Monterey Park City Council
May 1, 2024

STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT E1 – NOTIFICATION, MONITORING, REPORTING
AND RECORDKEEPING REQUIREMENTS December 6, 2022
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4. Spill cause(s) (for example, root intrusion, grease deposition, etc.);

5. System failure location (for example, main, lateral, pump station, etc.);

6. Description of the pipe material, and estimated age of the pipe material, at the failure location;

7. Description of the impact of the spill;

8. Whether or not the spill was associated with a storm event;

9. Description of spill response activities including description of immediate spill containment and cleanup efforts;

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

11. Spill response completion date;

12. Detailed narrative of investigation and investigation findings of cause of spill;

13. Reasons for an ongoing investigation (as applicable) and the expected date of completion;

14. Name and type of receiving water body(s);

15.Description of the water body(s), including but not limited to:
o Observed impacts on aquatic life,
o Public closure, restricted public access, temporary restricted use, and/or posted health warnings due to spill,
o Responsible entity for closing/restricting use of water body, and o Number of days closed/restricted as a result of the spill.

16.Whether or not the spill was located within 1,000 feet of a municipal surface water intake; and

17. If water quality samples were collected, identify sample locations and the parameters the water quality samples were analyzed for. If no samples were taken, Not Applicable shall be selected.

3.1.3. Spill Technical Report for Individual Category 1 Spill in which 50,000 Gallons or Greater Discharged into a Surface Water
For any spill in which 50,000 gallons or greater discharged into a surface water, within 45 calendar days of the spill end date, the Enrollee shall submit a Spill Technical Report to the online CIWQS Sanitary Sewer System Database. The Spill Technical Report, at minimum, must include the following information:

1. Spill causes and circumstances, including at minimum:
o Complete and detailed explanation of how and when the spill was discovered;

STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT E1 – NOTIFICATION, MONITORING, REPORTING
AND RECORDKEEPING REQUIREMENTS December 6, 2022
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o 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;
o Diagram showing the spill failure point, appearance point(s), the spill flow path, and ultimate destinations;
o Detailed description of the methodology employed, and available data used to calculate the discharge volume and, if applicable, the recovered spill volume; o Detailed description of the spill cause(s);
o Description of the pipe material, and estimated age of the pipe material, at the failure location;
o Description of the impact of the spill;
o Copy of original field crew records used to document the spill; and o Historical maintenance records for the failure location.

2. Enrollee’sresponse to the spill:
o Chronological narrative description of all actions taken by the Enrollee to terminate the spill;
o Explanation of how the Sewer System Management Plan Spill Emergency Response Plan was implemented to respond to and mitigate the spill; and o Final corrective action(s) completed and a schedule for planned corrective actions, including:
ƒ Local regulatory enforcement action taken against an illicit discharge in response to this spill, as applicable,
ƒ Identifiable system modifications, and operation and maintenance program modifications needed to prevent repeated spill occurrences, and ƒ Necessary modifications to the Emergency Spill Response Plan to incorporate lessons learned in responding to and mitigating the spill.

3. Water Quality Monitoring, including at minimum:
o Description of all water quality sampling activities conducted; o List of pollutant and parameters monitored, sampled and analyzed; as required in section 2.3 (Receiving Water Monitoring) of this Attachment; o Laboratory results, including laboratory reports;
o Detailed location map illustrating all water quality sampling points; and o Other regulatory agencies receiving sample results (if applicable).

4. Evaluation of spill impact(s), including a description of short-term and long-term impact(s) to beneficial uses of the surface water.

STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT E1 – NOTIFICATION, MONITORING, REPORTING
AND RECORDKEEPING REQUIREMENTS December 6, 2022
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3.1.4. Amended Certified Spill Reports for Individual Category 1 Spills The Enrollee shall update or add additional information to a Certified Spill Report within 90 calendar days of the spill end date by amending the report or by adding an attachment to the Spill Report in the online CIWQS Sanitary Sewer System Database.

The Enrollee shall certify the amended report.

After 90 calendar days, the Enrollee shall contact the State Water Board at [email protected] to request to amend a Spill Report. The Legally Responsible Official shall submit justification for why the additional information was not reported within the Amended Spill Report due date.

3.2. Reporting Requirements for Individual Category 2 Spill Reporting

3.2.1. Draft Spill Report for Category 2 Spills
Within three (3) business days of the Enrollee’sknowledge of a Category 2 spill, the Enrollee shall submit a Draft Spill Report to the online CIWQS Sanitary Sewer System Database.

The Draft Spill Report must, at minimum, include the following items:

1. Contact information: Name and telephone num ber of Enrollee contact person to respond to spill-specific questions;

2. Spill location name;

3. Date and time the Enrollee was notified of, or self-discovered, the spill;

4. Operator arrival time;

5. Estimated spill start date and time;

6. Date and time the Enrollee notified the Cal ifornia Office of Emergency Services, and the assigned control number;

7. Description, photographs, and GPS coordi nates of the system location where the spill originated;
If a single spill event results in multiple appearance points, provide GPS coordinates for the appearance point closest to the failure point and describe each additional appearance point in the spill appearance point explanation field;

8. Estimated total spill volume exiting the system;

9. Description and photographs of the exte nt of the spill and spill boundaries;

10. Did the spill reach a drainage conveyance system? If Yes:
o Description of the drainage conveyance system transporting the spill; o Photographs of the drainage conveyance system entry location(s); o Estimated spill volume fully recovered from the drainage conveyance system; o Estimated spill volume remaining within the drainage conveyance system;

STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT E1 – NOTIFICATION, MONITORING, REPORTING
AND RECORDKEEPING REQUIREMENTS December 6, 2022
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o Estimated spill volume discharged to a groundwater infiltration basin or facility, if applicable; and

11. Estimated total spill volume recovered.

3.2.2. Certified Spill Report for Category 2 Spills
Within 15 calendar days of the spill end date, the Enrollee shall submit a Certified Spill Report for the Category 2 spill, to the online CIWQS Sanitary Sewer System Database (https://ciwqs.waterboards.ca.gov). Upon completion of the Certified Spill Report, the online CIWQS Sanitary Sewer System Database will issue a final spill event identification number.

The Certified Spill Report must, at minimum, include the following mandatory information in addition to all information in the Draft Spill Report per section 3.2.1 (Draft Spill Report for Category 2 Spills) above:

1. Description of the spill event destination( s), including GPS coordinates if available, that represent the full spread and reach of the spill;

2. Spill end date and time;

3. Description of how the spill volume estimations were calculated, including at a minimum:
o The methodology, assumptions and type of data relied upon, such as supervisory control and data acquisition (SCADA) records, flow monitoring or other telemetry information used to estimate the volume of the spill discharged, and the volume of the spill recovered (if any volume of the spill was recovered), and o The methodology(ies), assumptions and type of data relied upon for estimations of the spill start time and the spill end time;

4. Spill cause(s) (for example, root intrusion, grease deposition, etc.);

5. System failure location (for example, main, pump station, etc.);

6. Description of the pipe/infrastructure mat erial, and estimated age of the pipe material, at the failure location;

7. Description of the impact of the spill;

8. Whether or not the spill was associated with a storm event;

9. Description of spill response activities including description of immediate spill containment and cleanup efforts;

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

11. Spill response completion date;

12. Detailed narrative of investigation and investigation findings of cause of spill;

13. Reasons for an ongoing investigation (as applicable) and the expected date of completion; and

STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT E1 – NOTIFICATION, MONITORING, REPORTING
AND RECORDKEEPING REQUIREMENTS December 6, 2022
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14. Whether or not the spill was located within 1,000 feet of a municipal surface water intake.

3.2.3. Amended Certified Spill Reports for Individual Category 2 Spills The Enrollee shall update or add additional information to a Certified Spill Report within 90 calendar days of the spill end date by amending the report or by adding an attachment to the Spill Report in the online CIWQS Sanitary Sewer System Database.

The Enrollee shall certify the amended report.

After 90 calendar days, the Enrollee shall contact the State Water Board at [email protected] to request to amend a Spill Report. The Legally Responsible Official shall submit justification for why the additional information was not reported within the Amended Spill Report due date.

3.3. Monthly Certified Spill Reporting for Category 3 Spills The Enrollee shall report and certify all Category 3 spills to the online CIWQS Sanitary Sewer System Database within 30 calendar days after the end of the month in which the spills occurred. (For example, all Category 3 spills occurring in the month of February shall be reported and certified by March 30
th). After the Legally Responsible
Official certifies the spills, the online CIWQS Sanitary Sewer System Database will issue a spill event identification number for each spill.

The monthly reporting of all Category 3 spills must include the following items for each spill:

1. Contact information: Name and telephone number of Enrollee contact person to respond to spill-specific questions;

2. Spill location name;

3. Date and time the Enrollee was notified of, or self-discovered, the spill;

4. Operator arrival time;

5. Estimated spill start date and time;

6. Description, photographs, and GPS coordinates where the spill originated:
o If a single spill event results in multiple appearance points, provide GPS coordinates for the appearance point closest to the failure point and describe each additional appearance point in the spill appearance point explanation field;

7. Estimated total spill volume exiting the system;

8. Description and photographs of the extent of the spill and spill boundaries;

9. Did the spill reach a drainage conveyance system? If Yes:
o Description of the drainage conveyance system transporting the spill; o Photographs of the drainage conveyance system entry locations(s); o Estimated spill volume fully recovered from the drainage conveyance system; and

STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT E1 – NOTIFICATION, MONITORING, REPORTING
AND RECORDKEEPING REQUIREMENTS December 6, 2022
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o Estimated spill volume discharged to a groundwater infiltration basis or facility, if applicable.

10. Estimated total spill volume recovered;

11. Description of the spill event destination(s) , including GPS coordinates, if available, that represent the full spread and reaches of the spill;

12. Spill end date and time;

13. Description of how the spill volume estimations were calculated, including, at minimum:
o The methodology and type of data relied upon, including supervisory control and data acquisition (SCADA) records, flow monitoring or other telemetry information used to estimate the volume of the spill discharged, and the volume of the spill recovered (if any volume of the spill was recovered), and o The methodology and type of data relied upon to estimate the spill start time, on-going spill rate at time of arrival (if applicable), and the spill end time;

14. Spill cause(s) (for example, root intrusion, grease deposition, etc.);

15. System failure location (for exam ple, main, pump station, etc.);

16. Description of the pipe/infrastructure material, and estimated age of the pipe/infrastructure material, at the failure location;

17. Description of the impact of the spill;

18. Whether or not the spill was associated with a storm event;

19. Description of spill response activities including description of immediate spill containment and cleanup efforts;

20. Description of spill corrective actions, in cluding steps planned or taken to reduce, eliminate, and prevent reoccurrence of the spill, and a schedule of the major milestones for those steps; including, at minimum:
o Local regulatory enforcement action taken against an illicit discharge in response to this spill, as applicable, and
o Identifiable system modifications, and operation and maintenance program modifications needed to prevent repeated spill occurrences at the same spill event location, including:
ƒ Adjusted schedule/method of preventive maintenance,
ƒ Planned rehabilitation or replacement of sanitary sewer asset, ƒ Inspected, repaired asset(s), or replaced defective asset(s), ƒ Capital improvements,
ƒ Documentation verifying immediately implemented system modifications and operating/maintenance modifications,
ƒ Description of spill response activities,

STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT E1 – NOTIFICATION, MONITORING, REPORTING
AND RECORDKEEPING REQUIREMENTS December 6, 2022
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ƒ Spill response completion date, and
ƒ Ongoing investigation efforts, and expected completion date of investigation to determine the full cause of spill;

21. Detailed narrative of investigation and inv estigation findings of cause of spill.

3.4. Monthly Certified Spill Re porting for Category 4 Spills The Enrollee shall report and certify the estimated total spill volume exiting the sanitary sewer system, and the total number of all Category 4 spills to the online CIWQS Sanitary Sewer System Database, within 30 calendar days after the end of the month in which the spills occurred.

