YARD IS NOT ACCESSIBLE:
 Fill out the “Access Required” door hanger explaining that there is need for sewer crews to access the public sewer mainline/manhole on the property. Provide a date and time upon which crews will return and expect access (gate unlocked, dogs kept inside, etc.) in order to service the mainline of manhole.
 Return at specified date and time.

If yard is still not accessible:
 Return to yard and ask supervisor to mail an “Access Ordinance” letter to the resident. The letter should provide a date and time upon which crews will return and require access.

If yard is YET AGAIN not accessible:

Exhibit C
City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN

SAMPLE DOOR HANGER
 Call communications and/or a code enforcement officer and request an escort onto the property.

Daytime: EMERGENCY - - IF NO ONE IS HOME OR UNABLE TO GET A RESPONSE & YA
RD IS NOT ACCESSIBLE:
 Call communications and inform them that there is a sewer emergency and crews are going into the yard of a residence. This is important in case resident calls police about an intruder.  Fill out the “Access Required” door hanger explaining that there was a need for sewer crews to access the public sewer mainline/manhole on the property. Leave on the door knob(s) of doors expected to be used by returning residents.
 PROCEED TO ATTEND TO THE EMERGENCY. (Crews may need to jump the locked fence).  After activities are completed, replace manhole cover and remove all signs of activities, equipment, debris, etc.
 Ensure gate(s) are shut on the way out.
 If the resident has not returned, complete information on the door hanger providing the resident with information on the condition encountered, work completed and if there is any necessary follow-up and when crews are anticipated to return.
 Call communications again to inform them you are leaving the site.

Nighttime: EMERGENCY - - IF NO ONE IS HOME OR UNABLE TO GET A RESPONSE & YARD IS NOT ACCESSIBLE:
 Call communications and inform them that there is a sewer emergency and crews REQUEST THE PRESENCE OF AN OFFICER (ASAP).
 Fill out the “Access Required” door hanger explaining that there was a need for sewer crews to access the public sewer mainline/manhole on the property. Leave on the door knob(s) of doors expected to be used by returning residents.
 AFTER ARRIVAL OF AN OFFICER, PROCEED TO ATTEND TO THE EMERGENCY.

Do not attempt to gain access prior to the arrival of an officer.  After activities are completed, replace manhole cover and remove all signs of activities, equipment, debris, etc.
 Ensure gate(s) are shut on the way out.
 If the resident has not returned, complete information on the door hanger providing the resident with information on the condition encountered, work completed and if there is any necessary follow-up and when crews are anticipated to return.

Dispatch/Communications # = 650–522–7700
SSMP
ELEMENT 6 – OERP
APPENDIX 6.3
Investigation and Documentation Forms
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City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN

INVESTIGATION AND DOCUMENTATION FORMS

SPILL INVESTIGATION FORM
Caller Summary
am pm
am pm
am pm
SPILL ADDRESS:

Cross Street:

CALLER NAME:

CALLER CONTACT #:

DATE OF INITIAL CALL:

TIME OF INITIAL CALL:

EST. TIME SPILL STARTED:

Work Summary
REC’VD BY CREW (DATE/ TIME):

ARRIVAL TIME: : am pm
Called PW Sup. ______□ Spoke □ Left message
(Initial) (Sup Initials) □ Called PW Mgr
am pm
am pm
TIME SPILL ENDED:

T
IME CLEAN-UP FINISHED:

EMPLOYEES:

VEHICLES:

MATERIALS:

Condition Encountered (Describe…):

Customer Cleanout was (circle): Full Empty Non-existent ● ACTIONS TAKEN (circle): JET VAC CCTV
HANDROD SNAKE OTHER:

Order of Steps Taken:

1. 3.

2. 4.

Contained Spill (circle): ALL PORTION NONE
●Restored Flow?: Y N
●SITE CLEANED-UP?: Y N
●SITE DISINFECTED?: Y N
●HEALTH WARNINGS POSTED AT SITE?: Y N
●BEACHES POSTED?: Y N
●BARRICADES PLACED? Y N
●PHOTOS TAKEN? Y N
Spill Details
●SPILL DURATION (hrs/min):
●EST. SPILL RATE (gal/min):
●EST. SPILL VOLUME (gal):
●EST. VOL RECOVERED(gal):
●EST. VOL NOT RECOVERED(gal):
●FEET CLEANED: _ main lateral
●RAIN: Y N If Yes Size of Rain Event:
●PROPERTY TYPE?: Public Private
●PROPERTY DAMAGE?: Yes No
●SPILL APPEARANCE POINT:
□ Inside Bldg/Struc (location)
□ Cleanout on lateral
Lat type: □ Proper c-o □ Imp c-o □ No c-o
Lat loc: □ Front □ Back □ Side
□ Manhole MH#
□ Lampost Cleanout LP#
□ Other
PROBLEM FOUND IN: □ Lateral □ Mainline
UPSMH# DWNMH#
PIPE DIA.: ˝ MATERIAL: AGE ____
●PROBLEM (circle):

Blockage (If blockage) ●BLOCKAGE FROM:

Broken Animal Carcass
Capacity Deficiency Construction Debris
I & I Debris/Grit
Unknown Detergent
Further Details: Grease/FOG
Roots
Solids
Other
●FINAL DESTINATION: Bubble-Up Storm Drain
Storm Drain System*
Inside Bldg/Structure
Unpaved Surface
Street/Curb/Gutter
Surface Water Impact
Other
*If Storm Drain System – Was stormpipe plugged downstream and vacuumed? Y N N/A
●REACH STATE WATERS?: Y N UNK
●EST VOL REACHED STATE WATER: gal
●SAMPLES COLLECTED: Y N N/A
City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN

INVESTIGATION AND DOCUMENTATION FORMS

SPILL SERVICE CALL FORM
When a call is received by a representative of the City of San Mateo regarding a spill complaint, or when a City representative witnesses a sewage discharge, the following information should be recorded:

Date: Time Call Received: Received By:

Phone #:

X-St.

Caller’s Name:

Caller Address:

Location of Spill: Estimated
Time spill began:

NOTE: A City Representative could be any City employee, a police officer or dispatcher, fire fighter, or administrative staff. The Sewer Division is to ensure that all representatives of the City understand the urgency in contacting the Sewer Division directly after receiving a spill complaint and the importance of collecting contact information and the estimated start of spill time.

City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN

INVESTIGATION AND DOCUMENTATION FORMS

SPILL - REQUIRED NOTIFICATIONS
If more than 1,000 gallons reached surface waters or are likely to reach waterways
Call CAL OES within 2 hours*: 800-852-7550
* notify CAL OES as soon as notification can be provided without substantially impeding cleanup or other emergency measures, but no later than 2 hours after becoming aware of spill
Write down CAL OES #:

Call CAL OES back if the information you initially provide them (spill volume, waterway being impacted, etc) significantly changes from the time of the initial phone call.

Initial phone call:

PERSON CALLING:____________
DATE & TIME: ________________
SPOKE TO: __________________
Updates to CAL OES, if needed:

PERSON CALLING:____________
DATE & TIME: ________________
SPOKE TO: __________________SAMPLING AND PUBLIC POSTINGS – Only for spills where more than 10,000 gallons enter waterways Receiving Waters were: □ Noticeably Impacted □ NOT Noticeably Impacted Name of waterway where sewage entered water:

Waterway was a: □ Creek □ Channel □ Other
Waterway was : □ Dry □ Ponded □ Trickling □ Flowing □ Gushing Locations where signs were posted: ____________________________________ (take pictures) Samples taken by: Date & Time:

Samples taken: ft upstream & ft downstream of where sewage entered water Conditions that may have influenced sample results:

RE-SAMPLING
Sample dates:

Date of “clear” sample and signs removed:

Additional notes:_________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________

ADDRESS HISTORY/ SPILL FOLLOW-UP
Date of last Maintenance: Frequency of Maintenance:

Dates/ WO#s of Previous Backup Calls:

Final Determinations of Cause: Spill Corrective
Action Taken:
□ Adjust Maintenance Schedule / Method of Cleaning – Describe:
□ Line TV’d Date: □ Replaced Line Date:
□ Repair Scheduled for Date: □ Other (Describe)
City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN

INVESTIGATION AND DOCUMENTATION FORMS

SPILL START TIME INVESTIGATION
Caller: ____________________
Where did you see sewage spill from? Manhole Inside Building Clean Out Wet well/Lift station Other_____________________________________________________________________ Date/time caller noticed spill: Date: ____/____/_Time: _____:______ AM PM Comments from caller: _______________________________________________________________________________________ __________________________________________________________________________________________________________ Last time Caller observed NO spill occurring: __________:__________ AM PM Date: _________/________/________ Comments:________________________________________________________________________________________________ _
__________________________________________________________________________________________________________ First Responder: ____________________
Arrival Date/Time: Date: ___/___/___ Time:_________:_______ AM PM ** Attempts should be made to interview at least two (2) others in addition to the Caller.

If nobody is available, document attempts (by address or passer-by) ** On Site Interview 1: Name/Address: ____________________________________________________________________________ Observation Description: _____________________________________________________________________________________ _____________________________________________________ Time Observed Spill: ______:______ AM PM N/A On Site Interview 2: Name/Address:
_____________________________________________________________________________ Observation Description:
______________________________________________________________________________________ _____________________________________________________ Time Observed Spill: ______:______ AM PM N/A Other comments regarding spill start time (more attempted interviews, or reason for no interviews, etc.): _______________________ __________________________________________________________________________________________________________ __________________________________________________________________________________________________________ __________________________________________________________________________________________________________ __________________________________________________________________________________________________________ __________________________________________________________________________________________________________ __________________________________________________________________________________________________________ City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN

INVESTIGATION AND DOCUMENTATION FORMS

SPILL VOLUME CALCULATION
The purpose of this worksheet is to capture the data and method(s) used in estimating the volume of a spill.

Since there are many variables and often unknown values involved, this calculation is just an estimate.

Additionally, it is useful to use more than one method, if possible, to validate your estimate.

Check all methods and tools that you used: Remember to take photos!  Visual estimate
 Measured surface area and volume
 Duration and flow rate
 Estimated daily use per capita upstream
 Meter @ Pump Station
 Other (use notes to explain)
Visual Estimate Method- Imagine a bucket(s) or barrel(s) of water tipped over.

Size of bucket(s) or
barrel(s)
How many of this
Size?
Multiplier Total Volume
Estimated
1 gal. water jug X 1
5 gal. bucket X 5
32 gal. trash can X 32
55 gal drum X 55
Total Volume Estimated
Using Visual Method
Measured Volume Method (this may take several calculations as may have to break down the odd shaped spill to rectangles, circles, and polygons)
If the entire spill is settled in one area, calculate the volume of spill in feet (L' X W' X D') and convert to gallons (X7.48 for gallons in a square area, and X.785 for gallons in a circular area). It is important when guessing depth to measure, if possible in several locations and use an average depth.

1. Draw a sketch of the spill in the space provided on next page

2. Draw shapes and dimensions used for calculations

3. Use correct formula for various shapes (see table below) Spill Shape Volume Calculation Formula Volume Result
Rectangle L x W x Dx7.48
Circle 3.14 x R² x Dx0.785
Polygons Show formula used
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Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN

INVESTIGATION AND DOCUMENTATION FORMS

USE THIS SPACE TO DRAW A SKETCH OF THE SPILL SHAPE AND DIMENSIONS Duration and Flow Rate Method
Start date and time: 1.

End date and time: 2.

Total spill duration:

Subtract line 1 from line 2. Show time in minutes

3. Average flow rate in GPM:

Use photo chart to estimate flow rate
(account for diurnal patterns if long duration)

4. Total volume estimate:
minutes x gpm

5. Upstream Connections Method
If you are dealing with a spill that has been running into a storm drain, you must estimate the gallons by: the amount of the spill times the number of upstream connections on the receiving line (200 gal. per household per 24 hr) and estimate the time that the flow has been occurring. Each residence contributes about 240 gallons per day or about 10 gallons per hour.

Multiply the number of residences by 10 and by the number of hours. This gives you the number of gallons.

EXAMPLE A: If you have a line with 6 houses on it and it has been spilling for 24 hours :
6 houses x 200 gallons per house per 24 hours = 1,200 gal.

EXAMPLE B: If you have 60 houses on a line that has been overflowing for 4 hours :
60 houses x 10 gallons per house per hour x 4 hours= 2,400 gal.

Pump Station Method
If the flow is coming from a pump station, use the previous day's (same weather) flow and pump capacity to estimate the flow.

Additional Notes (attach extra pages if needed):

City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN

INVESTIGATION AND DOCUMENTATION FORMS
SAMPLING Remember to take photos!
Required for spills where more than 10,000 gallons reach surface waters Name of waterway/channel where sewage entered water:

Waterway was: □ Dry □ Ponded □ Trickling □ Flowing □ Gushing Waterway was: □ Noticeably Impacted □ NOT Noticeably Impacted Samples taken by: Date & Time:

Samples taken: ft upstream & ft downstream of where sewage entered water
Conditions that may have influenced sample results:

Additional sample location(s), if requested by Sr Project Manager or San Mateo County Health:

RE-SAMPLING
Sample Dates/Times:

Additional Sampling Notes:

USE THIS SPACE TO DRAW A SKETCH OF SAMPLING LOCATIONS IN RELATION TO THE SPILL LOCATION This page left intentionally blank
SSMP
ELEMENT 6 – OERP
APPENDIX 6.4
Spill Calculation and Estimation

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City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN SPILL

CALCULATION AND ESTIMATION METHODS
Sewer Maintenance Spill
Calculation and Estimation Methods
Outlined in this document are three methods that are most often employed for estimating the volume of sanitary sewer spill. The City staff preparing the estimate should utilize the most appropriate method for the sewer spill in question and use the best information available.

Method 1: Eyeball method
The volume of small spills can be estimated using an “eyeball estimate”. To use this method imagine the amount of water that would spill from a container listed on the table below. A jug contains 1 gallon, a bucket contains 5 gallons, and a drum contains 55 gallons. If the spill is larger than 55 gallons, try to break the standing water into 55 gal drums and then multiply by 55 gallons. This method is useful for contained spills up to approximately 220 gallons.

Size of
container
How many
of this size?
Size Multiplier
(gal)
Total Volume
Estimated (gal)
Water jug X 1
Bucket X 5
55 gal drum X 55
Total volume
estimated
Method 2: Measured Volume
The volume of most small spills that have been contained can be estimated using this method.

The shape, dimensions, and the depth of the contained wastewater are needed. The shape and dimensions are used to calculate the area of the spills and the depth is used to calculate the volume.

Common Shapes and Dimensions
Steps for Volume Calculation
Step 1 Sketch the shape of the contained sewage (see figure above).

Step 2 Measure or pace off the dimensions.

Step 3 Measure the depth at several locations and select an average.

Step 4 Convert the dimensions, including depth, to feet.

Step 5 Calculate the area in square feet using the following formulas:

City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN SPILL

CALCULATION AND ESTIMATION METHODS
Rectangle: Area = length (feet) x width (feet)
Circle: Area = diameter (feet) x diameter (feet) x 0.785 Triangle: Area = base (feet) x height (feet) x 0.5
Step 6 Multiply the area (square feet) times the depth (in feet) to obtain the volume in cubic feet.

Step 7 Multiply the volume in cubic feet by 7.5 to convert it to gallons Method 3: Duration and Flowrate
Calculating the volume of larger spills, where it is difficult or impossible to measure the area and depth, requires a different approach. In this method, separate estimates are made of the duration of the spill and the flowrate. The methods of estimating duration and flowrate are:

Duration
The duration is the elapsed time from the time the spill started to the time that the flow was restored.

Start Time: The start time is sometimes difficult to establish. Here are some approaches:

1. Local residents can be used to establish start time. Inquire as to their observations.

Spills that occur in rights-of-way are usually observed and reported promptly. Spills that occur out of the public view can go on longer. Sometimes observations like odors or sounds (e.g. water running in a normally dry creek bed) can be used to estimate the start time.

2. Changes in flow on a downstream flowmeter can be used to establish the start time.

Typically the daily flow peaks are “cut off” or flattened by the loss of flow. This can be identified by comparing hourly flow data during the spill event with flow data from prior days.

This method will likely only be effective with consistent weather.

3. Conditions at the spill site change over time and can be used to establish the start time.

Initially there will be limited deposits of toilet paper and other sewage solids. After a few days to a week, the sewage solids form a light-colored residue. After a few weeks to a month, the sewage solids turn dark. The quantity of toilet paper and other materials of sewage origin increase over time. These observations can be used to estimate the start time in the absence of other information. Taking photographs to document the observations can be helpful if questions arise later in the process. This method is valid for spills that have been occurring for a long time and may be used in conjunction with either of the above methods.

4. It is important to remember that spills may not be continuous. Blockages are not usually complete (some flow continues). In this case the spill would occur during the peak flow periods (typically 10:00 to 12:00 and 13:00 to 16:00 each day). Spills that occur due to peak flows in excess of capacity will occur only during, and for a short period after, heavy rainfall.

End Time: The end time is usually much easier to establish. Field crews on-site observe the “blow down” that occurs when the blockage has been removed. The “blow down” can also be observed in downstream flowmeters.

Flow Rate
The flowrate is the average flow that left the sewer system during the time of the spill.

There are three common ways to estimate the flowrate:

City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN SPILL

CALCULATION

AND ESTIMATION METHODS

1. The San Diego Manhole Flowrate Chart: This chart, included as at the end of this appendix, shows sewage flowing from manhole covers at a variety of flowrates. The observations of the field crew can be used to select the appropriate flowrate from the chart. If possible, photographs are useful in documenting basis for the flowrate estimate.

2. Flowmeter: Changes in flows in downstream flowmeters can be used to estimate the flowrate during the spill.

3. Counting Connections: Once the location of the spill is known, the number of upstream connections can be determined from the sewer maps. Multiply the number of connections by 200 to 250 gallons per day per connection or 8 to 10 gallons per hour per connection.

For example: 22 upstream connections * 9 gallons per hour per connection = 198 gallons per hour / 60 minutes per hour
= 3.3 gallons per minute
Spill Volume
Once duration and flowrate have been estimated, the volume of the spill is the product of duration (hours or days) and the flowrate (gallons per hour or gallons per day).

For example: Spill start time = 11:00
Spill end time = 14:00
Spill duration = 3 hours

3.3 gallons per minute x 3 hours x 60 minutes per hour
= 594 gallons
City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN SPILL

CALCULATION AND ESTIMATION METHODS

SSMP
ELEMENT 6 – OERP
APPENDIX 6.5
Signage and Posting Procedures
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City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN

SPILL SIGNAGE AND POSTING

PROCEDURES

POSTING OF CONTAMINATED WATERS IN CONNECTION WITH SPILL This requirement applies to sanitary sewer overflows where 10,000 gallons or more reached a waterway or are expected to reach public creeks, drainage channels, and/or waters that run adjacent to or through City Parks and are accessible to the public, and/or the Marina Lagoon.

1. Follow spill emergency response procedures for spill assessment, and containment.

2. If sewage entered surface waters and was not fully recovered, refer to Sewage Watershed Map (page 22) and determine area of impact. Note name of watershed, names of waterways and beaches (if applicable) on spill field form.

3. Spill Response Crew shall assign a crew to post contaminated water advisory signs at all pre-determined locations downstream of spill location in the identified watershed(s).

Crew shall follow the Preferred Specific Locations identified on pages 23 through 25.

Signs shall be posted in conspicuous locations to avert potential human water contact.

Park locations where waters are completely fenced and inaccessible to the public will not receive signage.

4. If impacted watershed drains in to the Marina Lagoon, the large beach closure signs shall be utilized at Aquatic Park (1097 Seal Court) and Lakeshore Park (1500 Marina Court).

5. Leadworker, PW Supervisor or Sr. Project Manager shall inform Director of Parks and Recreation (522-7404) and Parks Manager (522-7423) of spill address/location, date, time and volume of spill, and the name of the impacted Sewage Spill Watershed.

6. Warning signs should remain posted until the risk of contamination has subsided to acceptable background levels. For beaches, this will be determined by the San Mateo County Department of Environmental Health. For all other waterways, re-sampling must be performed by crews.

For Questions or further assistance,
Contact County Recreation Water Quality Program
Phone 363-4798
City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN

SPILL SIGNAGE AND POSTING PROCEDURES
DANGER

RAW SEWAGE

WATER CONTACT MAY

CAUSE ILLNESS
AVISO

AGUAS RESIDUALES CRUDAS

EL CONTACTO CON AGUA

PUEDE CAUSAR ENFERMEDADES
For more information – Para mas informacion
Contact: City of San Mateo
Department of Public Works
(650) 522-7300

City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN

SPILL SIGNAGE AND POSTING PROCEDURES

City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN

SPILL SIGNAGE AND POSTING PROCEDURES

PARK SIGNAGE POSTING LOCATIONS
Follow these noticing procedures for SSOs where more than 10,000 gallons reached (or are likely to reach) waterways that run adjacent to or through City Parks and are accessible to the public.

1. Identify the location of the spill on the Sewage Spill Watersheds, Spill Notifications Boundaries Map. Note the Name of the watershed. ALSO - Note whether the Watershed is part of a drainage system that reaches the Marina Lagoon (these watersheds are encircled in red on the map).

2. Find the name of the Watershed below and proceed to post “Danger, Raw Sewage” signage at the locations specified.

3. Remember to also post Beach Closure signs at Lakeshore Park, Aquatic Park, Bayside/Joinville and Tidelands Park.

Edgewood Creek Spill Watershed
There is no public access to any waterways in this watershed. PW Supervisor to contact and coordinate actions with the City of Burlingame.

Poplar/Bayfront Spill Watershed
Ryder Park
Post one sign downstream of water feature, adjacent to the wood deck.

San Mateo Creek Spill Watershed
Gateway Park
Post signs at the waters edge at the 3 rd Avenue and 4th Avenue entrances to the Park. Attach a third sign to an A-Frame and place it at the top of the stairs in the middle of the park which lead down to the creek.

Proceed to posting Arroyo Park (page 19).

City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN SPILL

SIGNAGE AND POSTING PROCEDURES
San Mateo Creek Spill Watershed continued…
Arroyo Park/DeAnza Historical Park (Arroyo Court)
Post signs in three locations on the pathways leading from Arroyo drive to the Creek.

NOTE: If spill occurred in upper San Mateo Creek around Polhemus, contact the Town of Hillsborough and the County Sanitary Sewer District.

Shoreview Spill Watershed
There is no public access to any waterways in this watershed. No posting is required. 16TH Ave. Channel Spill Watershed
There is no public access to any waterways in this watershed. Proceed to post at the Marina Lagoon locations from Aquatic Park north to the Marina Lagoon Pump Station (page 25). 19TH Ave. Channel Spill Watershed
There is no public access to any waterways in this watershed. Proceed to post at the Marina Lagoon locations (page 25).

Los Prados Spill Watershed
There is no public access to any waterways in this watershed. Proceed to post at the Marina Lagoon locations (page 25).

Laurel Creek Spill Watershed
Laurelwood Park (3471 Glendora Dr.)
Proceed into park, pass the playground and take the path to the left. There are creeks on either side (creek on the right drains from Belmont). Post one sign near the culvert on the left side. Continue down the path and post another sign on the left side at the path leading down to the creek. Further down there is a fork in the path; stay to the left and post again at the creek access. Then, proceed to Post at Marina Lagoon locations (page 20).

City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN SPILL

SIGNAGE AND POSTING PROCEDURES

MARINA LAGOON PARK AND BEACH POSTINGS
Follow these noticing procedures for SSOs where more than 10,000 gallons reached (or are likely to reach) the Marina Lagoon.

The following locations are preferred specific locations for postings at locations along the Marina Lagoon where waters of the Lagoon are accessible.

Mariners Island Park (1550 Shoal Dr. – part of Mariners Island Spill Watershed) Post one sign along the waters edge in the ice plant
Bayside / Joinville Park (2111 Kehoe Ave)
Cross over the bridge from Joinville Park heading towards the Marina Lagoon Pump Station. Follow walking path along the lagoon. Post signs in the ice plant near the waters edge, conspicuously, in at least two locations along the walking path.