3.5. Amended Certified Spill Reports for Category 3 Spills Within 90 calendar days of the certified Spill Report due date, the Enrollee may update or add additional information to a certified Spill Report by amending the report or by adding an attachment to the Spill Report in the online CIWQS Sanitary Sewer System Database. The Enrollee shall certify the amended report.

After 90 calendar days, the Legally Responsible Official shall contact the State Water Board at [email protected] to request to amend a certified Spill Report. The Legally Responsible Official shall submit justification for why the additional information was not reported within the 90-day timeframe for amending the certified Spill Report, as provided above.

3.6. Annual Certified Spill Reporting of Category 4 and/or Lateral Spills For all Category 4 spills and spills from its owned and/or operated laterals that are caused by a failure or blockage in the lateral and that do not discharge to a surface water, the Enrollee shall:
x Maintain records per section 4.4. of this Attachment; The Enrollee shall provide records upon request by State Water Board or Regional Water Board staff.
x Annually upload and certify a report, in an appropriate digital format, of all recordkeeping of spills to the online CIWQS Sanitary Sewer System Database, by February 1st after the end of the calendar year in which the spills occurred.

A spill from an Enrollee-owned and/or operated lateral that discharges to a surface water is a Category 1 spill; the Enrollee shall report all Category 1 spills per section 3.1 of Attachment E1 (Notification, Monitoring, Reporting and Recordkeeping Requirements) of this General Order.

3.7. Monthly Certification of “No-Spills” or “Category 4 Spills” and/or “Non-Category 1 Lateral Spills”
If either (1) no spills occur during a calendar month or (2) only Category 4, and/or Enrollee-owned and/or operated lateral spills (that do not discharge to a surface water) occur during a calendar month, the Enrollee shall certify, within 30 calendar days after

STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT E1 – NOTIFICATION, MONITORING, REPORTING
AND RECORDKEEPING REQUIREMENTS December 6, 2022
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the end of each calendar month, either a “No-Spill” certification statement, or a “Category 4Spills”and/or “Non-Category 1 Lateral Spills”certification statement, in the online CIWQS Sanitary Sewer System Database, certifying that there were either no spills, or Category 4 and/or Non-Category 1 Lateral Spills that will be reported annually (per section 3.6 of this Attachment) for the designated month.

If a spill starts in one calendar month and ends in a subsequent calendar month, and the Enrollee has no further spills of any category, in the subsequent calendar month, the Enrollee shall certify “no-spills”for the subsequent calendar month.

If the Enrollee has no spills from its systems during a calendar month, but the Enrollee voluntarily reported a spill from a private lateral or a private system, the Enrollee shall certify “no-spills” for that calendar month.

If the Enrollees has spills from its owned and/or operated laterals during a calendar month, the Enrollee shall not certify “no spills”for that calendar month.

3.8. Electronic Sanitary Sewer System Service Area Boundary Map The Legally Responsible Official shall submit, to the State Water Board, an up-to-date electronic spatial map of its sewer system service area boundaries. The map must be in accordance with section 5.14 (Electronic Sanitary Sewer System Service Area Boundary Map) of this General Order and the specification provided on the statewide Sanitary Sewer Systems program website. The map must include the location of wastewater treatment facility(ies) that treats the sewer system waste, if in the same sewer service boundary.

By the Effective Date of this General Order, specifications for the electronic sanitary sewer service area boundary map format will be provided on the statewide Sanitary Sewer Systems Order program website.

3.9. Annual Report (Previously termed as Collection System Questionnaire in General Order 2006-0003-DWQ)
A new Enrollee shall complete and submit its first certified Annual Report into the online CIWQS Sanitary Sewer System Database, within 30 days of obtaining a CIWQS account; Subsequent Annual Reports are due by April 1 of each year.

All enrollees shall update their previous year’s Annual Report, by April 1 of each year after the Effective Date of this General Order, for each calendar year (January 1 through December 31).

The Annual Report must be entered directly into the online CIWQS Sanitary Sewer System Database. The Enrollee’s Legally Responsible Official shall certify the Annual Report as instructed in CIWQS;
The Annual Report must address, and update as applicable, the following items:
x Population served;

STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT E1 – NOTIFICATION, MONITORING, REPORTING
AND RECORDKEEPING REQUIREMENTS December 6, 2022
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x Updated sewer system service area boundary map, if service area boundary has changed from original map submitted per section 5.14 (Electronic Sanitary Sewer System Service Area Boundary Map) of this General Order; x Number of system operation and maintenance staff:
o Entry level (less than two years of experience),
o Journey level (greater than two years of experience), o Supervisory level, and
o Managerial level;
x Number of operation and maintenance staff certified as a certified collection system operator by the California Water Environmental Association (CWEA), with:
o Corresponding number of certified collection system operator grade levels (Grade I, II, III, IV, and V);
x System information:
o Miles of system gravity and force mains,
o Number of upper and lower service laterals connected to system, o Estimated number of upper and lower laterals owned and/or operated by the Enrollee,
o Portion of laterals that is Enrollee’sresponsibility, o Average age the major components of system infrastructure, o Number and age of pump stations, and
o Estimated total miles of the system pipeline not accessible for maintenance; x Name and location of the treatment plant(s) receiving sanitary sewer system’s waste;
x Name of satellite sewer system tributaries;
x Number of system’s gravity sewer above or underground crossings of water bodies throughout system;
x Number of force main (pressurized pipe) above or underground crossings of water bodies throughout system;
x Number of siphons used to convey waste throughout the sewer system; x Miles of sewer system cleaned;
x Miles of sewer system video inspected, or comparable (i.e., video closed-circuit television or alternative inspection methods);
x System Performance Evaluation as specified in section 5.11 (System Performance Analysis) of this General Order;
x Major spill causes (for example, root intrusion, grease deposition);

STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT E1 – NOTIFICATION, MONITORING, REPORTING
AND RECORDKEEPING REQUIREMENTS December 6, 2022
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x System infrastructure failure points (for example, main, pump station, lateral, etc.); x Ongoing spill investigations; and
x Actions taken to address system deficiencies.

3.10. Sewer System Management Plan Audit Reporting Requirements The Enrollee shall submit its Sewer System Management Plan Audit and other pertinent audit information, in accordance with section 5.4 (Sewer System Management Plan Audits) of this General Order, to the online CIWQS Sanitary Sewer System Database by six (6) months after the end of the 3-year audit period.

If a Sewer System Management Plan Audit is not conducted as required: the Enrollee shall:
x Update the online CIWQS Sanitary Sewer System Database and select the justification for not conducting the Audit; and
x Notify its corresponding Regional Water Board (see Attachment F (Regional Water Quality Control Board Contact Information)) of the justification for the lapsed requirements.

The Enrollee’sreporting of a justification for not conducting a timely Audit does not justify non-compliance with this General Order. The Enrollee shall:
x Submit the late Audit as required in this General Order; and x Comply with subsequent Audit requirements and due dates corresponding with the original audit cycle.

3.11. Sewer System Management Plan Reporting Requirements For an Existing Enrollee previously regulated by Order 2006-0003-DWQ: Within every six (6) years after the required due date of its last Plan Update, the Legally Responsible Official shall upload and certify a local governing entity-approved Sewer System Management Plan Update to the online CIWQS Sanitary Sewer System Database. If the electronic document format or size capacity prevents the electronic upload of the Plan, the Legally Responsible Official shall report an electronic link to its updated Sewer System Management Plan posted on its own website.

Order 2006-0003-DWQ required each enrollee to develop its initial Sewer System Management Plan per the following schedule, with required Plan updates at a frequency of 5-years thereafter:

Systems serving populations: Greater than 100,000: May 2, 2009 Between 100,000 and 10,000: August 2, 2009
Between 10,000 and 2,500: May 2, 2010
Less than 2,500: August 2, 2010

STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT E1 – NOTIFICATION, MONITORING, REPORTING
AND RECORDKEEPING REQUIREMENTS December 6, 2022
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This Order carries forth the previously-required Plan Update schedule per Order 2006-0003-DWQ. Per the six-year Plan Update frequency required in this Order, the Enrollee shall upload and certify its first Plan Update, to the online CIWQS Sanitary Sewer System Database by the following due dates, with subsequent Plan Updates at the frequency of six years thereafter:

Systems serving populations: Greater than 100,000: May 2, 2025 Between 100,000 and 10,000: August 2, 2025
Between 10,000 and 2,500: May 2, 2026
Less than 2,500: August 2, 2026
For a New Enrollee: Within twelve (12) months of its Application for Enrollment Approval date, the Legally Responsible Official of a new Enrollee shall upload and certify a local governing entity-approved Sewer System Management Plan to the online CIWQS Sanitary Sewer System Database. If electronic document format or size capacity prevents the electronic upload of the Plan, the Legally Responsible Official shall report an electronic link to its Sewer System Management Plan posted on its own website. The due date for subsequent 6-year Plan updates, is six (6) years from the submittal due date of the new Enrollee’s first Sewer System Management Plan.

4. RECORDKEEPING REQUIREMENTS
The Enrollee shall maintain records to document compliance with the provisions of this General Order, and previous General Order 2006-0003-DWQ as applicable, for each sanitary sewer system owned, including any required records generated by an Enrollee’scontractor(s).

4.1. Recordkeeping Time Period
The Enrollee shall maintain records of documents required in this Attachment, including records collected for compliance with this General Order, and records collected in accordance with previous General Order 2006-0003-DWQ, for five (5) years.

4.2. Availability of Documents
The Enrollee shall make the records required in this General Order readily available, either electronic or hard copies, for review by Water Board staff during onsite inspections or through an information request.

4.3. Spill Reports
The Enrollee shall maintain records for each of the following spill-related events and activities:
x Spill event complaint, including but not limited to records documenting how the Enrollee responded to notifications of spills. Each complaint record must, at a minimum, include the following information:
o Date, time, and method of notification,

STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT E1 – NOTIFICATION, MONITORING, REPORTING
AND RECORDKEEPING REQUIREMENTS December 6, 2022
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o Date and time the complainant first noticed the spill, if available, o Narrative description of the complaint, including any information the caller provided regarding whether the spill has reached surface waters or a drainage conveyance system, if available,
o Complainant’s contact information, if available, and
o Final resolution of the complaint;
x Records documenting the steps and/or remedial action(s) undertaken by the Enrollee, using all available information, to comply with this General Order, and previous General Order 2006-0003-DWQ as applicable;
x Records documenting how estimate(s) of volume(s) and, if applicable, volume(s) of spill recovered were calculated;
x All California Office of Emergency Services notification records, as applicable; and x Records, in accordance with the Monitoring Requirements in this Attachment.

4.4. Recordkeeping of Category 4 Spills and Non-Category 1 Lateral Spills An Enrollee must maintain the following records for each individual Category 4 spill and for each individual non-Category 1 Enrollee-owned and/or operated lateral spill, and report in accordance to section 3.6 (Annual Certified Spill Reporting of Category 4 and/or Lateral Spills) of this Attachment.