North End Marina Lagoon Boat Launch (Anchor Road. Near the Marina Lagoon Pumpstation) Post a sign at the boat launch.

SSMP
ELEMENT 6 – OERP
APPENDIX 6.6
Water Quality Monitoring Program
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City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN

WATER QUALITY MONITORING PROGRAM

WATER QUALITY MONITORING PROGRAM

INTRODUCTION
This Water Quality Monitoring Program supplements the description of City response activities and standard operating procedures to be utilized in the SERP, in the event a sanitary sewer spill exceeds 50,000 gallons and enters surface waters. This program is reviewed periodically and may
be updated as necessary.

SAFETY
Be aware of safety issues and do not subject personnel to unsafe conditions in order to comply with this Water Quality Monitoring Plan. Sampling will not be conducted if there are any concerns regarding field crew safety. These concerns may include heavy rain events, which compromise access points through flooding and swift currents. Thunderstorms will also be avoided when lightning is occurring. Employ the buddy system as required to maximize employee safety when sample collection is required.

ESTIMATION OF SPILL TRAVEL TIME
The following methods are recommended to estimate spill travel time and direction:
• Method 1: Use a velocity probe (such as a Global Water FP111-S Flow Probe). To determine the rate of flow in the surface water or
• Method 2: Visual ft/sec measurement. This may be done by observing or dropping floatable debris in the surface water and timing how long it takes to travel over a measured distance (e.g., 100 feet). Include sections in the surface water where there are bends, bottlenecks, or other characteristics that may slow down the flow. If the first measurement is uncertain, this estimate may be performed three to five times, and the values averaged to determine an estimated travel time.

Either method will provide a means to estimate the distance traveled and identify where the spill may be headed within the waterway.

City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN

WATER QUALITY MONITORING PROGRAM

WATER QUALITY SAMPLING PROCEDURES
• In the event a spill reaches a surface water or (flowing) drainage channel tributary and the volume is estimated as greater than 50,000 gallons, samples are required within 48 hours of first knowing of the release. The purpose of water quality sampling is to determine the nature and extent of the impact of the spill. Note: Water quality sampling should not be given precedence over stopping the spill or protection of public health. • When sampling a spill, collect a minimum of three samples as conditions allow. One sample shall be located 100 feet upstream of the point where sewage entered the waterway. The second sample shall be taken at the discharge location. A third sample shall be taken 100 feet downstream of the point where sewage entered the waterway.

When possible, collect samples from the middle of the waterway where the water is actively flowing.
• Sample for Total Coliform, E. coli, enterococcus, and Ammonia as a minimum. Conduct additional sampling for pH if practical.
• Additional follow-up samples may be required by the County Health Department to confirm the surface water quality has returned to baseline conditions. The timing and location of samples shall be determined through discussions with the County Health Department. Follow-up samples may be used to determine if posting of warning signs should be discontinued (if signs were posted).
• Collaboration with the County Health Department should continue until closure is obtained.

WATER QUALITY SAMPLING EQUIPMENT
The following list describes equipment that should be stocked and readily available for each water quality sampling event.
• Personnel protective equipment including latex/nitrile gloves and eye protection • 3 – 120 mL sterile plastic containers for Bacteria sample collection. • 3 – 250 mL plastic containers preserved with H2SO4 for Ammonia analysis. • 3 – 250 mL plastic containers (for collecting the sample and transferring to the preserved container for ammonia. Also can be used for checking pH, if desired) • 1 – Sample Collection Tool (extension pole with attachment to hold sample bottle) • Cooler with ice packs
• Chain of Custody forms for WWTP Lab, Caltest Labs, and County Health Lab, Ensure that there are adequate quantities of sample containers-kits if there are more than three sample locations.

City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN

WATER QUALITY MONITORING PROGRAM
S

AMPLE COLLECTION PROCEDURE
Note: Collect the UPSTREAM sample first.

I. Bacteria Sample Collection – Dip sample bottle into water, preferably mid-stream

1. U sing the 120-mL sterile plastic sample bottles, one sample must be filled at a point approximately 100 feet upstream of where the spill entered the receiving water, a s
econd bottle filled at a point 100 feet downstream of where the spill entered the r
eceiving water, and the third sample collected at the point where the spill entered the receiving water. Total coliform, E. coli and enterococcus can be analyzed at the l
ab from each sample container.

2. I mmediately before sampling, don latex/nitrile gloves. Using a pen (that doesn’t smear in water) record on the bottle label (1) the sample ID*, (2) date, (3) time of sample collection, and (4) the sampler’s initials.
*
Sample ID = Manhole#–UP (upstream) or Manhole#-DWN(downstream) Example for upstream Sample ID: 431:06-UP
Example for downstream Sample ID: 431:06-DWN
Example of discharge point Sample ID: 431:06-PT

3. Ca refully op en the sample bottle without touching the inside of the lid or bottle.

4. Face ups tream (or upgradient) using the extension pole or by hand, submerge the s
ample container and fill it under water, if possible, without collecting surface or bottom debris. Pour off excess sample volume so that the container is filled to the 100-mL fill line. Secure the lid and dry the outside of bottle with a paper towel.

5. I mmediately place the filled & labeled sample container inside the cooler with ice or cold packs.

6. R epeat Steps 1 through 5 for each bacteria sample location. Proceed to Section III (after collecting ammonia samples if necessary).

II. Ammonia Sample Collection – Do NOT Dip Sample Bottle into Water Use Secondary Container

1. O ne 250 -mLplastic ammonia sample bottle (containing sulfuric acid as preservative) must be filled at a point 100 feet upstream of where the spill entered the receiving water, one sample collected at a point 100 feet downstream of where the spill entered the receiving water, and a sample where the spill entered the receiving water. USE THE UNPRESERVED SAMPLE CONTAINER (does not contai n
s
ulfuric acid) TO COLLECT THE SAMPLE AND TRANSFER THE CONTENTS TO THE PRESERVED SAMPLE CONTAINER. Sampling personnel must wear gloves and safety glasses while collecting samples for ammonia because of pot
ential contact with sulfuric acid, which is highly corrosive.

2. U se a pen that does not smear when wet to record on the bottle label (1) the s
ample ID*, (2) date and (3) time of sample collection, and (4) the sampler’s initials.

City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN

WATER QUALITY MONITORING PROGRAM
*
Sample ID = Manhole#–UP (upstream) or Manhole#-DWN(downstream) Example for upstream Sample ID: 431:06-UP
Example for downstream Sample ID: 431:06-DWN
Example of discharge point Sample ID: 431:06-PT

3. R emove the lid from the clean / empty / unused 250-mL plastic secondary container (does not contain sulfuric acid).

4. Face ups tream (or upgradient) using the extension pole or by hand, submerge the s
econdary container and fill it under water, if possible, without collecting surface or bottom debris.

5. C arefully open the ammonia sample bottle containing sulfuric acid.

6. S lowly transfer sample from the secondary container into the 250-mL ammonia s
ample bottle preserved with sulfuric acid. Secure the lid so that acidified sample does
not leak out of the bottle and dry the outside of bottle with a paper towel.

7. I mmediately place the filled & labeled sample container ins ide the cooler with ice or cold packs.

8. R epeat Steps 1 through 7 for each ammonia sample location.

III. Chain-of-Custody & Sample Delivery

1. De p ending on which lab the bacteria samples will be delivered to, complete the appropriate Chain-of-Custody (COC) form for the bacteria samples (either the WWTP Lab or County Health Lab); include the Sample IDs, Date & Time of Sample C
ollection and Sampler’s Name & Signature. Note the approximate upstream and downstream distance in the “Notes” field on the COC if the samples were collected f
rom a distance other than 100 feet.

The COC is a legal document and must be complete.

2. S pecify on the COC the analyses requested for each sample. Each sample should be anal
yzed for: Total coliform, E. coli, and Enterococcus. Each COC is pre-filled for
three samples; add additional lines if more samples were collected.

3. C omplete the Caltest Lab COC form for all samples that will be analyzed for ammonia. Include the Sample IDs, Date & Time of Sample Collection and Sampler’s Name & Signature. Note the approximate upstream and downstream distance in the “Notes” field on the COC if the samples were collected from a distance other than 100 feet.

The C OC is a legal document and must be complete.

4. De liver bacteria samples to the WWTP Laboratory during normal business hours (Mon – Sun 6:30 a.m. to 3 p.m.). If after business hours, deliver to the County Health Lab.

5. A mmonia samples will be picked up by Cal test from the WWTP Lab. A sample r
efrigerator labelled “Caltest Pickup” is in the sample receiving room of the WWTP Lab. Place the labelled ammonia samples in the refrigerator. MAKE SURE THE City of San Mateo
Public Works Department
Environmental Services Division

SPILL EMERGENCY RESPONSE PLAN

WATER QUALITY MONITORING PROGRAM
SAMPLE LABELS AND COC ARE COMPLETE. Place the CalTest COC in the clip on the refrigerator door. Call Caltest for a pickup (707-258-4000). The courier will sign the COC when they pick up the samples and leave a copy of the signed COC in the clip.

6. If unable to deliver the bacteria samples to the WWTP Lab, they can be delivered to the San Mateo County Public Health Laboratory at:
225 W.
37th Ave, Room 113. Hours of operation are Mon – Fri 8a m to 5pm.* Have the Lab Analyst sign the COC form & make a copy.

7. Place the signed COC forms (or photocopies) in the spill file.

SAM

PLING COLLECTION BEST PRACTICE
• Collect all grab samples approximately 3’ - 6” below the surface (or if shallower, as close as possible to this depth) to avoid sampling debris or scum from the surface. • Collect the sample in a safe manner in the middle of the flow, against the direction of water flow.
• Photo-document the spill locations.
• Leave approximately one inch of head space in individual sample bottles. Do not overfill. • Once the lid is opened for the individual sample bottle, do not touch the inside surface of the bottle or lid.
• For the sample bottles that contain a preservative, take care to keep the preservation material in the container.
• Immediately place all sample bottles on ice.

SAMPLING TIME CONSTRAINTS
Bacteria samples have a 6-hour (chilled) regulatory holding time. Samples will not be analyzed if the holding time has been exceeded. The WWTP Lab and County Lab need about 30 minutes to set up the tests.

Ammonia samples have a 28-day regulatory holding time. Samples must be maintained at < 6oC (on ice or refrigerated) from the time of collection until receipt by the analytical laboratory. *If the WWTP Lab and County Public Health lab is Closed… If the WWTP Lab or County Health Lab will be opening within 5 hours from the time the samples were collected, keep samples in a refrigerator or in the cooler containing the cold packs/ice and immediately deliver samples as soon as either Lab is open for business.

Otherwise, call the County Health Lab’s After Hours Contact List (starting with #1 – Office/Pager/Cell
) and arrange to meet a lab analyst. They have agreed to meet us at the lab to receive samples during off-hours.

Spill Sampling Laboratory Contact Information is on the following page.

CITY OF SAN MATEO - SEWER MAINTENANCE
County of San Mateo
Department of Health
Public Health Laboratory
225 West 37th Avenue, Room #113
San Mateo, CA 94403
(650) 573
-2500
Bruce K. Fujikawa, Dr. P.H., Laboratory Director

ENVIRONMENTAL TEST REQUEST FORM
COLLECTED BY: DATE COLLECTED:

SAMPLE ID : TIME COLLECTED:

TEST REQUEST ORDER CHOICE:

DATE AND TIME RECEIVED INITIALS

LAB USE ONLY

CITY OF SAN MATEO - SEWER MAINTENANCE

MULTIPLE TUBE FERMENTATION TEST
COLILERT-18 TEST (DILUTE 1:10)
ENTEROLERT TEST (DILUTE 1:10)
O THER
SAMPLE TYPE:

RECREATIONAL WATER
BEAC H ON MARINA LAGOON (Name of Beach:
)
S OIL

M ARINA LAGOON

BAYSI DE
CRE EK (Name of Creek:
)
CHA NNEL (Name of Channel:
)
M OUTH OF CHANNEL AT LAGOON (Name of Channel:
)
O THER
SYSTEM NAME: San Mateo CS SYSTEM ID # :
2SSO10183
SAMPLE SITE/ADDRESS: 1949 Pacific Blvd
S an Mateo, CA 94403
SEND REPORT TO (FULL ADDRESS): BILL TO (NAME OF

ORGANIZATION)
LOCATION: City of San Mateo CS City of San Mateo CS
1949 P acific Blvd 330 W. 20th Ave
San Mateo, CA 94403 San Mateo, CA 94403
ATTENTION: Tony Baltadano fax: 650-522-7351

SSMP
ELEMENT 6 – OERP
APPENDIX 6.7
Spill Technical Report

This page left intentionally blank

ON LETTERHEAD

Date

State Water Resources Control Board
1001 I Street
Sacramento, CA 95814

Subject: Technical Report for Sanitary Sewer Spill of 50,000 Gallons or More Event ID: XXXXXX

This submittal comprises the Sanitary Sewer Spill Technical Report (“Report”) that is required by State Water Resources Control Board (“SWRCB”) Order No.WQ 2022-0103-DWQ (“Order”). The Order requires each enrollee to submit a Spill Technical Report in the California Integrated Water Quality System (“CIWQS”) online Sanitary Sewer System Database within 45 calendar days of the spill end date for any spill in which 50,000 gallons or greater is discharged to surface waters.

This Report comprises the following sections:

1. Causes and Circumstances of the Spill

2. District’s Response to Spill

3. Water Quality Monitoring

4. Spill Impact Evaluation

1.0 CAUSES AND CIRCUMSTANCES OF THE SPILL

A. Complete and detailed explanation of how and when the spill was discovered:

B. Photographs illustrating the spill origin, the extent and reach of the spill, drainage conveyance system entrance and exit, receiving water, and post-cleanup site conditions:

C. Diagram showing the spill failure point, appearance point(s), the spill flow path, and ultimate destinations:

D. Detailed description of the methodology employed and available data used to calculate the discharge volume and, if applicable, the recovered spill volume:

State Water Resources Control Board
Date

E. D
etailed description of the spill cause(s):

F. D
escription of the pipe material and estimated age of the pipe material at the failure location:

G. D
escription of the impact of the spill:

H. Copy of original field crew records used to document the spill are included at the end of this report.

I. T
he Order requests historical maintenance records for the failure location. The associated pipe segment cleaning and CCTV history is provided in Table 1.

Table 1. Maintenance Results for Pipe Segment XXXXX-XXXX Date Action: Clean or CCTV Summary of Findings

2. 0 RESPONSE TO SPILL
A. C
hronological narrative description of all actions taken by the District to terminate the spill:

State Water Resources Control Board
Date

B. Explanation of how the Sewer System Management Plan SERP was implemented to respond to and mitigate the spill:

C. Final corrective action(s) completed and a schedule for planned corrective actions, including:
a. Local regulatory enforcement action taken against an illicit discharge in response to this spill, as applicable:

b. Identifiable system modifications, and operation and maintenance program modifications needed to prevent repeated spill occurrences:

c. Necessary modifications to the SERP to incorporate lessons learned in responding to and mitigating the spill.

3.0 WATER QUALITY MONITORING

A. Description of all water quality sampling activities conducted:

B. List of pollutant and parameters monitored, sampled, and analyzed:

C. Laboratory results, including laboratory reports:

D. Detailed location map illustrating all water quality sampling points:

State Water Resources Control Board
Date

E. O
ther regulatory agencies receiving sample results (if applicable):

4.0 SPILL IMPACT EVALUATION
A. E
valuation of spill impact(s), including a description of short-term and long-term impact(s) to beneficial uses of the surface water.

SSMP
ELEMENT 7 – FATS, OILS, AND GREASE
(FOG) CONTROL PLAN

Appendix 7.1.A – Outreach Materials
Appendix 7.1.B – Waste Discharge Permit
(WDP)
Appendix 7.1.C – WDP Standard Terms,
Conditions, and
Requirements
Appendix 7.1.D – BMPs for FSEs
Appendix 7.1.E – Pretreatment System
Maintenance Log
Appendix 7.1.F – WDP Q&As
Appendix 7.1.G – Inspection Form – FSE
Appendix 7.1.H – FOG Hot Spots
(Schedule & Map)
Appendix 7.1.I – List of FSEs and Grease
Removal Device Cleaning
Frequency

This page left intentionally blank

SSMP
ELEMENT 7 – FATS, OILS, AND GREASE
(FOG) CONTROL PROGRAM
APPENDIX 7.1

FOG Supporting Materials

Table of Contents
 Exhibit 7.1A – Outreach Materials (Commercial & Residential)  Exhibit 7.1B – Waste Discharge Permit (WDP)
 Exhibit 7.1C – WDP Standard Terms, Conditions & Requirements  Exhibit 7.1D – Best Management Practices for Food Service Facilities
 Exhibit 7.1E – Pretreatment System Maintenance Log
 Exhibit 7.1F – Waste Discharge Permits Q&A
 Exhibit 7.1G – Inspection Form (Food Service Facility)  Exhibit 7.1H – Preventative Maintenance: Priority Areas (Schedule and Map)
 Exhibit 7.1I – Food Service Facilities, Inspection Frequency and Other Information

Grease Removal Devices and Maintenance / Records
 If you generate grease, you will need a grease removal device (GRD). - A GRD is either a grease trap or a grease interceptor.  To stop pipes from plugging, keep your GRD in continuous operation and clean. - At a minimum, clean the device every six months ; or when the combined thickness of the floating fats, oil and grease, and solids layers exceeds 25% of the total depth of the device.  Keep a record of GRD cleanings in a logbook or binder for the Environmental Compliance Inspector to review:
- Document the date
- Who performed the cleaning
- How much waste was removed
- Where the waste was deposited
 If you hire a contractor to clean the GRD:
- Confirm the work was performed as agreed
- Keep the receipts in a folder as proof of service
Restaurant Operating Practices
 Greasy, dirty, water from cleaning the exhaust FILTERS should be drained into the sink connected to the grease trap or interceptor - or disposed of offsite by your contractor. - Water from cleaning the exhaust HOODS is too dirty and should be disposed of offsite by your contractor.  Waste oil should be collected in a tallow bin and disposed of by a grease-waste hauling company.  To save money on GRD cleaning costs, use dry clean -up methods such as dry wiping with ru bber scrapers and paper towels. These practices reduce the solids and grease load to the GRD:

Scrape off excess food from plates and cookware into the trash.

Wipe the excess grease with paper towels and dispose of the towels in the trash.

Wash plates, pots, pans and utensils.
 Keep the ingredients in the bowl, not on the floor! To prevent spills:
- Cover large containers when transporting
- Securely store liquid materials away from floor drains  To prevent solids from clogging pipes, keep strainers or screens over floor drains.

Storm Drain Protection
 It’s against the law to drain any water into a storm drain from washing floor mats or other equipment. Storm drains lead directly to local creeks and the bay, and are for rain water only. Instead, pour dirty water in the mop sink or an area connected to a sanitary drain.
 Don’t throw mop water out the back door! It is illegal to dump mop water to a storm drain.

Put it into a sink or sanitary drain instead.
 Keep it clean! Cover your dumpsters and clean your trash enclosure, tallow bins, or barrels to prevent trash and grease waste from getting washed into the storm drain.  Don’t rinse spills into the storm drain. Use dry clean-up methods (absorbents/kitty litter for oil spills) or a wet-dry vacuum to clean outdoor spills.

EXHIBIT 7.10A
City of San Mateo, Regulatory Compliance
Required Best Management Practices for
Food Service Facilities

City of San Mateo, Regulatory Compliance
Municipal Code Applicable to
Food Service Establishments
Chapter 7.38 Sanitary Sewer Use

7.38.160. Requirements for Food Service Facilities
(a) The owner of every commercial, industrial, or institutional food service facility, shall install or cause to be installed a pretreatment system for grease removal which meets or exceeds minimum sizing requirements of the Uniform Plumbing Code, by no later than January 1, 2001. The Director shall approve final sizing.

7.38.100 Pretreatment of Industrial Waste
(c) Food service facilities shall have a pretreatment system for grease removal designed to serve all drains that may discharge grease into the sewer, including floor drains.

7.38.120 Specific Discharge Prohibitions
(h) Oil and grease shall not be discharged into the sewer system if average concentration of floatable oil and grease exceeds 20 mg/L, defined as that which is subject to gravity separation at a temperature of 20 degrees Celsius and at pH 4.5; nor shall the total oil and grease concentration exceed 200 mg/L.

7.38.170 Operation and Maintenance of Pretreatment Systems (a) Pretreatment systems shall be inspected and maintained by the user as needed to ensure continuous efficient operation.
(c) A record of all inspection and maintenance activity shall be kept by the user at the facility showing the date of inspection or maintenance, the activity completed, and the disposition of the removed contents, filters cartridges, or other components.
(d) Failure to operate or maintain the pretreatment system in a way so as to ensure optimum efficiency, or failure to keep records of pretreatment system maintenance shall constitute a violation of this chapter.

7.38.210 Waste Discharge Permit
(a) The Director shall require each significant industrial user to obtain a waste discharge permit. (b) The Director may require other users to obtain waste discharge permits as necessary to carry out the purposes of this chapter.

7.38.390 Best Management Practices
(a) Where best management practices (BMP’s) have been established or adopted by the Director for an activity, operation, or facility which may cause a prohibited dischar ge to the sanitary sewer or stor m drain systems, persons undertaking such activity or o peration, or owning or operating such facility shall comply with such requirements as may be specified by the Director in waste discharge permits, compliance directives, printed material, or verbal notice. (Ord. 2006-1 § 1; Ord. 2003-7 § 1) Chapter 7.39 Stormwater Management and Discharge Control

7.39.090 Discharge of Pollutants
(a) Non-stormwater discharges to the City storm drain system are prohibited.

7.39.110 Illicit Discharge
(a) It is prohibited to establish, use, maintain, or continue illicit drainage connections to the City storm drain system, and to commence or continue any illicit discharges to the City storm drain system. This prohibition applies to connections made in the past, regardless of whether made under a permit or whether permissible under the law or practices applicable or prevailing at the time of the connection.

7.39.120 Reduction of Pollutants in Stormwater
Any person engaged in activities, which will or may result in pollutants entering the City storm drain system shall undertake all practicable measures to reduce such pollutants.

Storm drains flow directly into creeks, San Francisco
Bay and the Pacific Ocean without any treatment. Non-
stormwater and other wastes that flow into a storm
drain cause pollution. Food handling facilities can cease stormwater pollution through proper cleanup practices that ensure food particles, oil and grease, litter, wash water and cleaning products flow to interior sewer connections, which ensures the water is treated prior to being released.

NEVER RINSE OUTDOOR

AREA WITH HOSE
Only rain water is allowed down the
storm drains, because storm drains
connect directly to local creeks.

It is the responsibility of your business to use appropriate Best Management Practices (BMPs) to keep wind or rain
from carrying pollution into the street.

GENERAL BEST MANAGEMENT PRACTICES
Keep Dumpster Area Clean
Close dumpster lids.

Routinely inspect dumpster area for cleanliness.
• If dumpsters overfill, consider having more dumpsters, or increasing trash pick-up service.
• Replace leaking or cracked dumpsters.
• If loose waste is on the ground, then sweep up.

Educate all staff on keeping dumpster areas tidy. With
high rates of employee turnover, or when sharing a
dumpster area, post signs or have routine meetings on
proper BMPs.

Cooking Oil & Grease
Store oil and grease properly in permitted tallow bins; never pour oil or grease in the trash, storm drain, street, sinks or floor drains.

Keep tallow bins clean & lids sealed.

Have tallow bin collection scheduled to maintain
adequate storage capacity.

Check rooftop exhaust fans at least monthly. Place tray under exhaust fan shrouds to collect oil; empty weekly at a minimum.

Clean up spills right away (See back of this sheet).

Manage Outdoor Areas (Parking Lots, Outdoor Seating,
Staff Break Areas, Outdoor Storage)
Empty trash bins into dumpster regularly.

Sweep frequently in trash-prone places.

If frequent litter issues, consider adding trash cans.

Place ash trays in cigarette-prone areas.