Recordkeeping of Individual Category 4 Spill Information:

1. Contact information: Name and telephone number of Enrollee contact person to respond to spill-specific questions;

2. Spill location name;

3. Description and GPS coordinates for the syst em location where the spill originated;

4. Did the spill reach a drainage conveyance system? If Yes:
o Description of drainage conveyance system location,
o Estimated spill volume fully recovered within the drainage conveyance system, and
o Estimated spill volume remaining within the drainage conveyance system;

5. Estimated total spill volume exiting the sanitary sewer system;

6. Spill date and start time;

7. Spill cause(s) (for example, root intrusion, grease deposition, etc.);

8. System failure location (for example, main, pump station, etc.);

9. Description of spill response activities including description of immediate spill containment and cleanup efforts;

10. Description of how the volume estimation was calculated, including, at minimum:

STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT E1 – NOTIFICATION, MONITORING, REPORTING
AND RECORDKEEPING REQUIREMENTS December 6, 2022
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o The methodology and type of data relied upon, including supervisory control and data acquisition (SCADA) records, flow monitoring or other telemetry information used to estimate the volume of the spill discharged, and the volume of the spill recovered (if any volume of the spill was recovered), and o The methodology and type of data relied upon to estimate the spill start time, on- going spill rate at time of arrival (if applicable), and the spill end time;

11. Description of implemented system modifications and operating/maintenance modifications.

Recordkeeping of Individual Lateral Spill Information:

1. Date and time the Enrollee was notified of, or self-discovered, the spill;

2. Location of individual spill;

3. Estimated individual spill volume;

4. Spill cause(s) (for example, root in trusion, grease deposition, etc.); and

5. Description of how the volume estimations were calculated.

Total Annual Spill Information:

1. Estimated total annual spill volume;

2. Description of spill corrective actions, including at minimum:
o Local regulatory enforcement action taken against the sewer lateral owner in response to a spill, as applicable, and
o System operation, maintenance and program modifications implemented to prevent repeated spill occurrences at the same spill location.

4.5. Sewer System Telemetry Records
The Enrollee shall maintain the following sewer system telemetry records if used to document compliance with this General Order, and previous General Order 2006-0003-DWQ as applicable, including spill volume estimates:
x Supervisory control and data acquisition (SCADA) system(s); x Alarm system(s);
x Flow monitoring device(s) or other instrument(s) used to estimate sewage flow rates, and/or volumes;
x Computerized maintenance management system records; and x Asset management-related records.

4.6. Sewer System Management Plan Implementation Records The Enrollee shall maintain records documenting the Enrollee’simplementation of its Sewer System Management Plan, including documents supporting its Sewer System Management Plan audits, corrections, modifications, and updates to the Sewer System Management Plan.

STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT E1 – NOTIFICATION, MONITORING, REPORTING
AND RECORDKEEPING REQUIREMENTS December 6, 2022
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4.7. Audit Records
The Enrollee shall maintain, at minimum, the following records pertaining to its Sewer System Management Plan audits, and other internal audits:
x Completed audit documents and findings;
x Name and contact information of staff and/or consultants that conducted or involved in the audit; and
x Follow-up actions based on audit findings.

4.8. Equipment Records
The Enrollee shall maintain a log of all owned and leased sewer system cleaning, operational, maintenance, construction, and rehabilitation equipment.

4.9. Work Orders
The Enrollee shall maintain record of work orders for operations and maintenance projects.

STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT E2 – SUMMARY TABLES FOR NOTIFICATION, December 6, 2022

MONITORING AND REPORTING REQUIREMENTS
E2 - 1
ATTACHMENT E2 – SUMMARY OF NOTIFICATION, MONITORING AND REPORTING

REQUIREMENTS
This Attachment provides a summary of notification, monitoring and reporting requirements, by spill category, and for Enrollee-owned and/or operated laterals as required in Attachment E1 of this General Order, for quick reference purposes only.

Table E2-1
Spill Category 1: Spills to Surface Waters
Spill
Requirement Due Method
Notification
Within two (2) hours of the Enrollee’sknowledge of
a Category 1 spill of 1,000 gallons or greater,
discharging or threatening to discharge to surface
waters:

Notify the California Office of Emergency Services
and obtain a notification control number.

California Office
of Emergency
Services at:
(800) 852-7550
(Section 1 of
Attachment E1)
Monitoring
x Conduct spill-specific monitoring;
x Conduct water quality sampling of the receiving
water within 18 hours of initial knowledge of spill of
50,000 gallons or greater to surface waters.
(Section 2 of
Attachment E1)
Reporting
x Submit Draft Spill Report within three (3)
business days of the Enrollee’sknowledge of the
spill;
x Submit Certified Spill Report within 15 calendar
days of the spill end date;
x Submit Technical Report within 45 calendar days
after the spill end date for a Category 1 spill in
which 50,000 gallons or greater discharged to
surface waters; and
x Submit Amended Spill Report within 90 calendar
days after the spill end date.
(Section 3.1 of
Attachment E1)

STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT E2 – SUMMARY TABLES FOR NOTIFICATION, December 6, 2022

MONITORING AND REPORTING REQUIREMENTS
E2 - 2
Table E2-2
Spill Category 2: Spills of 1,000 Gallons or Greater That Do Not Discharge to Surface Waters
Spill
Requirements Due Method
Notification
Within two (2) hours of the Enrollee’sknowledge of
a Category 2 spill of 1,000 gallons or greater,
discharging or threatening to discharge to waters of
the State:

Notify California Office of Emergency Services and
obtain a notification control number.

California Office of
Emergency
Services at: (800)
852-7550
(Section 1 of
Attachment E1)
Monitoring Conduct spill-specific monitoring. (Section 2 of Attachment E1)
Reporting
x Submit Draft Spill Report within three (3)
business days of the Enrollee’sknowledge of the
spill;
x Submit Certified Spill Report within 15 calendar
days of the spill end date; and
x Submit Amended Spill Report within 90 calendar
days after the spill end date.
(Section 3.2 of
Attachment E1)

STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT E2 – SUMMARY TABLES FOR NOTIFICATION, December 6, 2022

MONITORING AND REPORTING REQUIREMENTS
E2 - 3
Table E2-3
Spill Category 3: Spills of Equal or Greater than 50 Gallons and Less than 1,000 Gallons That Does Not Discharge to Surface Waters
Spill
Requirements Due Method
Notification Not Applicable Not Applicable
Monitoring Conduct spill-specific monitoring. (Section 2 of Attachment E1)
Reporting
x Submit monthly Certified Spill Report to the online
CIWQS Sanitary Sewer System Database within
30 calendars days after the end of the month in
which the spills occur; and
x Submit Amended Spill Reports within 90 calendar
days after the Certified Spill Report due date.
(Section 3.3 and 3.5 of
Attachment E1)
Table E2-4
Spill Category 4: Spills Less Than 50 Gallons That Do Not Discharge to Surface Waters Spill
Requirements Due Method
Notification Not Applicable Not Applicable
Monitoring Conduct spill-specific monitoring. (Section 2o f Attachment E1)
Reporting
x If, during any calendar month, Category 4 spills
occur, certify monthly, the estimated total spill
volume exiting the sanitary sewer system, and the
total number of all Category 4 spills into the online
CIWQS Sanitary Sewer System Database, within
30 days after the end of the calendar month in
which the spills occurred.
x
Upload and certify a report, in an acceptable digital
format, of all Category 4 spills to the online CIWQS
Sanitary Sewer System Database, by February 1st
after the end of the calendar year in which the
spills occur.
(Section 3.4, 3.6,

3.7 and 4.4 of Attachment
E1)

STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT E2 – SUMMARY TABLES FOR NOTIFICATION, December 6, 2022

MONITORING AND REPORTING REQUIREMENTS
E2 - 4
Table E2-5
Enrollee Owned and/or Operated Lateral Spills That Do Not Discharge to Surface Waters Spill
Requirements Due Method
Notification
Within two (2) hours of the Enrollee’s knowledge of a
spill of 1,000 gallons or greater, from an enrollee-
owned and/or operated lateral, discharging or
threatening to discharge to waters of the State:

Notify California Office of Emergency Services and
obtain a notification control number.

Not applicable to a spill of less than 1,000 gallons.

California Office of
Emergency Services
at: (800) 852-7550
(Section 1 of Attachment
E1)
Monitoring Conduct visual monitoring. (Section 2 of Attachment E1)
Reporting
x Upload and certify a report, in an acceptable digital format, of all lateral spills (that do not discharge to a surface water) to the online CIWQS Sanitary
Sewer System Database, by February 1st after the
end of the calendar year in which the spills occur.
x Report a lateral spill of any volume that discharges
to a surface water as a Category 1 spill.
(Sections 3.6, 3.7 and

4.4 of Attachment E1)

STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT F – REGIONAL WATER QUALITY CONTROL December 6, 2022

BOARD CONTACT INFORMATION
F-1
ATTACHMENT F – REGIONAL WATER QUALITY CONTROL BOARD CONTACT

INFORMATION
This Attachment provides a map, list of counties, and contact information to assist the Enrollee in identifying the corresponding Regional Water Quality Control Board office, for all Regional Water Board notification requirements in this General Order.

Region 1 -- North Coast Regional Water Quality Control Board:

Del Norte, Glenn, Humboldt, Lake, Marin, Mendocino, Modoc, Siskiyou, Sonoma, and Trinity counties.

[email protected] or (707) 576-2220
Region 2 -- San Francisco Bay Regional Water Quality Control Board:

Alameda, Contra Costa, San Francisco, Santa Clara (Northern most part of Morgan Hill), San Mateo, Marin, Sonoma, Napa, Solano counties.

[email protected] or (510) 622-2369
Region 3 -- Central Coast Regional Water Quality Control Board:

Santa Clara (most of Morgan Hill), San Mateo (Southern portion), Santa Cruz, San Benito, Monterey, Kern (small portions), San Luis Obispo, Santa Barbara, Ventura (Northern portion) counties.

[email protected] or (805) 549-3147
Region 4 -- Los Angeles Regional Water Quality Control Board:

Los Angeles, Ventura counties (small portions of Kern and Santa Barbara counties). [email protected] or (213) 576-6600

STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER 2022-0103-DWQ ATTACHMENT F – REGIONAL WATER QUALITY CONTROL December 6, 2022

BOARD CONTACT INFORMATION
F-2
Region 5 -- Central Valley Regional Water Quality Control Board:

Rancho Cordova (Sacramento) Office: Colusa, Lake, Sutter, Yuba, Sierra, Nevada, Placer, Yolo, Napa, (North East), Solano (West), Sacramento, El Dorado, Amador, Calaveras, San Joaquin, Contra Costa (East), Stanislaus, Tuolumne counties.

[email protected] or (916) 464-3291 Fresno Office: Fresno, Kern, Kings, Madera, Mariposa, Merced, and Tulare counties, and small portions of San Benito and San Luis Obispo counties.

[email protected] or (559) 445-5116 Redding Office: Butte, Glen, Lassen, Modoc, Plumas, Shasta, Siskiyou, and Tehama counties.

[email protected] or (530) 224-4845 Region 6 -- Lahontan Regional Water Quality Control Board:

Lake Tahoe Office: Alpine, Modoc (East), Lassen (East side and Eagle Lake), Sierra, Nevada, Placer, El Dorado counties.

[email protected] or (530) 542-5400 Victorville Office: Mono, Inyo, Kern (East), San Bernardino, Los Angeles (North East corner) counties.