BEST MANAGEMENT PRACTICES FOR

FOOD SERVICE FACILITIES
Information for Restaurants | Cafeterias | Grocery Stores | Food Handling Facilities Roofed trash enclosure with doors closed.

Bilingual sign reminds staff to keep area tidy.

Dumpster lid is closed, and there
is no loose trash on ground.

Outdoor seating area
is swept frequently, is
covered, and has fencing
to keep debris from
blowing into the street.

LOCAL STORMWATER AGENCIES:

Atherton ...... (650) 752-0555 Foster City ............ (650) 286-3270 Redwood City ........ (650) 780-7464 Belmont. . . . . . . (650) 637-2972 Half Moon Bay ........ (650) 726-7177 San Bruno ........... (650) 616-7020 Brisbane ...... (415) 508-2130 Hillsborough ......... (650) 375-7444 San Carlos ........... (650) 802-4212 Burlingame .... (650) 342-3727 Menlo Park ........... (650) 330-6750 San Mateo ........... (650) 522-7300 Colma ........ (650) 757-8888 Millbrae .............. (650) 259-2392 San Mateo County .... (888) 442-2666 Daly City ...... (650) 991-8208 Pacifica .............. (650) 738-3767 South San Francisco .. (650) 877-8555 East Palo Alto .. (650) 372-3189 Portola Valley ........ (650) 851-1700 Woodside ............ (650) 851-6790

CLEANING BEST MANAGEMENT PRACTICES
Use Dry Cleaning Methods
Sweep up dust, debris, and trash.

Vacuum floor mats. If water is needed, rinse mats in
dishwasher or mop utility sink. Never wash floor mats
outdoors or allow wash water to flow to outdoor areas.

Do not clean equipment outdoors.

When hiring cleaning companies (e.g. for cleaning hood/roof equipment), make sure the company uses dry cleaning methods. If wet methods are used, block off gutters & use a pump/wet-vac, so no water spills off roof.

Contain and Manage Spills Promptly
Keep a spill kit near high risk areas (e.g. near
oil tallow bins, loading dock). Kit may include:

Barrier/Sock, Storm Drain Inlet Protection;
Absorbent granules or kitty litter, Towels, Pads;
Dustpan, Broom, Gloves, Trash Bags.

Contain the spill and protect nearby storm
drains immediately.

Use absorbents/towels to manage spill. Sweep
up and dispose of properly.

Make sure staff know spill plan and spill kit
location.

BEST MANAGEMENT PRACTICES FOR

FOOD SERVICE FACILITIES
Information for Restaurants | Cafeterias | Grocery Stores | Food Handling Facilities STORM DRAINS VS.

SANITARY SEWERS:

Do your employees know
the difference?
All outdoor drains are storm drains.

Pollution that enters storm drains
flows directly to creeks and San
Francisco Bay or the Ocean, not
treated or properly cleaned.

Indoor drains (such as sink, toilet,
mop sink, kitchen floor drain)
lead to the sanitary sewer system,
which is connected to a wastewater
treatment plant.

Properly cleaning and disposing of wash waters helps prevent pollution.

Mop sinks go to the sanitary
sewer and wastewater
treatment plant.

Sweeping is an
example of a dry
cleaning method.

Never rinse water
down storm
drains.

FOR MORE INFORMATION: (650) 599-1406 | www.flowstobay.org/food UPDATED SEPTEMBER 2023

Prevent Costly Sewer Back-Ups
Information for Apartment Managers
Pouring grease down drains is an important cause of sanitary sewe r backups and overflows in San Mateo neighborhoods. The City of San Mateo Public Works Depa rtment is working hard to maintain the public sewer through intense cleaning efforts, reha bilitation of old sewer lines and education. We need you to protect and maintain your sewer lateral to help prevent the health threat and environmental damage that overflows can cause.

Follow these tips to keep your lines clear of clogs year-round Clean. Clean sewer lines regularly to prevent problems, or step up the number of cleanings if you’re still experiencing backups. The City strongly recommends cleaning at least annually.

Catch and remove . Train maintenance staff to catch and remove the debris that is dislodged during a cleaning. Be sure any plumbers you contact do th e same to assure that you are getting what you pay for. If materials are not removed or simply push ed down the pi pe, you are not solving the problem—you are simp ly paying for it to recur later.

Educate. Remind tenants of the importance of pr operly disposing kitc hen wastes and other materials. Enclosed are some informational pieces that can be distributed to tenants and posted on bulletin boards or trash collection areas. The City can also provide newsletter articles and on-site training upon request. Call us at 650-522-7300 for more information.

Help residents understand how it helps them
It keeps rent low . With too many costly b ackups, you may have to raise rent. The State of California is also stepping up enforcement of sanitary sewer overflows from the multi-family sector, so preparation is the key.

It protects their property. A sewer backup in a dwelling unit causes significant damage to floors and personal property.

It protects human health and the environment . Overflows contaminate yards, creeks and city streets and expose community residents to health and environmental hazards.

What should residents do?
• Pour grease and oil into a lidded container, and place it in the trash. To help solidify the grease, freeze it or add coffee grounds, kitty litter or other absorbent material. • Use paper towels to wipe excess grease from pans and utensils before washing them. • Never put grease, medications, diapers, paper or other objects down drains or toilets.

For more information, please contact Public Works at 650-522-7300 Please
Help Prevent Sewer Backups
and Overflows
Disposal of grease and solid objects down drains and toilets is a leading cause of sanitary sewer backups. Se wer backups may result in raised rents due to increased maintenance costs, as well as possible penalties for property, health, and environmental damages! Help prev ent sewer blockages by taking these steps:

DO NOT PUT GREASE, PAPER TOWELS, DIAPERS,

MEDICATIONS, DISPOSABLE MOPS, OR OTHER
SOLID OBJECTS DOWN SINKS OR TOILETS.

Pour grease into a lidded container and
place it in the trash. To help solidify the
grease, mix the grease with coffee
grounds, kitty litter, paper towels, or other
absorbent materials.

Use paper towels to wipe excess grease
from pans and utensils before washing
them, and dispose the wipes in the trash.

Dispose of diapers, plastics, disposable
mops and wipes, facial tissue and other
solid objects in the trash
. Do not flush any
of these down a drain!
Please do not throw away old medications
down the drain or in the trash. Instead,
drop them off at a collection container
located at the San Mateo Police
Department, 200 Franklin Parkway.

City of San Mateo Public Works Department 6/09

CITY OF SAN MATEO/ ESTERO MUNICIPAL IMPROVEMENT DISTRICT

REGULATORY COMPLIANCE DIVISION
1949 PACIFIC BLVD.
, SAN MATEO, CA 94403
TELEPHONE 650-522-7300

WASTE DISCHARGE PERMIT

1. Facility Name/Location: 2. User (Permit Holder): 3. Permit ID/Term/Transferability:

ID: (Facility Name)
Effective:

Expires:

NOT TRANSFERABLE

4. Facility Description:

FOOD PREP SERVICES

5. Industrial Activity:

FULL SRV COMM KITCHEN

6. User Classification:

II

7. Waste Stream

POT SINK

8. Waste Pretreatment System(s):

GREASE TRAP

9. Minimum Maint. Frequency:
1x EVERY MOHTH
N/A

10. Other Pretreatment Requirements:

11. Waste Discharge Sampling Frequency: ..………………………...........…

12. Reporting Frequency:……………………..…………………………………..

PERMIT REQUIREMENTS
A. User (Permit Holder) shall discharge industrial waste streams listed in Item 7 above to the sanitary sewer through the waste pretreatment system(s) specified in Item 8. Bypass or removal of listed waste pretreatment systems is prohibited except as provided in Attachme
nt B Section 8, “Pretreatment System Bypasses”.

B. Do not modify a
waste pretreatment system that in any way impairs unit efficiency.

C. Maintain waste pretreatment systems at a frequency not less than manufacturer instructions or at the frequency indicated in Item 9 above, whichever is more frequent. “Maintain” means the change out of filters/cartridges/screening devices if unit contains such devices, and/or removal of contained accum ulated wastes, as applicable. This is a preventive schedule and does not preclude
User from conducting more frequent maintenanc e or other preventive measures to prevent discharge of untreated or inadequatel
y treated wastes to sanitary sewer system.

D. Keep records of waste pretreatment systems maintenance, including change-out dates of treatment filters/cartridges/screening devices, as applicable; pumping and/or clean out of accumulated wastes, etc. Records must be kept on site and available for review by City inspectors at all times. “Records” means waste pretreatment system service receipts and waste hauling records. When waste treatment system service is performed by User, record maintenance activity for each
system on Attachment D or equivalent.

E. Conform to other pretreatment requirements
specified in Item 10. If “N/A”, no other requirements apply at time of permit issuance.

F. Conform to monitoring and reporting requirements specified in Items 11 and 12 above. If “N/A” is indicated, User is not subject to waste sampling and/or reporting requirements at time of permit issuance.

G. Do not discharge to the sewer any hazardous waste, as defined in Section 25117 of the Health and Safety Code, nor any materials that alone or in combination with other wastes may cause an obstruction in the sewer system, inhibit wastewater treatment processes, create corrosive or hazardous conditions in the sewer system, or cause a public nuisance.

H. Notify the City/District at (650) 522-7300 within 24 hours of becoming aware of any of the following: 1) discharge of a hazardous waste; 2) discharge of any abnormally high volume or concentration of waste; 3) pretreatment system bypass; or 4) pretreatment system
upset. In addition, notify City/District 30 days in advance of any proposed change in facility operations that may affect the quantity or quality of waste discharged to the sanitary sewer system.

I. Maintain a written procedure for indu
strial process equipment and work area cleaning that minimizes potential for discharge of toxic process wastes (e.g., solvents, trace metals, etc.) to the sewer system through drains that do not drain through pretreatment systems, and train employees on these procedures annually.

J. Comply with STANDARD TERMS, CONDITIONS, AND REQUIREMENTS (Attachment B).

AUTHORIZATION TO DISCHARGE:

The above named User (Permit Holder) is hereby authorized to discharge wastewater to the public sewer, subject to User’s compliance with City of San Mateo/EMID Sanitary Sewer Use Ordinances and this permit, and payment of applicable fees. City of San Mateo, Regulatory Compliance Manager EXHIBIT 7.10B

March 7, 2025 Rev.

CITY OF SAN MATEO / ESTERO MUNICIPAL IMPROVEMENT DISTRICT

DEPARTMENT OF PUBLIC WORKS, REGULATORY COMPLIANCE DIVISION 1949 PACIFIC BLVD, SAN MATEO, CA 94403
TELEPHONE: (650) 522-7300
WASTE DISCHARGE PERMIT – ATTACHMENT B

STANDARD TERMS, CONDITIONS, AND REQUIREMENTS

1. Construction and Application of Permit . This waste discharge permit is issued pursuant to the sewer use
ordinances of the City of San Mateo and Estero Municipal Improvement District (City/District). In the event of any apparent conflict between the requirements established in a waste discharge permit and the Federal Pretreatment
Regulations, the more restrictive requirements shall apply.

2. General Prohibited Discharges. User (Permit Holder) shall not discharge or cause to be discharged, directly or indirectly, to a public sewer or storm drain, any waste in such quantity, that alone, or in combination with other waste substances, may a) endanger the health and safety of the public or City/District staff; b) cause damage to the sewer or storm drain systems; c) cause a public nuisance; d) result in inflating the cost of preventive maintenance, collection, treatment, or disposal; e) cause interference with
wastewater collection, treatment, or disposal; f) result in or may contribute to a violation of the City’s NPDES permit or other regulatory requirement; or g) prevent, hinder, delay, or impede compliance with effluent discharge requirements
established by the regulatory agencies.

3. Dilution Prohibited. Do not increase the use of
potable or process water or, in any way attempt to dilute a discharge as a partial or complete substitute for adequate treatment to achieve compliance with the limitations
contained in this permit.

4. Pretreatment System Operation and Maintenance
Requirements. Pretreatment system(s) shall be inspected and maintained per the schedule specified in a waste
discharge permit or as otherwise approved in writing by the City/District. Records shall be kept of all such inspections, maintenance, and repairs.

5. Hazardous Waste Notification. User shall notify
City/District, the U.S. EPA, and the Regional Water Quality Control Board, of any substance discharged, which, if
otherwise disposed of, would be a hazardous waste under 40 CFR Part 261, within 24 hours from the time User
becomes aware of the discharge, followed by a written report to City/District within 5 days.

6. Changed Discharge Notification. User shall notify
City/District at least thirty (30) days before commencement of discharge to (1) report any significant changes to the quantity or quality of waste discharged to the sanitary sewer system; and/or (2) report any discharge of wastes or use of facilities which are not in conformance with the User’s waste discharge permit . User shall report potential for a slug discharge immediately.

7. Notification of Spills . User shall immediately notify the City/District of any discharge, reasonably judged to constitute a hazard to the public health, environment, city personnel, or wastewater treatment facilities including, but not limited to, accidental discharges, discharges of a non- routine episodic nature, a non -customary batch discharge, or a slug discharge. A follow -up written report must be submitted within five (5) days of the incident. If deemed necessary, City/District may require User to develop and implement spill prevention and slug discharge control plans.

8. Pretreatment System Bypasses. A bypass of a waste
pretreatment system is prohibited unless (1) the bypass is unavoidable to prevent loss of life, personal injury, or severe property damage; ( 2) there is no feasible alternative to the bypass; (3) the City/District is promptly notified of the bypass, (4) if the bypass does not cause a violation of pretreatment standards or requirements ; and (5) if it is for essential maintenance to ensure efficient operation of the treatment system. If User knows in advance of the need for a bypass, User shall submit notice to City/District at least 10 days prior to the date of the planned bypass. If an
unanticipated bypass occurs, User must notify City/District within 24 hours from the time User becomes aware of the bypass and shall submit a written report within 5 days.

9. Pretreatment System Upset . User shall control
production of all discharges to the extent necessary to maintain compliance with categorical pretreatment
standards upon reduction, loss, or failure of its treatment facilities until the facility is restored or an alternative method of treatment is provided. If an upset occurs, User shall notify City/District within 24 hours from the time User becomes aware of the upset and shall submit a written report within 5 days.

10. Inspections and Monitoring. User shall allow a
City/District inspector presenting credentials and
identification to enter the premises upon request and without unreasonable delay for the purpose of inspection and
sampling. Reasonable times for inspection may include
times that ar e unannounced, and may include any time
during which User activities may result in a process waste discharge to the sewer system.

11. Records Retention. Records shall be retained by the User for least three (3) years from the date of the report to which the records are applicable, or three (3) years from the date any investigation or enforcement action undertaken by the City, State, or USEPA has concluded, or such other time as may be directed by the City/District.

EXHIBIT 7.10C

Waste Discharge Permit, Attachment B - Standard Terms, Conditions, and Requirements

12. Best Management Practices . In addition to any
pretreatment system requirements, User shall implement
work practices that help reduce and prevent a prohibited discharge to the sanitary sewer system or waste discharge to the storm drainage system. Appropriate best
management practices (BMPs) may be specified in a waste discharge permit, compliance directive, printed material, or verbal notice.

13. Employee Training. User shall take necessary steps to inform appropriate personnel employed by the User of waste discharge permit requirements. Such per sonnel shall include workers and supervisors whose duties pertain in any manner to waste discharges specified in the permit. Steps to inform such personnel may include orientation of
appropriate personnel and posting of work stations with signs, or equally effective methods.

14. Confidential Information. Any information submitted to or collected by the City/District in connection with a waste discharge permit shall be made available to the public
without restriction, unless the User specifically requests, and is able to demonstrate to the satisfaction of the City/District, that the release of such information would divulge
information that would be detrimental to the User’s
competitive position and is not required to be disclosed under the California Public Records Act, or similar law. A user may be prohibited from discharging a substance unless its composition is made known to the City/District.

15. Modification or Revision of Permit. The terms and
conditions of this permit are subject to modification by the City/District at any time as just cause exists. Any permit modification which results in new conditions in the permit shall include a reasonable time schedule for compliance if necessary.

16. Duration and Transferability of Permit . A waste
discharge permit shall be issued for a time period not to exceed five (5) years from the effective date of the permit.

Permit effective date and expiration date are indicated on permit. If the User wishes to continue to discharge after the permit expiration date, User must submit an application for renewal not less than 30 days prior to permit expiration date.

Permit is issued to a specific user for a specific operation and is not assignable to another user or transferable to any other location.

17. Continuation of Expired Permits. An expired permit will continue to be effective and enforceable until the permit is reissued if the User has submitted a complete application for renewal at least 30 days prior to the expiration date of the User’s existing permit, and the failure to reissue the permit prior to the expiration of the previous permit is not due to any act or failure to act on the part of the User.

18. Fees . Routine charges associated with this permit may include, but are not limited to; permit annual fee, wastewater sampling fee, inspection fee, and penalties for noncompliance with permit. Basic sewer service charge
applies to discharge of groundwater or other wastes.

19. Appeals . User may have, at its request, a hearing before the San Mateo City Manager or his/her designee, or the Estero Municipal Improvement District Manager or
designee, as applicable, before the waste discharge permit is revoked, modified, suspended, or made subject to
additional terms and conditions.

20. Noncompliance with Permit. Failure to comply with
any of the terms, conditions, or requirements specified in a waste discharge permit shall constitute a violation of the permit. It is the responsibility of the User to make
determinations as to the nature of its operation and waste discharge characteristics and to take such actions as may be required to comply with discharge requirements.

21. Enforcement Actions – Administrative. A User found in noncompliance with a waste discharge permit will first be issued a Notice of Violation (NOV) that describes the
violation and orders compliance by a certain date. Failure to meet the compliance date may subject the User to
administrative citation, inspection fees, and other
enforcement remedies available.

22. Enforcement Actions – Civil and Criminal Penalties .

A User who has violated, or continues to violate, any
provision of a waste discharge permit, shall be liable for a civil penalty of not more than $10,000 per day plus actual damages incurred by the City or District for as long as the violation continues. A user who intentionally or negligently violates any provision of a waste discharge permit shall, upon conviction, be guilty of a misdemeanor punishable by fine or imprisonment or both.

23. Enforcement Remedies Not Exclusive. R emedies
cited in a waste discharge permit are not exclusive.

City/District may take all or any combination of these
remedies against a violator, as well as any other
enforcement remedies which the City/District may have
available.

24. Annual Publication. At least annually, City/District shall provide public notice in the largest local daily
newspaper a list of those significant industrial users that, during the previous 12 months, were found in significant noncompliance, as defined in the Sanitary Sewer
Ordinance(s) of the City/District.

25. Hold Harmless. Liability for damages as a result of discharges in violation of the permit is the responsibility of the User causing or responsible for the discharge, and User shall defend, indemnify, and hold harmless the City and/or District in any administrative or judicial enforcement action relating to such discharge.

26. Recovery of Costs Incurred If a User’s discharge
results in damage to or otherwise inhibits the wastewater disposal system, User shall be liable for any expense, loss, or damage caused by such discharge. The City/District shall bill the User for the costs incurred for any cleaning, repair, or replacement work caused by the discharge.

27. Severability and Validity. If any provision of this permit or the sanitary sewer use ordinance s of the
City/District, or the application thereof to any person or circumstance, is held invalid, the remainder of this permit shall not be affected.

CITY OF SAN MATEO/ ESTERO MUNICIPAL IMPROVEMENT DISTRICT

REGULATORY COMPLIANCE DIVISION
1949 PACIFIC BLVD, SAN MATEO, CA 94403
TELEPHONE (650) 522-7300

BEST MANAGEMENT PRACTICES FOR FOOD SERVICE FACILITIES
Implement the following work practices as each may apply to your operation to help minimize discharge of FOG wastes to the sanitary sewer system. For more information call the Regulatory Compliance Division at (650) 522-7300.

Drain Screens. Clean drain screens on all
drains in food preparation areas frequently.

Dispose of food solids in trash or food waste
recycling container.

Dish Cleaning. Scrape or wipe fat, oil,
grease and other food residue from
cookware, utensils, etc., prior to
dishwashing. Dispose food waste in trash or
food recycling container. Use detergents,
not soaps (soaps contain oil)
Used Oils and Grease. Collect all used
cooking oils and grease from pots, pans,
and fryers and dispose in designated
container for recycling. Do not dispose
down drain or in trash.

Spill Prevention. Use container with cover
to transfer cooking oils and grease from
kitchen to outdoor storage container. Empty
containers before they are full to avoid spills.

Spill Cleanup. Use absorbents such as cat
litter or paper towels to pick up oil and
grease spills before mopping. Keep spill
cleanup supplies well marked and readily
available.

Fryers. Use absorbent paper under fryer
baskets. Dispose in trash or with recycled
food waste.

Solid Food Wastes. Dispose of food waste
in trash or food waste recycling container,
not in sinks. Transfer a manageable weight
to prevent spill. Use heavy duty or double
clear container bags to help minimize
container odors and leaks.

Liquid Food Wastes. Do not dispose
liquid food, milk shake syrups, batters and
gravy, or other oily or fatty wastes down the
drain. Use materials to absorb liquid and
dispose in trash or food waste container.

Food Grinder. Minimize or avoid use of
food grinder, as food solids can contribute to
clogged drain pipes and/or fill grease traps
and interceptors.

Trash and Recycling Containers. Inspect
trash and recycling containers regularly for
leaks and replace leaking containers
promptly.

Drain Cleaning Chemicals. Avoid use of
emulsifiers or solvents other than typical
dishwashing detergents. Use of drain
cleaning chemicals is not a substitute for the
required physical cleaning of grease traps
and interceptors.

Mats and Range Hood Filters. Dispose of
oily wastewaters from cleaning operations in
drain connected to grease interceptor; or
use professional service that provides
replacement mats and filters and cleans
mats and filters at off-site location.

Grease Traps and Drains. Use
professional service to pump and off-haul
grease trap wastes. Alternatively, collect
skimmed oils, grease and food solids and
dispose of properly.

Employee Education. Post “no Grease”
best practices signs in appropriate work
areas
EXHIBIT 7.10D

CITY OF SAN MATEO/ ESTERO MUNICIPAL IMPROVEMENT DISTRICT

DEPARTMENT OF PUBLIC WORKS, REGULATORY COMPLIANCE DIVISION 1949 PACIFIC BLVD, SAN MATEO, CA 94403
TELEPHONE: (650) 522-7300
Name of Business:

Street Address:

Waste Stream:

POT SINK
Waste Pretreatment System:

GREASE TRAP
Minimum Maint. Frequency:
1x EVERY MOHTH

WASTE PRETREATMENT SYSTEM MAINTENANCE LOG
Instructions: Maintain complete records of waste treatment sy stem maintenance using this form or equivalent.

Use separate form for each treatment system if systems are on different maintenance schedule. Briefly describe type of activity completed (e.g. removed floating matter, removed sludge, pumped tank, rotated cartridges, tested pH, etc.). Keep this completed form and all supporting documentation (e.g service receipts, waste manifests) on site and available for inspection at all times.

Date Maintenance Activity Description Initials
I certify that the information recorded above is, to best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false informati on including the possibility of fine and imprisonment for knowing violations.

Signature of Supervising Official Title
EXHIBIT 7.10E

CITY OF SAN MATEO/ ESTERO MUNICIPAL IMPROVEMENT DISTRICT

REGULATORY COMPLIANCE DIVISION
1949 PACIFIC BLVD, SAN MATEO, CA 94403
TELEPHONE 650-522-7300
Waste Discharge Permits for Food Service Facilities
Frequently Asked Questions
Who Needs a Waste Discharge Permit?
Any food store, eating place, or food preparer
that bakes or cooks food on the premises must
apply for a waste discharge permit.

Why these facilities?
Food service facilities commonly generate fat,
oil, and grease (FOG) wastes in the cooking
process. Wastewater from kitchen cleaning
operations typically contains FOG wastes. FOG
wastes can build up in the sewer system, and
result in partial or total blockage of the sewer.

Blockage can result in sewer backups and
overflows.

Why a permit?
Federal and state regulations, as well as
municipal preventive maintenance costs, are
prompting an increased level of sewer system
monitoring, maintenance, and recordkeeping.