[email protected] or (760) 241-6583 Region 7 -- Colorado River Basin Regional Water Quality Control Board:

Imperial county and portions of San Bernardino, Riverside, San Diego counties.

[email protected] or (760) 346-7491
Region 8 -- Santa Ana Regional Water Quality Control Board:

Orange, Riverside, San Bernardino counties.

[email protected] or (951) 782-4130
Region 9 -- San Diego Regional Water Quality Control Board:

San Diego county and portions of Orange and Riverside counties.

[email protected] or (619) 516-1990
End of Order 2022-0103-DWQ

City of Monterey Park
2024 Sewer System Management Plan
F-1

Appendix F
Draft Sanitary Sewer Design Standards and Plans
Note: Incomplete sections have been omitted. Unverified references have been omitted.

City of Monterey Park
2024 Sewer System Management Plan
F-2

DRAFT SANITARY SEWER STANDARDS

SANITARY SEWER DESIGN STANDARDS AND PLANS

GENERAL
Sanitary Sewer Plans shall meet the criteria specified in Private Contract Sanitary Sewer Procedural Manual, latest edition, published by Los Angeles County Department of Public Works and shall also incorporate the following:

1. TV INSPECTION

1.1. Prior to acceptance of any sanitary sewer line by the City, said line shall be inspected internally by television as outlined below at no cost to the City.

1.2. Defects such as high and low spots, joint separations, offset joints, chipped ends, cracked or damaged pipe, infiltration points and debris in lines shall be corrected at no cost to the City.

1.3. The complete job is ready for television inspection when the following work has been completed:

1.4. All sewer pipelines are installed, backfilled and compaction testing completed.

1.5. All structures are in place, all channeling is complete and pipelines are accessible from structures.

1.6. All other underground facilities, utility piping an d conduits are installed, inspected, tested and compaction testing completed.

1.7. Final street subgrading is complete and ready for asphaltic concrete surfacing.

1.8. Pipelines to be inspected have been preliminarily balled, flushed and mandrel or cleaned with a high pressure cleaner.

1.9. Final air test has been completed and approved.

1.10. When the above work is complete, the Develo per shall arrange for the television inspection.

1.11. The Developer of the project will notify the City in writing as to the scheduled date of the television inspection.

1.12. The entire job will be initially televised and video taped. The tapes (or digital video) and reports shall be delivered to the City.

1.13. The Developer will be notified in writing of any deficiencies revealed by the television inspection that will require repair. If corrective work is indicated and Developer wishes to view videotapes, he shall contact the City to set a time for viewing with the Engineer.

1.14. Corrective work shall be done. The cost shall be borne by the Developer.

1.15. Those portions of the pipeline system that have been corrected must be inspected, tested, re- televised and video-taped and the tapes and reports delivered to the City.

1.16. The procedure outlined in conditions 1.4 through 1.15 above will be repeated until all deficiencies observed by television have been corrected to the complete satisfaction of the City.

City of Monterey Park
2024 Sewer System Management Plan
F-3

1.17. All video tapes and reports become the property of the City to be used as “Record Drawings" for future reference.

DESIGN STANDARDS
All sanitary sewer system infrastructure shall be designed according to the following standards and details as required by Ordinance No. 1554, an ordinance of the City Council of the City of Monterey Park adopting Title 13 establishing sanitary sewers and industrial waste as promulgated in Chapter 13.08 Article 3 and the Standard Drawings included in the Private Contract Sanitary Sewer Procedural Manual, latest edition, published by Los Angeles County Department of Public Works or other standards adopted by the City Engineer.

Condominium sewers - New condominium developments shall be served with main-line sewers and house lateral sewers such that each building will have a separate and independent connection to a main-line sewer.

Large lots--Sewer service requirements - Where a lot is of sufficient size that the Zoning Ordinance, as set out at [reference] of City Municipal Code does not prohibit its division into smaller parcels, each of such possible parcels into which such lot legally may be divided, upon which one or more buildings containing plumbing facilities are or may be located, shall be considered as a separate lot. Separate house laterals shall be constructed to the main-line sewer for each of such possible parcels except where the owner has filed an affidavit as provided in the Monterey Park Plumbing Code (see [reference]). If the main-line sewer does not extend to a point from which such possible parcels can be served in accordance with the requirements of said Chapter the main- line sewer must be extended in compliance with said Chapter.

Participation in project--Letter requirements…incomplete.

Dedication of sewers

1. An offer of dedication of sewers to the City shall be included in the agreement to construct sewers for a new subdivision which accompanies the faithful performance security guaranteeing the construction required as a condition for the recordation of the tract map or parcel map.

2. Before plans for the construction of any other public main-line sewer are approved by the City Engineer, the person causing such plans to be prepared shall present an “offer of dedication,” signed and acknowledged, on forms provided by the City Engineer.

3. When the construction of the sewer, has b een completed and accepted by the Council, the sewer becomes a public sewer.

4. No sewer shall be accepted for dedication by the City unless such sewer has been constructed in conformity with the requirements herein.

5. Exceptions:

6. If a literal compliance with any engineering requirement of this Chapter is impossible or impractical because of peculiar conditions in no way the fault of the person requesting an exception, and the purposes of this Chapter may be accomplished and public safety secured by an alternate construction or procedure, and the City Engineer so finds that such alternate complies with sound engineering practice, he may grant an exception permitting such alternate construction or procedure.

City of Monterey Park
2024 Sewer System Management Plan
F-4
Plan Preparation by Registered Civil Engineer

1. Any plans submitted for approval under the provis ions of this section shall be prepared by or under the direction of and shall be signed by a registered civil engineer of the state of California or by a professional engineer registered in the discipline required for the type of infrastructure proposed.

2. Before a sewer construction permit may be issu ed, plans for the proposed construction shall be submitted to and approved by the City Engineer, unless the City Engineer determines that plans are not necessary.

3. After all required plan check fees in the fee re solution have been paid, the City Engineer shall check the submitted plans for compliance with the requirements of this ordinance and other applicable laws and ordinances of the county, state, or other governmental jurisdiction.

4. If plan corrections and other requirements necessary for plan approval have not been completed within one year after the checked plans are returned by the of Public Works Department, it shall constitute abandonment of the work and the City Engineer shall so notify the person who has submitted the plans.

5. Approval of a sewer plan shall expire two years from the date of the approval, unless construction of the facilities has commenced.

6. Resubmission of abandoned and expired plans shall be subject to new plan check fees.

Sewer Easement Requirements:

1. A person desiring to construct a sewer in an ea sement under the provisions of this Chapter shall present to the City Engineer a request for processing, sufficient information to enable the preparation of a written description, and the fees specified in the City Fee Resolution.

2. The location and dimensions of sanitary sewer easements shall be sufficient to provide present and future sewer service to abutting areas and adequate access for maintenance as determined by the City Engineer.

3. Until the required easements have been properly executed and recorded.

4. No plans shall be approved by the City Engin eer for sewer facilities to be constructed by any person across the property of others.

5. No sewer facilities shall be accepted for public use, nor placed in use by any person.

Main-line sewers--Size specifications.

1. The size of main-line sewer pipe shall be dete rmined by standards of design and the coefficients determined by the City Engineer, but in no case shall it be less than eight inches inside diameter.

Individual building, commercial or industrial plant capacities shall be the determining factor when they exceed the coefficients shown. The coefficient to be used for any zoned area not listed will be determined by the City Engineer based upon the intended development and use.

2. The City Engineer shall determine which of the coefficients or combination of coefficients shall be used for design, as determined by the established or proposed zoning in the study area. Any modifications to these coefficients due to topography, development or hazard areas shall be approved by the City Engineer.

City of Monterey Park
2024 Sewer System Management Plan
F-5
Main-line sewers--Minimum velocity.

A mainline sewer shall be designed to provide a minimum velocity of two feet per second for pipes flowing one-half full, except that the City Engineer may approve a gradient that will develop a lower velocity if he finds that a gradient that will develop a velocity of two feet per second is unobtainable.

Bench marks and elevations.

A bench mark shall be shown on the profile sheets. The elevations shall be based on NAVD 88 Datum or a datum acceptable to the City Engineer. The bench mark shall be a published benchmark near the project area used in the design of the project and adequate to construct the work. The bench mark description shall state the bench mark datum, County Quad name, adjustment year and description. The elevation of the sewer at the point where the system is to be discharged shall be shown as determined in the field from the above shown datum.

Soil conditions.

Soil conditions, particularly in areas known to have high groundwater tables, rock, or filled ground, shall be prospected, and the results shown on the profile, if required by the City Engineer.

Grades.

The slope of the sewer shall be shown on the plans in feet of fall per 100 feet of horizontal distance, expressed as a percentage. Slopes used expressed in percentages shall be divisible, without remainder, by four in the hundredth column. For example,

0.36 percent complies with these requirements.

Main-line sewers--Alignment and location in street.

Where design considerations permit, main-line sewers shall have a straight alignment, and shall be located five feet from and on the northerly and easterly sides of the centerlines of streets or alleys, except on major or secondary highways where separate sewers shall be located in the roadway six feet from each curb line.

Main-line sewers--Depth.

1. The minimum depth for mainline sewers shall be seven and one-half feet.

2. Where groundwater is present, the depth for residential main-line sewers may be sufficient to provide for a house lateral with a minimum depth of at least five feet below the curb grade or centerline of street or alley grade at the property line.

3. Exceptions to the above minimum may be made only on the approval of the City Engineer.

4. House laterals--Specifications generally.

5. For each lot, a six-inch internal diameter house lateral sewer shall be provided in the street, straight in alignment and grade between the main-line sewer and the property line, with minimum depths as required by Section 15, and at right angles to the mainline sewer whenever possible.

6. Exception: House laterals constructed in the st reet under the provisions of the Monterey Park Plumbing Code, (as set out at [reference]) or house laterals provided in the street for lots restricted to single-family residential use under the provisions of [reference], may have an internal diameter of four inches.

City of Monterey Park
2024 Sewer System Management Plan
F-6
House laterals--Depth.

1. The depth of house laterals at the property line shall be sufficient to provide service to the lowest or farthest point to be served on the lot at a minimum grade of two percent, with the top of the pipe not less than one foot below the ground surface at any point.

2. The minimum depth for house laterals at the property line shall be six feet below the curb grade or the centerline of street or alley grade, except as set forth herein for locations where groundwater is present.

3. Where street-widening lines have been established by the Zoning Ordinance, as set out at [reference], the minimum depth shall be measured at such established line. If house laterals are constructed before the existing street is widened, the depth at the property line shall be such that extension at the same straight grade and alignment to the new property line will produce the required depth.

End structures--Location specifications.

1. End structures shall be placed at whichever of the following locations is farthest up grade:

2. Not less than 10 feet upgrade from the downgrade lot line of the last lot being served;

3. Not more than 40 feet downgrade from the upgrade lot line of the last lot being served, if there may be a future extension of the main-line sewer;

4. At a location where the house lateral and building sewer can be constructed in a straight alignment at right angles to the main-line sewer.

5. End structures shall be manholes.

Manhole structures.

Manhole structures shall be placed in the main-line sewer at all changes of alignment and gradient; the maximum distance between structures shall be not more than 350 feet. All structures shall be designed according to the standard drawings for structures on file in the office of the City Engineer. Exceptions to the above requirements may be made only on approval of the City Engineer.