The City/District has found that while periodic
inspection of commercial kitchens helps identify
and correct problems, the message about
effectively preventing FOG discharge into the
sewer system is often lost over time. A permit
provides the means to formally convey sewer
discharge requirements and the consequences of
failure to comply with the requirements. The
permit also serves as ready reference to these
requirements that can be referred to by facility
management and staff at any time.

What does the permit cover?
The permit formally conveys the same items that
have been and will be inspected by the
City/District. These include pretreatment system
maintenance procedures and maintenance
records, and proper handling of pretreatment
system waste . The inspector also inspects for
records of cooking grease handling and disposal,
and other practices that affect discharge of FOG
into the sewer system.

What is a pretreatment system?
An under-counter grease trap and outdoor grease
interceptor are examples of pretreatment
systems. These are devices that are required t o
be installed on drain lines that may carry FOG
wastes in the wastewater.

How do I know if I need to install or upgrade
a pretreatment system?
At minimum, any kitchen utensil cleaning sink
or wok range must drain through a pretreatment
system. Pretre atment systems must conform to
the Uniform Plumbing Code.

When can I anticipate an inspection?
The business will be inspected annually to assure
compliance with permit requirements. The
municipal code authorizes that inspections be
conducted during nor mal business hours and
may be unannounced.

EXHIBIT 7.10F

Doesn’t the county health department already
inspect for compliance with sewer discharge
requirements?
No. The City has primary authority over use of
the sewer system. The county environmental
health ins pector does not inspect sewer
pretreatment systems for proper operation and
maintenance. A county inspector will take
action on a sewer issue if they determine that the
public health is threatened.

What are the penalties for noncompliance?
A Notice of Violation (NOV) is issued if the
noncompliance has likely not resulted in
impairment to the sewer system, such as a
recordkeeping issue. There is no fee or fine with
the first NOV. An administrative citation may
accompany the NOV for likely discharge of FOG
to the sewer and for repeat violations. Follow-up
inspection fees may also apply. There are other
enforcement remedies available for chronic
violations.

Are there fees associated with the permit?
The City of San Mateo has an annual
waste discharge permit fee. For Fiscal Year
2024-25, the fee was $778.00. Foster City/
Estero has adopted a similar fee. The fee
recovers a portion of the cost of the
program. Please submit payment upon
receiving the annual invoice.

How
do I apply for the permit?
The application for a waste discharge permit is
enclosed. Please complete and return
the application
within 10 days of your receipt of
the attached letter (or within 30 days if you have
not yet begun discharging wastewater from
your business). You will have an opportunity
to go over any questions or concerns
with the City/District staff.

Who do I talk to for information and
assistance with this program?
Please contact the City of San Mateo Department
of Public Works, Regulatory Compliance
Division, at (650) 522-7300.

Rev 03/25
Q:\pw\PWENG\SOURCE\Forms\Food Service Facility Inspection Form + Stormwater (rev. 02MAR23).docx

FOOD SERVICE FACILITY INSPECTION REPORT

CITY OF SAN MATEO/ESTERO MUNICIPAL IMPROVEMENT DISTRICT Inspection Type: New Routine Follow-up Complaint Closed Stormwater Date:

Facility Name: Facility Type: Inspector:

Site Address: City:

Contact Name: Title: Phone:

WASTEWATER DISCHARGE PERMIT
Current WDP on file? Yes No Exempt (explain):

WDP Application Provided? Yes No Application Due Date (if “Yes”):

Description/location of Permitted GRD(s): Mai
ntenance Frequency Reqd:

Clean once every __________
FIXTURES CONNECTED TO GREASE REMOVAL DEVICE: Note “YES”/“NO” if present, “NA” if not present, ”UNK” if connection uncertain Tri-well Sink(s): Dishwasher:

Dual-Well Sink(s): Ice Machine:

Pre-Wash Sink(s): Floor Drain(s):

Prep Sink(s): Other:

Mop/Janitorial Sink: Number of fixtures discharging to GRD:

PRETREATMENT/GREASE REMOVAL DEVICE OPERATION AND MAINTENANCE: Yes No N/A 1 GRD(s) in service?
2 Emulsifiers or enzymes used in traps / interceptors for O&G control? 3 GRD(s) inspection/maintenance frequency (verbal):
4 GRD(s) maintenance records/logsheet available for review? 5 Waste Type Maintenance Performed by: Last Service (date):
5a Brown Grease (GRD Waste)
5b Yellow Grease/Oil (Tallow)
6 GRD(s) opened for inspection?

GREASE REMOVAL DEVICE PHYSICAL INSPECTION
Tee(s) & Riser(s) Present Missing Submerged Other:

Baffle Wall(s) Present Damaged Submerged Other:

Lid(s) Present Damaged Improper Fit Other:

Sample Box Present Absent NA (Trap) Other:

Flow Regulator Present Absent NA (Interceptor) Other:

Total Depth of Liquid:______ FOG (avg):______ Solids (avg):______ FOG+Solids/Total Depth X 100 = ______ % Accumulation Notes:

OTHER SOURCES DISCHARGING TO THE GREASE REMOVAL DEVICE Yes No N/A 7 Floor Mat Washing
8 Garbage Disposal/Grinder
9 Exhaust Hood Filter Cleaning
10 Exhaust Hood Cleaning
BEST MANAGEMENT PRACTICES Yes No N/A
11 Are food scraps & grease from cooking and serving equipment scraped into trash for disposal? 12 Is staff aware of proper grease removal device operation and maintenance practices? 13 Are exhaust screens, filters, and hoods routinely maintained? 14 Is Expanded Polystyrene (EPS) used (for service / take-out)?

PRETREATMENT ENFORCEMENT
None (Compliant) Verbal Warning Warning Notice Notice of Violation Citation City Attorney Violation Abated Date:

Notes:

EXHIBIT 7.10G
Q:\pw\PWENG\SOURCE\Forms\Food Service Facility Inspection Form + Stormwater (rev. 02MAR23).docx

STORMWATER FACILITY INSPECTION REPORT

CITY OF SAN MATEO/ESTERO MUNICIPAL IMPROVEMENT DISTRICT Reason for Inspection: New Routine Response to Complaint Follow-up Date:

Facility Name: Inspector:

Site Address: Business Type/Activity:

Contact Name: Title: Phone:

STORMWATER PERMIT
Is facility subject to the General Industrial Stormwater Permit? Yes No N/A Has the facility filed a Notice of Intent (NOI) for coverage under the General Permit? Yes No N/A Is the facility covered under any other program or permits? None WDP Other:

Pollutants of Concern Used at Facility? None Copper Mercury PCBs Other:

FACILITY INSPECTION
Please describe specific activity or pollutant source for the categories below. If a facility does not have the specified area, indicate such with an “NA”. Check for potential or actual discharge to SDI.

Activity Areas NA Potential
Discharge
Actual
Discharge
Outdoor Process/Manufacturing Areas:

Outdoor Material Storage Areas:

Outdoor Waste Storage/Disposal:

Outdoor Vehicle/Heavy Equipment Storage/Maintenance Areas:

Outdoor Parking Areas/Access Roads:

Outdoor Wash Areas:

Outdoor Drainage From Inside Areas:

Rooftop Equipment
Other (describe):

SUMMARY OF STORMWATER INSPECTION
Were any of the potential or actual discharges conditionally exempt ? Yes No If “Yes” describe:

Describe specific problems:

Problem resolution/Corrective action:

BMPs distributed? Yes No Describe:

STORMWATER ENFORCEMENT
None (Compliant) Non-Compliant (Potential) Non-Compliant (Actual) Ve rbal Warning Warning Notice N otice of Violation Citation C ity Attorney Violation Abated Date:

Notes:

CI TY OF SAN MATEO / ESTERO MUNICIPAL IMPROVEMENT DISTRICT

DEPARTMENT OF PUBLIC WORKS, REGULATORY COMPLIANCE DIVISION 1949 Pacific Blvd, San Mateo, CA 94403 Telephone: (650) 522-7300

INSPECTION NOTICE
Facility Name: ___________________________ Address: __________________________ San Mateo Foster City I acknowledge that the City of San Mateo, Public Works, Regulatory Compliance Division inspected the facility noted above on: _________________________________________.

At the time of inspection, the facility named above was determined to have:

No violations and is compliant with all applicable regulations The following violation(s) and subsequent corrective action(s) required (SMMC/EMID):

7.38.210/8.37.210: Waste Discharge Permit Required SMMC 7.39.090: Non-Stormwater Discharge Prohibited

7.38.170/8.37.170: O&M of Pretreatment Device SMMC 7.39.120: Reduction of Pollutants in Stormwater

7. 38.432/8.37.432 : Private Sewer Lateral S MMC 7.39. 245: Threatened Discharge Ot her: __________________________________________________________________________________________________________ (SMMC = San Mateo Municipal Code) (EMID = Estero Municipal Improvement District) Description of Violation(s):

Corrective Action(s) Required:

The following Best Management Practices (BMP) documents were provided during the inspection:

Enforcement Action:

Sanitary Sewer: None Verbal Warning Written Warning Notice of Violation Citation Stormwater: None Verbal Warning Written Warning Notice of Violation Citation You are hereby notified to implement the corrections or actions noted above within ____ day(s) from the date of this notice. (No later than _____________________________).

I acknowledge that by doing business/residing in the City of San Mateo/Estero Municipal Improvement District, this facility/residence is required to implement and adhere to Best Management Practices and to comply with the Municipal Code Sections SMMC 7.38/7.39 and EMID 8.37.

Received by Inspected by
Print Name: Inspector:

Signature: Phone:

Title: Date:

EXHIBIT 7.10G (continued)
Exhibit 7.10H
SEWER PREVENTATIVE MAINTENANCE “HOT SPOTS” LIST
Updated – April 24, 2024
MONTHLY SEWER PM’S
Location Linear Feet Common Cond. Reason for PM
1 31st & Hacienda 603 R OOTS
Smartcover on MH492-13. Clean until
repairs can be made by engineering.

Smartcover removed due to improved
maintenance. Date unknown
2 El Camino Real @ Baywood 263 S OLIDS
Referred to engineering for re-
engineering of pipe where dips under
utility junction box creating a siphon, &
to replace broken ECR pipe.

Baywood section removed 6-25-2012.
3 3170 Casa de Campo 661 FOG Needs FOG education.
4 Idaho (1113 College) 1132 F OG & BAD
GRADE
Pipe taps in below water level
of trunk line.
5 Indian 1169 F OG, SOLIDS
Continue PM’s until Pipe upgraded
under Hwy 101.
6 Peninsula Monthly Jet
NOTE: Flail in Jan & July
2581 FO G
Keep on a monthly – but twice a year
flail line instead of jet. Refer to Source
Control for FOG control & checks of
grease trap.
7 Norfolk & La Selva 308 FO G
Added to PM’s May 2008. Jet main
and 100’ of Lateral into Marina Market.

Cleaning increased from 308 ft to
1,466ft at an unknown date
8 1st & Delaware 522 PAPER Lines consistently plugged with paper. 9 9th Ave – RR to Palm Ave 1016 GRADE ISSUES
Continue monthly cleaning until re-
engineered.
10 315 Virginia – Monthly Flail 338 R OOTS Roots
11 Winway Powerrod 173 SOLIDS A siphon MH
MONTHLY SEWER PM’S (continued)
Location Linear Feet Common Cond. Reason for PM
12 Shoreview 853 BREAKS/ROOTS
2049 Shoreview – drop pipe (needs to
be fixed in order to reach/cut protruding
tap at 2045). Also, nozzle gets stuck at
2001 – 2005.

Repairs completed, remains a monthly
due to low flow
13 9th and Laurel (Bi-Weekly)
682 FOG, SLUDGE FOG and sludge issues in area.
14 Peninsula Ave Additional Lines 735 FOG
15 El Parque and Los Prados 227 SOLIDS
TOTAL LF: 10,925
QUARTERLY SEWER PM’S
Location Linear Feet Common Cond. Reason for PM
1 25th Avenue & Lula Belle Alley 2150 FOG Restaurants. Needs FOG control. 2 Bayswater & Idaho Qrtly 3214 HEAVY F OG Flat line – holds solids. 3 Bromfield / Fulton Qrtly Flail 1733
FOG / SOLIDS Refer to Engineering for pipe
replacement & size upgrade.
4 Downtown Region 1 1979 FOG / SOLIDS Restaurants & Apts 5 Downtown Region 2A 1406 FOG / SOLIDS Restaurants & Apts 6 Downtown Region 2B 6605 FOG / SOLIDS Restaurants & Apts 7 Downtown Region 3A 3165 FOG / SOLIDS Restaurants & Apts 8 Downtown Region 3B 2738 FOG / SOLIDS Restaurants & Apts 9 Downtown Region 4A 5183 FOG / SOLIDS Restaurants & Apts QUARTERLY SEWER PM’S (continued)
10 Downtown Region 4B 4791 FOG / SOLIDS Restaurants & Apts 11 Downtown Region 4C 2097 FOG / SOLIDS Restaurants & Apts 12 Ellsworth / Baldwin (DT 6) 2830 FOG / SOLIDS Restaurants & Apts 13 El Camino Real – Seville to 16th 2718 FOG Referred to Engineering for repair of sag. 14 El Camino Real 21st to 25th 2097 FOG Restaurants & Apts. 15 El Camino Real 25th to 31st 3080 FOG Restaurants & Apts. 16 31st Ave – El Camino to Edison 1449 FOG Mall foodcourt grease. FOG Control. 17 42nd Ave & Dumont 709 FOG Continue PM’s & identify root control tactics.
18 Winway Jet & Vacuum MH 173 SOL IDS A siphon MH
19 1750 El Camino Real 1085 FOG backups from heavy FOG
20 El Camino & El Cerrito 194 FOG Flat line – holds FOG. 21 Palm Ave siphons 166 RAG S
Siphon manholes – fill up with rags,
etc.
22 Mariners Island 6 316 SOLIDS
Ongoing solids issues in area
23 111 E Santa Inez 228 SOLIDS
Solids issues in area
24 McLellan & Curtiss 1803 SOLIDS Solids issues in area 25 177 N El Camino Real 229 SOLIDS
Solids issues in area
26 145 Sylvan 835 FOG
Heavy FOG
27 Crystal Springs Road 1145 SOLIDS
Solids issues in area
28 37th and ECR 472 SOLIDS
Solids issues in area
QUARTERLY SEWER PM’S (continued)
29 6 Fairoaks 523 SOLIDS
Solids issues in area
30 S Norfolk and Budd Ct 1120 FOG, ROOTS
FOG, roots issues in
areaCamilleri, SUPV
31 Borden 372 SOLIDS, FOG
RAGS
Solids, FOG, rags issues in area
Camilleri, SUPV
32 Poinsettia 828 ROOTS
Roots / root buildup problem in
area from Pacific to Curtiss.
33 Hamlet / Roberta / Norfolk 1085 FOG
FOG issues in area
34 237 Irving 337
35 Fairfax & Amhurst 148
36 1900 Alameda 596
37 824 Highland Ave 491
Added 2-15-22 Per Tony B. Multiple
plugs.

38 East Hillsdale Qtly 1288 FOG
Needs FOG education & grease
interceptor. Changed to quarterly
4/24/24 per Eric M.
39 Mariners Island 2 PS to Bridgepointe
Circle
Pumpstation Rehab Complete
1210 SAG
Pumpstation rehabilitation project
complete – repair of pipe sag unknown.

Changed to Qtly per Eric M. 4/24/24.
40 Kingridge Qtly 983 Roots Added 2023 per Eric M.

TOTAL LF: 63,561
BI-ANNUAL SEWER PM’S (June, December)
Location Linear Feet Common Cond. Reason for PM
1 Alder Easement 617 Issue?
2 Barneson & El Camino Real 439 ROOT S Changed back to Jet from PR 3 509 Castilian Powerrod 0 ROOT S
Refer to engineering to repair break
and offset joint. CCTV’d to confirm
repairs were completed, removed
4/2024 per Eric M.
4 El Camino Real – Hillsdale to 38th
3073 FOG
5 El Camino Real – 38th to 41st
1347 FOG
6 Edison & Bayview 0 ROOT S Removed per Eric M. 4/24/24.

Multiple repairs performed to fix.
7 Holland / Norfolk / Hosmer Hydrosaw 0 FOG
Hydrosaw to clear line. No longer
Hydrosaw/Jet only per Eric M. 4/24/24
8 Holland / Norfolk / Hosmer Jet 1327 FOG
9 1865 Kehoe 309 FOG & SOLIDS
10 Murphy Easement 1752 ROOT S /BREAKS
11 Poplar – Crescent to El Camino 2103 ROOT S
Refer to Engineering for pipe
replacement & upsize – replace
possibly past Crescent to where
upper Poplar pipe was replaced.
12 Sunnybrae School
Clean during Summer and Easter
Break (July & March/April)
938 DEB RIS
13 19 Wildwood 342 ROOT S
BI-ANNUAL SEWER PM’S (June, December) (continued)
Location Linear Feet Common Cond. Reason for PM
14 258 East 40th Ave 248 SAGS House 258 Backs Up if line not cleared regularly b/c of sags.
15 139 Arbor 0 SOLID S
Solids issues in area per sewer crew
feedback. CCTV’d to confirm pipe
integrity, removed 4/2024 per Eric M.
16 Gramercy at El Cerrito (formerly 80 El
Cerrito Quarterly) 157 Sag in pipe. Clean until can be repaired.
17 Elm Street 941 FOG Area notorious for FOG.
18 20TH Avenue 2950 DET & ROOTS
Det (from apts) & Roots (by Elks)
below City Hall back up line – can
overflow in City Hall.
19 Woodbridge
JAN/JULY 0 FOG
FOG problems in area. Removed
4/24/24 per Eric M. due to PS
rehab work
20 Poplar Creek
GC 433 SOLID S Frequent plugs in area.
21 Grant – 4th to 3rd 370 FOG Past SSOs and frequent FOG. 22 Yew St 2069
23 105 Ontario 449 FOG/SOLIDS Added 2022 per Eric M.

TOTAL LF: 19,864
TOTAL LINEAR FEET IN HOT-SPOT PROGRAM = 94,350
March 2025
² SEWER MAINLINES
City of San Mateo
SSMP Element 7. FOG PROGRAM
FOG Preventative Maintenance Target Areas
Q:\pw\Field Maintenance\SEWER\SSMP\2025 SSMP Update\FOGImpactAreas_2025.mxd

SEWER MAINLINES

IMPACTED BY FOG
EXHIBIT 7.10H
City of San Mateo
Sewer System Management Plan
Appendix 7.10.I
FSE Inspection Schedule and Other Information
**Note: Some facilities have more than 1 grease removal device. Most facilities with multiple grease removal devices have the same cleaning frequency requirement for all devices Restaurant Name *Priority for Inspection **Grease Removal Device Cleaning Frequency Tallow bin frequency Tallow Company 808 ZONE L 1x EVERY YEAR N/A N/A
99 RANCH MARKET L 1x EVERY 3 MONTHS As needed (when full) INTERSTATE AKISU SUSHI BAR AND GRILL H 1x EVERY 2 MONTHS TBD TBD
AL CARBON L 1x EVERY 4 MONTHS TBD SEQUENTIAL
ALL SPICE L 1x EVERY 3 MONTHS As needed (when full) SEQUENTIAL AMERICANO DELI AND GRILL L 1x EVERY 2 MONTHS " SEQUENTIAL AMERICA'S HOUSE H 1x EVERY 3 DAYS " DARLING INT'L
AMICI'S EAST COAST PIZZERIA L 2x EVERY MONTH " SEQUENTIAL AMIGOS GRILL L 1x EVERY 2 WEEKS " KB GREASE
ANDERSEN BAKERY & CAFÉ L 1x EVERY 3 MONTHS N/A N/A
ANTOINES COOKIE SHOP L 1x EVERY 3 MONTHS N/A N/A
APPLE FRITTER L 1x EVERY 2 DAYS As needed (when full) DARLING ARMADILLO WILLY'S BARBECUE L 1x EVERY MONTH " DARLING
ATRIA HILLSDALE L 1x EVERY MONTH " DARLING
AVENIDA RESTAURANT L 1x EVERY 2 WEEKS " BAY AREA RESTAURANT SERVICES AY CARAY TAQUERIA L 1x EVERY MONTH N/A N/A
AYALA PRODUCE MARKET L 1x EVERY 3 MONTHS N/A N/A
B STREET & VINE L 1x EVERY WEEK TBD TBD
BAGEL BOX & COFFEE L 1x EVERY 6 MONTHS N/A N/A
BAMBU SAN MATEO L 1x EVERY 4 MONTHS N/A N/A
BARFIA USA, LLC L 1x EVERY 6 MONTHS N/A N/A
BAY AREA CORPORATE CATERING L 1x EVERY WEEK TBD TBD
BAY WATCH RESTAURANTTAURANT H 1x EVERY 2 MONTHS As needed (when full) DARPRO BEACH HUT DELI SAN MATEO L 1x EVERY 6 MONTHS N/A N/A
BEACH PARK PLAZA L 1x EVERY 3 WEEKS N/A N/A
BEARD PAPA'S SWEETS L 1x EVERY 3 MONTHS N/A N/A
BEL MATEO BOWL L 1x EVERY 3 MONTHS TBD TBD
BELLINI BISTRO H 1x EVERY 6 WEEKS As needed (when full) UNIVERSAL RESTAURANT SVCS BIZZA H 1x EVERY TWO WEEKS " UNIVERSAL RESTAURANT SVCS
BJ'S RESTAURANT #443 L 1x EVERY 3 MONTHS " DARLING
BLUE BOTTLE COFFEE L 1x EVERY 6 WEEKS N/A N/A
BLUE BOTTLE COFFEE L 1x EVERY 6 WEEKS N/A N/A
BLUE WHALE L 1x EVERY 2 MONTHS As needed (when full) HANDLED BY MALL BONCHON L 1x EVERY 3 MONTHS " SEQUENTIAL
BROOKSIDE SKILLED NURSING L 1x EVERY WEEK N/A N/A
BURGER KING #3323 L 1x EVERY 3 MONTHS As needed (when full) ONE MORE TIME INC BUSINESS PARK CAFÉ H 1x EVERY 3 MONTHS " DARLING
CAFÉ 2K L 1 X EVERY QUARTER N/A N/A
CAFÉ SAVINI L 1x EVERY 6 MONTHS " PIONEER TRANSPORT
CALIFORNIA CATERING (ELKS LODGE) H 1x EVERY 3 MONTHS As needed (when full) DARLING CALIFORNIA CUISINE L 1x EVERY MONTH TBD TBD
CALIFORNIA PIZZA KITCHEN H 1x EVERY MONTH As needed (when full) SEQUENTIAL CARL'S JR RESTAURANT L 1x EVERY 3 MONTHS " ONE MORE TIME INC CELIA'S #2 MEXICAN RESTAURANT L 1x EVERY MONTH " INTERSTATE CELIA'S MEXICAN RESTAURANT L 1x EVERY 2 WEEKS " DARLING INTL * Priority for inspection: L = low priority; H = high priority. High priority designation of a facility means that SIUs will be inspected annually, and all other high priority facilities are inspected no less than once every 2 years as staffing levels and workloads allow. Low priority designation of a facility means that the goal is for inspections to be conducted once every 2-3 years, but no less than once every permit cycle (5 years) as staffing levels and workloads allow. ***Note: TBD indicates that an inspection has not yet taken place, and this information has not yet been recorded. N/A for "tallow" columns indicates the facility does not have a fryer/use cooking oil Updated 03/12/2025 Page 1 of 7
City of San Mateo
Sewer System Management Plan
Appendix 7.10.I
FSE Inspection Schedule and Other Information
CENTRAL MARKET L 1x EVERY 6 MONTHS " PIONEER
CENTRAL PARK BISTRO L 1x EVERY 2 MONTHS " SEQUENTIAL
CENTURY 12 L 1x EVERY 3 MONTHS N/A NA
CHABAD NORTH PENINSULA L 1x EVERY 3 MONTHS N/A N/A
CHARLIE'S TAQUERIA L 1x EVERY MONTH As needed (when full) SEQUENTIAL CHARM THAI EATERY H 1x EVERY 2 MONTHS " UNIVERSAL RESTAURANT SERVICE INC.