Substructures
All substructures which will be encountered in the construction or which will be installed as part of the improvement shall be shown and designated on the plan. Large substructures which require special treatment in the design of the sewer shall also be shown in the profile. The engineer who has prepared the plans shall submit to the City Engineer a statement that he has determined from each utility or other company having substructures in the affected area that the location and size of such structures, as shown on the submitted plans, are the same as shown upon such company’s records.

Pipe materials--Approval required.

1. All pipes other than vitrified clay or cast iron shall first have been approved for use by the City Engineer and shall be equivalent to vitrified clay or ductile iron in strength, effectiveness, durability and safety in accordance with the use intended.

2. Before approving any pipe, the City Engineer may require satisfactory proof that such pipe is suitable for use, including actual tests performed by an independent and approved testing laboratory at no expense to the City.

City of Monterey Park
2024 Sewer System Management Plan
F-7
Vitrified clay pipe--Installation specifications.

1. Vitrified clay pipe, main-lin e and house lateral sewers, shall be constructed of the class designated as extra-strength pipe.

2. Sewer pipe installed under a railway shall be encased in concrete, or encased in a steel pipe backfilled with sand, or encased by other approved means which will protect the pipe to the same extent to the satisfaction of the railway company.

3. Sewer pipe installed under a conduit or other stru cture, or at depths greater than 20 feet or in other locations where the City Engineer determines that additional protection is required, shall be reinforced with a concrete cradle, or encased in concrete, or reinforced by other approved means which will protect the pipe to the same extent.

4. Sewer pipe installed in streets or public easements with the top of the pipe less than four feet below the surface, as determined during construction or indicated on the plans, shall be encased in concrete, or other approved means to protect the pipe.

SUBMITTAL REQUIREMENTS

1. Sanitary Sewer plans shall be submitted as a part of the Street Improvement plan submittal package.

2. See plan checking and submittal requirements.

SEWER IMPROVEMENT PLAN CHECKLIST
COVER SHEET (asterisk items requires special attention by plan checker) [ ] Refer to "Private Contract" Sanitary Sewer Plans" Manual by L.A. County. [ ] Refer to "Standard Drawings for Construction" by L.A. County Sanitation District. [ ] Benchmark - County of Los Angeles, [reference], elevation location, BM#, description, adjustment date.
[ ] Title area - Tract number, Monterey Park number, page number, number of sheets and pages, date, signature and stamp of Engineer, legend of Standard Plans, City Engineer's signature block, Tract number and PC number on right border. Scale 1" = 40'Horz., 1" = 4' Vert. [ ] * Index Map - Scale: 1" = 600', PC number, Tract number, City limit lines if applicable, tract boundary, location of sewer lines with page references, surrounding tracts, major/secondary highways, railroad tracts, existing sewer lines with size and owner (Los Angeles County Sanitation District Trunk Sewer, etc.)
[ ] * General Notes - to include General Notes as listed in this section. [ ] * Construction Notes - to include all Cons truction Notes as listed in this section. [ ] Private Engineer's Notice to Contractors.
[ ] * Miscellaneous Notes - to include all applicable Notes in this section. [ ] Underground Alert Notice.
[ ] Private Engineer's Statement of Responsibility.

City of Monterey Park
2024 Sewer System Management Plan
F-8
[ ] When crossing a railroad, a maintenance agreement between the City and the railroad company is required prior to plan approval.
[ ] * Need applicable statements.
[ ] Collect charges as indicated - Use when charges are indicated on plan or profile. [ ] Double vertical scale - Use when scale on profile is changed to 1" = 8'. [ ] See County Sanitation District for special co nnection charges - Use in cases as defined by Los Angeles County Sanitation District.
[ ] No charges for connection - Use when no fee is necessary or that fees were paid as part of another project.
[ ] Collect ordinance frontage charges - Use when a fee is necessary to lateral a new user to an existing sewer main line that the user didn't participate in constructing. [ ] Issue no permits, street must be double lined - Use when a main sewer line is required on both sides of street and only one is available.

PLAN AND PROFILE SHEET PLAN VIEW: l' = 40'
[ ] North arrow (to top or right), plan must be drawn accurately to scale. [ ] * Existing improvements and utilities shown dashed, limits of construction for existing and new.
[ ] Street names, street widths with street dimensions and main sewer and water location with reference to street centerline.
[ ] Stationing of at least one lot line per block each side of street. [ ] Tract boundary, tract number, lot lines and numbers, adjacent tract or parcel numbers [ ] * Pad elevations and lot numbers.
[ ] * Stationing of main sewer lines. Low points will be start of stationing and increase with rise of main sewer line. At junction of independently stationed main sewer lines, an equation shall be used to show relation.
[ ] * Locations of water lines to be per latest design of water plans. [ ] * Invert elevations of utility crossings.
[ ] Lot dimensions and length of curve on curb return. [ ] * As-Built stationing of existing main sewer lines, continue to use as-built stationing, if practical.
[ ] * Reference PC numbers for existing main sewer lines and Sanitation District designation for trunk sewer lines.
[ ] Call Los Angeles County Sanitation District for methods of joining trunk sewer lines. [ ] Center plan under profile.
[ ] All H.L. to be constructed to R/W line if main line is more than 5 feet from R/W.

City of Monterey Park
2024 Sewer System Management Plan
F-9
[ ] * Station normal house laterals with respect to connection at main line sewer and at end (at R/W) with respect to main line sewer.
[ ] * Design engineer must consult with railroad company for design requirements and permits when a sewer passes under RR tracks. Steel jacking is required per STD. S-37. [ ] Four-inch house laterals may be used in single family subdivisions. Six- inch house laterals to be used in all other cases.
[ ] Dash facilities when shown elsewhere on plans.

PROFILE
[ ] * Note scale, if different than 1" = 4'.
[ ] Stationing (every 100') and elevation (every 5') of grid. [ ] T.C. grade each side and/or surface over sewer when applicable. [ ] Open circle at grade breaks (-0-).
[ ] Station and elevation at surface for grade breaks, intersections, change in conditions. [ ] Identical points flagged as such.
[ ] * Where clearance (from sewer to object) is .5 feet to 1.5 feet, encase per STD. S-23.

Where clearance is less than .5 feet, use ductile iron pipe. [ ] * Chimneys are required where depth of main line sewer is 15 feet or more. [ ] Cradling or encasement is required where depth of main line sewer is 20 feet or more. [ ] 0.75 feet between outlet elevation and the bottom (base) of MH structure. [ ] Sewer grades should be in multiples of 0.40 percent if practical. [ ] Use lettered section designations only when two or more sections appear on one page. [ ] Lower manhole on each view to be shown dashed if shown solid on any other view. [ ] * Backwater valves are required when pads serviced by a main sewer line are lower in elevation than the next upstream MH.
[ ] Avoid use of vertical curves. Minimum length of vertical curve shall be 40 feet. Elevation and station to be shown every 10 feet.
[ ] House laterals to be constructed with 1/4" per foot rise to the R/W line. [ ] * Label and flag up (45 degrees) all inlets and outlets unless the required drop is centerline.
[ ] * Main sewer line or house laterals must be encased where less than four feet of cover to subbase in street is available.
[ ] In local streets, main line sewers should be located 5 feet northerly or easterly of the street centerline.
[ ] Minimum distance between center of manhole and curb line is 6 feet. [ ] City boundary line to be shown as dash-double dot lines. _ _

City of Monterey Park
2024 Sewer System Management Plan
F-10
[ ] * Maximum manhole distance to be 350 feet.
[ ] * Horizontal curve table with delta, radius, length of curve, and tangent consecutively labeled.

Horizontal curve data shall be identified by a number in a circle and shall be consistent throughout the set of plans. Only one curve of any kind allowed between manholes. Minimum radius for 8" sewer is 120 feet. Maximum delta is 60 degrees. [ ] Call out curb lines, utilities and substructures, street centerline, H.L., wyes, encasements, cradles, chimneys, shallow manholes, stubs, plugs, BC and EC, easements, future construction, identical points, direction of flow, size of sewers, R/W. [ ] Call out page references to match lines.
[ ] * Elevation of MH tops required in areas of new paving. MH tops in existing paving to meet grade. MH tops in undeveloped areas to be 6" above grade. [ ] * For required drops through manholes see STD. S-C5.

City of Monterey Park
2024 Sewer System Management Plan
F-11

City of Monterey Park

SEWER IMPROVEMENT PLANS
320 W. Newmark
Monterey Park, CA 91754

Parcel/Tract ______________________ Monterey Park P.C. ______________________ Engineer _________________________ Telephone _____________________________ Please make the corrections shown on the attached check prints and return the following circled items.

IF REQUESTED ITEMS ARE NOT INCLUDED IN THE FOLLOWING SUBMITTAL, IT WILL BE DEEMED AS INCOMPLETE AND NOT BE ACCEPTED.

1. CORRECTION (REDLINE) PRINTS AND TWO FOLDED SETS OF CORRECTED PRINTS.

2. COPY OF FIELD NOTES showing: Existing manhole ties, invert elevations, surface over sewer and topography.

3. PROVIDE SANITARY SEWER AREA DESIGN CALCS. With engineers seal and signature.

4. UNDERGROUND LETTER: Complete, sign, seal and return (Contacting utility companies by phone is okay).

5. PARTICIPATION LETTER: Complete and return. (The description of the property should be as simple as possible, for example: "Tract 40000.")

6. SUBMIT ORIGINAL MYLARS AND ONE SET OF CORRECTED PRINTS & REDLINES, after bonds have been posted.

7. A COMPLETE SET OF TRACT WATER PLANS.

8. PROVIDE OR REVISE CITY OF MO NTEREY PARK COST ESTIMATE FORM.

9. PROVIDE PROOF OF RECORDED EASEMENT FOR SANITARY SEWERS, as shown on plan, page ______.

1 st____2nd ____3rd ____Check By___________________________________ Date_________________

ADDITIONAL REQUIREMENTS:
____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________

City of Monterey Park
2024 Sewer System Management Plan
F-12

PARTICIPATION LETTER

CITY OF MONTEREY PARK `DATE _________________
MONTEREY PARK PRIVATE CONTRACT NO.____________________________ TRACT NO. _________________________

Dear Sir:

The following is a full and complete list of all abutting properties which have contributed to the cost of construction of the sewer system constructed under Monterey Park Private Contract No. ____________.

(Notarization not required) _____________________________________ Owner’s Signature
NOTE: Properties connecting to public sewers construc ted at no cost to the abutting property may be made subject to charges as prescribed by [reference].

City of Monterey Park
2024 Sewer System Management Plan
F-13

UNDERGROUND LETTER

CITY OF MONTEREY PARK
MONTEREY PARK PRIVATE CONTRACT NO._________________________________ SEWERS IN _________________________________
VICINITY OF _________________________________

Dear Sir:

I have made a search of the available records as well as a physical inspection of the site and all water wells found within 200 feet of the sewers, if any, are shown on the plans.

In compliance with [reference], I have checked and determined from the following utility or other companies having substructures in the affected area that the location and size of such structures, as shown on the submitted plans, are the same as shown upon such company's record and to the best of my knowledge there is no interference with the proposed sewers.

_______________________________________
Time Warner Cable
_______________________________________
Water Purveyor (District)
_______________________________________
Southern California Gas Company.
_______________________________________
Telephone Company
_______________________________________
Southern California Edison Company

By: _____________________________________

R.C.E. No. _______________________________

City of Monterey Park
2024 Sewer System Management Plan
F-14

GENERAL NOTES
1) Elevations are in English units of feet based on North American Vertical Datum of 1988, with the latest adjustment as shown in Bench Mark List [reference] Quad. 2) No revisions shall be made to these plans without the approval of the City Engineer. 3) No representative of the City Engineer will survey or lay out any portion of the work. 4) Grades to which this sewer is to be constructed are shown on plans and profiles. Grade points for top of curbs, centerline of streets, or centerline of alleys are shown by circles on profiles. At all points between designated points the grade shall be established so as to conform to a straight line drawn between said designated points.
5) The engineer of record shall furnish the City Engineer with grade sheets and stationing for all house laterals and "y" or "t" branches and shall provide stakes for them at their proper locations with stationing plainly marked. All house laterals shall be constructed in a straight alignment at right angles from the main line sewer except as shown on the plans. House laterals from chimneys shall not have an angle of less than 45 degrees with the main line sewer. Any change in alignment shall be requested in writing by the engineer of record.
6) The private engineer shall furnish the house la teral depth at the property line below the top of curb elevation for each house lateral on the grade sheet. 7) Before work can be started, the contractor must obtain a permit to excavate in city streets from the city engineer, and pay a fee to the City of Monterey Park to cover the cost of construction inspection and record plans.
8) Approval of this plan by the City Engineer does not constitute a representation as to the accuracy of the location or the existence of any underground utility pipe or structure within the limits of this project. This note applies to all pages.
9) Refer to [reference] of the Standard Specific ations for Public Works Construction, regarding safety orders.
10) Prior to the issuance of the required sewer cons truction permit, the contractor shall obtain, and file with the City Engineer, a copy of a permit for excavations and trenches from the state of California, division of industrial safety, and a certificate of worker's compensation insurance with the City of Monterey Park named as certificate holder, to be notified 30 days prior to cancellation of policy. 11) If work is to be done on a state highway, a pe rmit must be obtained from the State of California, Division of Highways, 120 South Spring Street, Los Angeles, CA. 12) The engineer of record signing these plans is responsible for the accuracy and acceptability of the work hereon. In the event of discrepancies arising during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by the City Engineer.
13) No connection for the disposal of industrial wastes shall be made to sewers shown on these plans until a permit for industrial wastewater discharge has been issued by the County Sanitation District of Los Angeles County.

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14) Before breaking into or construction on a sanitation district owned sewer, and prior to final acceptance of the sewer, the Sanitation District shall be notified by telephone (661) 947-5027 so that the required inspections can be made.
15) All sanitary sewers may require videotaping pr ior to the final acceptance for maintenance, as determined by the Public Works inspector.
16) The engineer of record shall be required to provide as-built sewer plans to the City Engineer prior to the issuance of a certificate of occupancy.
17) The sanitary sewer shown on these plans will not be accepted for maintenance until such time as the outlet sewer (PC ____________) has been constructed and accepted for maintenance by the City of Monterey Park.
18) Important notice - Section 4216/4217 of the Gove rnment Code requires a dig alert identification number be issued before a "permit to excavate" will be valid. For your dig alert i.d. number, call underground service alert at 1-800-422-4133, two working days before you dig.

CONSTRUCTION NOTES
1) Work shall be performed according to the late st editions of the Standard Specifications for Public Works construction and the special provisions for the construction of sanitary sewers (supplement to the standard specifications) and shall be completed only in the presence of the City Engineer or the City Engineer's representative. All references to standard specifications and special provisions made hereon shall be to these editions. Other references made hereon are to the latest editions of APWA Standard Plans for Public Works Construction, Los Angeles County Department of Public Works Standard Plans, and the standard drawings of the City of Monterey Park Engineering Design Standards.
2) The contractor shall notify the City of Mo nterey Park by telephone (661) 307-1320 at least twenty-four hours before starting any work under this contract. 3) House laterals to be constructe d with inverts at property line 6 feet below curb grade except as noted.
4) Wye or tee branches may be used for conne ctions to mainline sewers, except as noted. 5) All structures shall be precast concrete sewe r manholes per APWA Standard Plan 200-2, except as noted.
6) Provide stakes on the property line or property lines produced at right angles to the sewer line at the centerline of each manhole.
7) Vitrified clay pipe joints sh all be type "G" per Standard Specifications Section 208-2 of the Standard Specifications for Public Works Construction.
8) All joints between ductile iron pipe and vitrified clay pipe shall be made with a rubber sleeve joint, type "C" or "D", (with bushing if necessary) per Section 208-2 of the Standard Specifications for Public Works Construction.
9) Sewers to be tested for leak age per Section 306-1.4 of the Standard Specifications for Public Works Construction.
10) Bedding material shall be in accordance with Los Angeles County Standard Plans 2021-0 and 3080-1, and shall be in full compliance with Section 306-1.2.1 of the Standard Specifications for Public

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Works Construction. Concrete encasement per Los Angeles County Standard Plan 2023-1, Case II, shall be required when the sewer has less than four feet of cover, and concrete encasement, Case 4, and concrete backfill per Los Angeles County Standard Plan 3080-1, shall be required when the sewer has less than one and one half feet of cover. In no case shall sewer have less than one foot of cover. 11) Sewer trench backfill and repair criteria:
12) For trenches outside of existing or future right-of-way. 13) Backfill trench, per standard specifications Se ction 306-1.3, and replace other earth removed so as to achieve the natural or finish grades and slopes required and approved for this project by the city engineer.
14) All backfill earth replaced shall be compacted to a min. Of 90 percent of maximum density per ASTM std 698-57t, as modified. Acceptable certification of compaction shall be submitted to the city engineer, prior to the issuance of a certificate of partial acceptance. 15) For trenches within existing or future right-of-way:
16) Backfill trench and repair pavement per Standard Specifications Section 306-1.3 and [reference], as applicable, within City of Monterey Park jurisdiction so as to achieve the existing or proposed grades required and approved for this project by the city engineer. 17) Within state highway or railroad jurisdiction, ba ckfill trench and repair pavement in accordance with requirements of the permits and per Los Angeles County standard plan 3081-0 (for state highway). 18) All wyes and/or house lateral sewers are to be located at least five feet apart and not closer than five feet to any manhole.
19) Saddle connection…incomplete.
20) If during the course of construction it is de termined, and is not addressed by the plans, that there is less than four feet of cover over the top of a main line or house lateral sewer, or a power pole is within three feet, the pipe shall be encased per Los Angeles County Standard Plan 2023-1, Case II, unless otherwise approved by the city engineer.

PRIVATE ENGINEER'S NOTICE TO CONTRACTORS

The existence and location of any underground utility pipes or structures shown on these plans are obtained by a search of available records. To the best of our knowledge there are no existing utilities except as shown on this plan. The Contractor is required to take due precautionary measures to protect the utility lines and any other lines not shown on this plan. Prior to excavation, the Contractor shall call 1-800-422-4144 for the underground location of utilit y lines. The contractor shall also call the applicable utility companies to verify the locations.

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2024 Sewer System Management Plan
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Appendix G
Spill Reporting Template

Appendix Contents
x Notification, Monitoring, and Reporting Flowchart
x Data Collection for Draft Spill Report
x Data Collection for Certified Spill Report
x Data Collection for Spill Technical Report
x Data Collection for Spill-Specific Monitoring

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2024 Sewer System Management Plan
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Determine Spill Category
Visual Method
Measured Method
Duration & Flow Method
Discharge to surface water?
Category 1
Greater than 1,000 gallons?
Category 2
Category 3
Yes
No
Yes
Yes
Greater than
50 gallons?
No
Category 4
No
Notification, Monitoring, and Reporting Flowchart
From a District lateral?
Lateral
No
Yes
Notify OES within 2
hours at
(800) 852-7550.

Obtain Notification
Control Number from
OES.

Notify affected storm
drain entities, if
needed (see §6.1.7).

Conduct spill-specific
monitoring.

Greater than 50,000
gallons?
Conduct receiving
water sampling within
18 hours.

Submit Technical
Report within 45 days.

Submit Draft Spill
Report within 3 days.

Submit Certified Spill
Report within 15 days.

Submit Amended Spill
Report within 90 days.

Greater than 1,000
gallons and
discharging to surface
water?
Notify OES within 2
hours at
(800) 852-7550.

Obtain Notification
Control Number from
OES.

Notify affected storm
drain entities, if
needed (see §6.1.7).

Conduct spill-specific
monitoring.

Submit Draft Spill
Report within 3 days.

Submit Certified Spill
Report within 15 days.

Submit Amended Spill
Report within 90 days.

Notify affected storm
drain entities, if
needed (see §6.1.7).

Conduct spill-specific
monitoring.

Submit Certified Spill
Report via CIWQS
within 30 days.

Submit Amended Spill
Report within 90 days.

Submit Certified Spill
Report via CIWQS
within 30 days of end
of calendar month and
annually by February 1
Conduct spill-specific
monitoring.

Notify OES within 2
hours at
(800) 852-7550.

Obtain Notification
Control Number from
OES.

Notify affected storm
drain entities, if
needed (see §6.1.7).

Conduct visual
monitoring.

Submit report via
CIWQS annually by
February 1
Yes
Yes
No
No
Determine Spill Category
§5.13.1
Reporting
Attachment E1, §3 and §4
Notification
Attachment E1, §1
Monitoring
Attachment E1, §2
Color Code

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2024 Sewer System Management Plan
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Data Collection for Draft Spill Report
Draft Spill Report Content
Category 1, 2 and 3
SEPR Coordinator contact information
Name of spill location
Date and time of spill notice
Time maintenance crew arrived
Estimated start time of spill
Description, photographs, and GPS coordinates
Estimated spill volume
Description and photograph of spill extent and boundary Did the spill reach a drainage conveyance system?
Description and identification of system
Photographs of entry location
Estimated volume recovered
Estimated volume remaining
Estimate total volume recovered
Category 1 and 2
Time OES was notified
OES Notification Control Number
Category 1 Only
Description and photographs of discharge point to surface water Estimate volume discharged to surface water
Category 2 and 3 Estimated volume captured by basin or facility

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Data Collection for Certified Spill Report
Certified Spill Report Content
Category 1, 2, and 3
Description and GPS coordinates of spill event destination Spill end date and time
Spill volume estimate methodology
Cause of spill
System failure location
Pipe age and condition at failure location
Description of the impact of the spill
Was spill associated with a storm event?
Description of spill response activities
Description of spill corrective action
Narrative of investigation and findings of cause of spill Category 1 and 2
Spill response completion date
If needed, reason and expected completion of ongoing investigation Category 1 Only
Name and type of receiving water body
Description of the water body
Impacts to aquatic life
Public closure or restricted use
Responsible entity for closure or restricted use
Days of closure or restricted use due to spill
Was spill within 1000 feet of municipal surface water intake? If needed, identify sampling locations and parameters

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2024 Sewer System Management Plan
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Data Collection for Spill Technical Report
Spill Causes and Circumstances
Complete and detailed explanation of how and when the spill was discovered Photographs illustrating:
x spill origin
x extent and reach of the spill
x drainage entrance and exit
x receiving water
x post-cleanup site conditions
Diagram showing:
x spill failure point
x appearance point
x spill flow path
x ultimate destinations
Method and data used to:
x calculate the discharge volume
x calculate the recovered spill volume
Description of spill cause
Description of pipe material and age at failure location Description of the impact of the spill
Historical maintenance records for the failure location Response to Spill
Chronological narrative description of all actions taken to terminate spill Explanation of SERP implementation
Corrective actions completed and scheduled for planned corrective actions:
x Local regulatory enforcement action related to illicit discharge x System modifications
x Operation and maintenance program modifications
x SERP Modifications
Water Quality Monitoring
Description of water quality sampling activities conducted List of pollutants and parameters monitored, sampled and analyzed Laboratory results and reports
Location map of water quality sampling points
Distribution of sampling results to regulatory agencies Evaluation of Spill Impact
Description of short-term to beneficial use of surface water Description of long-term to beneficial use of surface water

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Data Collection for Spill-Specific Monitoring
Spill Location and Spread
Location where spill originated:
x Photography
x GPS Coordinates
Photography for:
x Drainage conveyance entry locations
x Discharge into surface water, as applicable
x Extent of spill spread
x Location of clean up
Spill Volume Estimation
Visual Method
Measured Volume Method
Duration and Flow Method
Receiving Water Observations
Estimated spill travel time to receiving water
Estimated spill travel time from entering a drainage to point of discharge to receiving water Estimated spill volume entering receiving water
Photography for:
x Waterbody bank erosion
x Floating matter
x Water surface sheen (i.e. from oil and grease)
x Discoloration of receiving water
x Impact to receiving water
Receiving Water Quality Sampling
Identify 3 sampling locations
x Point in drainage prior to discharge to receiving water x Point in receiving water at sewage discharge
x Point in receiving water upstream sewage discharge
Sample for ammonia
Sample for appropriate bacterial indicators
Receiving Water Quality Analysis
Sufficiently Sensitive Methods in accordance with 40 Code of Federal Regulations Part 136 Analysis by an accredited laboratory

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2024 Sewer System Management Plan
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Appendix H
Methods for Calculating Spill Volume

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2024 Sewer System Management Plan
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Methods to Determine Spill Volume
Visual Method
A spills less than 50 gallons can be estimated using an “eyeball estimate.” To use this method, imagine the amount of water that would spill from a barrel. A barrel contains just over 50 gallons when full.

If the spill appears to be less the volume of a barrel, it may be designated as a Category 4 Spill provided it did not discharge to surface water.

Measured Volume Method
For a small contained spill, the volume may be measured as the impacted area times the average depth.

Duration and Flow Method
Volume is calculated as flow times duration.

Duration may be derived from data collected for draft and certified spill reports. The Draft Spill Report includes an entry for Estimated Start Time of Spill. The Certified Spill Report in an entry for Spill End Date and Time. The difference between the estimated start and end times of the spill represent the spill duration.

There is no practical method for direct measurement of flow from a spill. Flow may be estimated by visual comparison to the characteristics of known or calculated flows.

Flow Through Vent and Pick Holes
If flow is limited to vent and pick holes in a manhole cover, use the table below to estimate the flow.

Total flow is the sum of the individual flows.

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2024 Sewer System Management Plan
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Hole Diameter Discharge Height
above Cover Flow
(inches) (inches) (gpm)
Circular Vent Hole
½ Щ16 0.23
½ Я 0.33
½ ¼ 0.47
½ ½ 0.66
½ ¾ 0.81
½ 1 0.94
Circular Vent Hole
¾ Щ16 0.51
¾ Я 0.72
¾ ¼ 1.02
¾ ½ 1.44
¾ ¾ 1.77
¾ 1 2.04
Circular Vent Hole
1 Щ16 0.88
1 Я 1.25
1 ¼ 1.77
1 ½ 2.50
1 ¾ 3.06
1 1 3.54
Semi-Circular Pick Hole
1 Щ16 0.44
1 Я 0.63
1 ¼ 0.89
1 ½ 1.25
1 ¾ 1.53
1 1 1.77
1 1 ½ 2.17
1 2 2.51

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2024 Sewer System Management Plan
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Flow Above the Manhole Ring
If flow is escaping via the manhole ring with the manhole cover in place, use the table below to estimate the flow.

Discharge Height above Rim Flow for 24-inch Cover Flow for 36-inch Cover (inches) (gpm) (gpm)
¼ 1 1
½ 3 4
¾ 6 8
1 9 13
1 ¼ 12 18
1 ½ 16 24
1 ¾ 21 31
2 25 37
2 ¼ 31 45
2 ½ 38 55
2 ¾ 45 66
3 54 78
3 ¼ 64 93
3 ½ 75 109
3 ¾ 87 127

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2024 Sewer System Management Plan
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Discharge Height above Rim Flow for 24-inch Cover Flow for 36-inch Cover (inches) (gpm) (gpm)
4 100 147
4 ¼ 115 169
4 ½ 131 192
4 ¾ 148 217
5 166 243
5 ¼ 185 270
5 ½ 204 299
5 ¾ 224 327
6 244 357
6 ¼ 265 387
6 ½ 286 419
6 ¾ 308 451
7 331 483
7 ¼ 354 517
7 ½ 377 551
7 ¾ 401 587
8 426 622
8 ¼ 451 659
8 ½ 478 697
8 ¾ 502 734
9 529 773

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2024 Sewer System Management Plan
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Flow from a Partially Covered Manhole
If flow lifts one side of the manhole cover, use velocity times the cross-sectional area to estimate flow, as follows.

Estimate velocity based on observation.

Observation Velocity
Small Velocity 2 fps or less
Medium Velocity 4 to 5 fps
Large Velocity 7 fps or more
Use the table below to estimate cross-sectional area.

Height of Flow Area for 24-inch Cover Area for 36-inch Cover (inches) (sf) (sf)
½ 0.131 0.195
1 0.262 0.391
1 ½ 0.393 0.586
2 0.524 0.782
2 ½ 0.655 0.977
3 0.786 1.173
3 ½ 0.917 1.368
4 1.048 1.564

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Flow from an Open Manhole
If flow has forced the cover off the manhole, use the table below to estimate the flow.

Height above Manhole Frame Flow for
24-inch Frame
Flow for
36-inch Frame
(inches) (gpm) (gpm)
Я 28 49
¼ 62 111
д 11 187
½ 160 271
з 215 361
¾ 354 458
и 569 556
1 799 660
ϭЯ 1,035 1,035
1 ¼ 1,340 1,486
ϭд 1,660 1,951
1 ½ 1,986 2,424
ϭз 2,395 2,903
1 ¾ 2,799 3,382
ϭи 3,132 3,917
2 3,444 4,458
Pictorial Reference
As a supplemental reference, use the flow rate below for the image that most closely corresponds to field conditions for the spill.

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2024 Sewer System Management Plan
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City of Monterey Park
2024 Sewer System Management Plan
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Appendix I
Los Angeles County Grease Interceptor Standards

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PRETREATMENT GUIDELINES FOR RESTAURANTS AND FOOD SERVICE OPERATIONS Purpose of Fats, Oils and Grease (FOG) Program:

This guideline has been developed to provide uniform direction to restaurants and other food service establishments in areas subject to the Industrial Waste Control program of the County of Los Angeles, Public Works (PW), Environmental Programs Division (EPD) and accomplish the following:
ڹTo facilitate compliance with Los Angeles County Code (LACC), Title 20, Division 2, other laws, regulations, and ordinances
ڹTo protect the public sewer discharge, and
ڹTo obtain optimum operating efficiency of pretreatment systems while minimizing maintenance DEFINITIONS:

The selected definitions below are reproduced for convenience. Those indicated by an asterisk (*) are in addition to those found in LACC, Title 20, Chapter 20.20 Domestic Sewage - “Domestic Sewage” means waterborne wastes derived from ordinary living processes, and of such character as to permit satisfactory disposal, without special treatment, into the public sewer by means of a private sewage disposal system. [LACC §20.20.100] Drainage Fixture Unit*- “Drainage fixture Unit” is a unit of measure, that expresses the hydraulic load imposed by that fixture on the sanitary plumbing installation". A Fixture Unit is not a flow rate unit but a design factor. A Fixture Unit is used in plumbing design for both water supply and wastewater [https://en.wikipedia.org/wiki/Fixture_unit].

Grease Interceptor* - “Grease Interceptor” is a large (750 gallon in capacity or greater) two or more compartments precast concrete plumbing device designed to intercept and prevent fats, oil, and grease from entering the sanitary sewer system.

Grease Trap* - “Grease Trap” means small, multi-baffle, single compartment, 25 -75 gallons total volume plumbing device designed for the removal of fats, oil, and grease, from the sanitary sewer system. Minimum required capacity for a grease trap is 25 gallons per minute flow rate.

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Grease Recovery System* – Grease Recovery System is a grease recovery device/system that is a small single compartment unit with internal mechanisms that separate fats, oils, and grease from drain water flow and automatically removes them from the unit.

Food Service Establishment* – “Food service establishment” means a facility engaged in preparing food for consumption by the public such as a restaurant, bakery, commercial kitchen, caterer, warming kitchens, hotel, school, religious institution, hospital, prison, correctional facility, or care institution.

Fats, Oils, and Greases* – “Fats, Oils, and Greases (FOG)” means nonpetroleum organic polar compounds derived from animal and/or plant sources that contain multiple carbon chain triglyceride molecules. These substances are detectable and measurable using analytical procedure established in the United States Code of Federal Regulations 40 CFR 136, as may be amended from time to time. All are sometimes referred to herein as “grease” or “greases”.

Industrial Waste – “Industrial Waste” means any and all waste substances, liquid or solid, except domestic sewage, and includes among other things radioactive wastes and explosives, noxious or toxic gas when present in the sewer system. [LACC §20.20.150] Industrial Waste Treatment Facility – “Industrial Waste Treatment Facility” means any works or device for the treatment, storage, or control of industrial waste within a site prior to disposal. [LACC §20.20.170]
Interceptor – “Interceptor” means a device designed and installed to separate and retain deleterious, hazardous, or undesirable matter from waste. [LACC §20.20.190] Pretreatment – “Pretreatment” or “treatment” means the reduction of the amount of pollutants, the elimination of pollutants, or the alteration of the nature of pollutants properties in wastewater to a less harmful state prior to or in lieu of discharging or otherwise introducing such pollutants into POTW or other disposal facility. The reduction or alteration can be obtained by physical, chemical, or biological processes or process changes by use of an industrial waste treatment facility or other means, except as prohibited by 40 CFR Section 403.6(d). [LACC §20.20.264]

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ESTABLISHMENTS REQUIRING GREASE INTERCEPTORS:

A pretreatment system/device such as a grease interceptor is required for any new and existing food service establishment or other establishments where FOG from food preparation is introduced/discharged into the sewer system, in quantities that may cause line or public sewer stoppage, interfere with sewage treatment or private sewage disposal.

The following criteria are used by EPD to determine whether a pretreatment system will be required:
1) All food establishments in the City of Lakewood.
2) Establishment is in an area determined by EPD to have potential sewer maintenance problems by excessive grease accumulation, due to a high concentration of food service operations, physical condition of the public sewer system or other factors. Currently identified areas include, but are not limited to, all or portions of the following:
ඵ City of La Verne.
ඵ City of Monterey Park.
ඵ City of Gardena.
ඵ City of West Hollywood.
ඵ City of Cerritos.
ඵ Hacienda Heights/Rowland Heights.
ඵ City of La Puente.
ඵ Marina del Rey.
3) Establishment has a seating capacity of 150 people or more. 4) Establishment discharges to sewer whose grade is less than the minimum grades established by local sewer maintenance agency. The following minimum grades established for those areas where PW is the agency responsible for sewer maintenance.
5) Establishment discharges to a sewer which is less than 8 inches normal diameter.

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6) Establishment discharges to a dead-end sewer or is located near the end of the sewer line with minimal or no upstream flow.
7) Establishment is engaged in food services where a significant portion of product produced is dispensed through delivery, drive-thru, or take out and/or foods served have initial fat content or are prepared using grills, fryers, stir-fry type (wok) ranges, barbecues, or similar devices where grease must be collected for disposal or utensils must be frequently cleaned.

EXEMPT ESTABLISHMENTS:

Food service establishments of all types may be exempted from grease interceptor installation requirements where the point of connection is to a sewer operated and maintained by a public agency other than PW or an Industrial Waste Control Program contract city and the jurisdictional agency does not require grease interceptor installation. Voluntary installations in such situations where the establishment is physically located within Public Work's jurisdiction shall be subject to this guideline.

Businesses whose operations are limited to the sale of beverages only and/or businesses that do not utilize any cooking equipment(s) may be exempt from installing a grease pretreatment device.

Depending on the local jurisdiction ordinances or at the discretion of the County Engineer, such businesses may still be subject to proposing/installing grease pretreatment devices. Even if a food service establishment may be exempt, the site will still be reviewed according to the LACC, Title 20, Division 2 by a County Engineer for consideration and/or approval. If the site is not located in Unincorporated Los Angeles County or one of the Industrial Waste Control Program contracted Cities, then the site will not be reviewed by EPD and must check with the local jurisdiction on the process for whether a grease pretreatment device will need to be installed.

GREASE INTERCEPTOR INSTALLATION REQUIREMENTS:

The proposed grease interceptor(s) shall satisfy the following criteria:

1. Grease interceptor shall be installed in the waste line downstream and as close as practical to fixtures or equipment where grease may be introduced into the drainage or sewer system.

2. Grease interceptor capacity shall be determined by following the California Plumbing Code 2016 Table 1014.3.6*, which are referenced below. Minimum sizing shall not be less than 750 gallons, and no more than 1500 gallons (upper limit for restaurants only), unless otherwise authorized by EPD.

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3. Grease interceptors shall be designed and constructed in accordance with Public Works Standard Plan No.2046-0 or other design specifically approved by EPD. Restaurant grease interceptor shall not include a sampling box, unless otherwise required and/or approved by EPD.

4. There shall be an adequate number of manholes to provide access for cleaning all areas of a grease interceptor, a minimum of two (2) per interceptor. Manhole covers shall be gas tight in construction having a minimum opening dimension of twenty-four (24) inches.

5. In areas where vehicle traffic may exist, the grease interceptor shall be traffic rated by the manufacturer to the loads designated for the installation location and cover.

6. Toilets, urinals, showers, drinking fountains, and other domestic sanitary waste fixtures shall not discharge through the grease interceptor.

7. Any waste generated from fixtures such as ice bins and ice machines, as well as condensate from walk-in coolers, refrigeration, and air conditioning units, need to be discharged to sewer line and not to the grease interceptor line to prevent the premature solidification of greases in sewer lines.

8. Discharges from hot fixtures such as dish washers as well as a temperature more than 140°F need to be discharged to sewer line and not to the grease interceptor line.

9. Unless otherwise approved by EPD, the following facilities/fixtures shall discharge through the grease interceptor: Mop sinks, pot sinks, stir-fry type (wok) range drains, hand sinks and floor sinks in food preparation, cooking, can, cart, and mat wash areas and other grease accumulating fixtures.

10. All wastes shall enter the first compartment of the grease interceptor through the inlet pipe only.

11. Grease interceptor shall be maintained in efficient operating condition by periodic removal of accumulated grease. No such collected grease from the oil bins (for instance) shall be deposited on-site or introduced into any drainage piping, street, gutter, storm drain or public or private sewer.

12. Approval of the location of the indoor pretreatment device by the department of Public Health and Safety is required.

13. Each grease interceptor shall be installed and connected so that it is easily accessible for inspection, cleaning, and removal of accumulated grease, at all times.

14. A grease interceptor shall serve only the establishment where facility was required. Special consideration may be given to multiple businesses establishment connections to a common interceptor where individual installation is not practical and:
a. all tributary establishments are under lease to a common property owner, b. the property owner agrees to be responsible for the interceptor maintenance, c. the interceptor is sized for the combined flow for all establishments served by the facility, and d. the property owner obtains and maintains in full effect an Industrial Waste Disposal Permit for operation of the facility.

15. The introduction of bacteria or similar product(s) into the grease interceptor or sanitary sewer system for the purpose of maintenance shall be subject to prior approval by EPD.

16. Unless specifically required and/or permitted by EPD, no food waste disposal unit (garbage grinder) shall be connected to or discharged into a grease interceptor.

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ALTERNATIVE PRETREATMENT DEVICES:

Alternative Grease Recovery Systems in lieu of a restaurant grease interceptor may be authorized by EPD for establishments subject to the above criteria where one of the following can be demonstrated:

I. Inadequate slope exists or cannot be provided for gravity flow between:
a. the otherwise desirable grease interceptor location and the public sewer or collection lines, and/or
b. plumbing fixtures tributary to grease-laden operations and an acceptable grease interceptor location.

II. Inadequate room exists at the site for installation and/or maintenance of a grease interceptor.

INDUSTRIAL WASTE DISPOSAL PERMIT REQUIRED:

All pretreatment facilities weather required by EPD or installed voluntarily shall be maintained and operated under a valid Industrial Waste Disposal Permit (IWDP) for the operating life of the facility. The IWDP may be subject to conditions and limitations including a scheduled maintenance program for substandard or excessively loaded facilities.

Prior to EPD approving a proposed alternative pretreatment device, the applicant must submit the following for consideration:

I. Written justification.

II. Sizing calculations as outlined under the Formula for Sizing Restaurant Grease Interceptors.

City of Monterey Park
2024 Sewer System Management Plan
I-8

RECOMMENDED PRETREATMENT FACILITIES FOR RESTAURANT AND FOOD PROCESSING OPERATIONS Los Angeles County Standard Grease Interceptor, 2046-0.

The grease interceptor needs to have 750 gallon minimum and 1500 gallon maximum capacity (upper limit applies to restaurants only), unless otherwise authorized by EPD.

City of Monterey Park
2024 Sewer System Management Plan
I-9

City of Monterey Park
2024 Sewer System Management Plan
I-10

ALTERNATIVE SYSTEMS
EPD has organized a list of Acceptable Pretreatment Facilities for Food Service Establishments and Food Processing Operations which is attached for the applicant’s reference. The purpose of this list is to narrow the applicant’s search for alternative systems by detailing previously approved devices which meet the County’s pretreatment standards. Alternative systems not described on the list may be proposed and will be reviewed according to the LACC, Title 20, Division 2 by a County Engineer for consideration and/or approval.

City of Monterey Park
2024 Sewer System Management Plan
J-1

Appendix J
2014 Sewer Master Plan Condition Assessment

City of Monterey Park
2024 Sewer System Management Plan
K-1

Appendix K
Internal Audit Checklist

City of Monterey Park
2024 Sewer System Management Plan
K-2

Chapter 1 SSMP Goals and Introduction
Section
Number Description Yes No Comment

1.1.1 Does the Introduction section provide a general description the local sewer system management program?

1.1.2 Does the Introduction section provide a general description of SSMP implementation?

1.1.3 Does the Introduction section provide a general description of SSMP updates?

1.2 Does the Introduction section include a schedule for:

SSMP updates?
internal audits?
milestones for spill prevention activities?

1.3 Does the Introduction section provide a description of:
location?
service area boundary?
population and community served?
system size?
structures diverting stormwater to sewer system?
data management systems?
sewer system ownership?
estimated number of connections?
service boundary conditions?
Chapter 2 Organization
Section
Number Description Yes No Comment

2.1 Is the name of the legally responsible official provided?

2.2 Are the organizational lines of authority provided?

2.3 Are the positions responsible for SSMP implementation presented with:
position titles?
telephone numbers?
email addresses?

2.4 Is the chain of communication for reporting spills provided? Chapter 3 Legal Authority
Section
Number Description Yes No Comment

3.1 Is the illicit discharges ordinance cited?

3.2 Is the storm sewer agency coordination plan cited? N/A

3.3 Is legal authority to oversee design and construction cited?

3.4 Is legal authority for maintenance, inspecting and repair access cited?

3.5 Is legal authority for enforcement of violations cited?

3.6 Is legal authority for acquisition of easements cited? Chapter 4 Operation and Maintenance Program
Section
Number Description Yes No Comment

4.1.1 Is the Sanitary Sewer System map up to date?

4.1.2 Does the State Board and Regional Board have access to the map?

4.2 Does the operation and maintenance program scheduling system include:
inspection activities?
maintenance activities?
higher-frequency inspection and maintenance of known problem areas? regular visual inspections of manholes?
regular CCTV inspections of sewer pipes?
Is inspection and maintenance data documented?

4.3 Does the operations and maintenance training cover:
requirements of the General Order?
Spill Emergency Response Plan procedures and practice drills? estimation of spill volume for field operators?
electronic CIWQS reporting procedures?

4.4 Is an inventory of sewer system equipment provided?

City of Monterey Park
2024 Sewer System Management Plan
K-3

Chapter 5 Design and Performance Provisions
Section
Number Description Yes No Comment

5.1.1 Are design criteria provided?

5.1.2 Are constructions standards and specifications provided or cited?

5.2 Are procedures and standards for inspection and testing of new infrastructure and equipment provided?
Chapter 6 Spill Emergency Response Plan (SERP)
Section
Number Description Yes No Comment

6.1 Does SERP include procedures to notify first responders, local officials, regulatory agencies, affected entities of a spill?

6.2 Does SERP include procedures for staff training?

6.3 Does SERP include procedures to contain a spill?

6.4 Does SERP include procedures to prevent discharge to drainage?

6.5 Does SERP include procedures to minimize and remediate health

6.6 Does SERP include procedures to remove sewage from drainage system?

6.7 Does SERP include procedures to clean up the spill area?

6.8 Does SERP include procedures to expedite spill containment and

6.9 Does SERP include procedures to coordinate with stormdrain agencies and other utilities?

6.10 Does SERP include procedures for post-spill assessment?

6.11 Does SERP include procedures for spill event documentation and reporting?

6.12 Does SERP include procedures for annual review and assessment of SERP effectiveness?
Chapter 7 Sewer Blockage Control Program (SBCP)
Section
Number Description Yes No Comment

7.1 Does SBCP include a public outreach implementation plan and schedule?

7.2 Does SBCP include procedures for disposal of pipe-blocking substances?

7.3 Is legal authority to prohibit discharges cited?

7.4 Does SBCP identify measures to prevent spills and blockages?

7.5 Does SBCP include:
requirements to install grease removal devices?
design standards for grease removal devices?
maintenance requirements for grease removal devices?
grease removal devices best management practices?
recordkeeping and reporting requirements for grease removal devices?

7.6 Is legal authority to inspect grease producing facilities cited? Is legal authority to enforce the FOG ordinance cited?
Is there sufficient staffing to inspect grease producing facilities and enforce the FOG ordinance?

7.7 Does SBCP include:
identification of known areas subject to blockage?
a schedule for cleaning these areas?

7.7 Does SBCP include source control measures for these areas?

City of Monterey Park
2024 Sewer System Management Plan
K-4

Chapter 8 System Evaluation, Capacity Assurance and Capital Improvements Section
Number Description Yes No Comment

8.1 Does SECAP include:

8.1.1 evaluation and cycle for sewer system assets?

8.1.2 assessment prioritization?

8.1.3 procedures for visual inspection of manholes?

8.1.4 procedures for CCTV inspection of pipes?

8.1.5 procedures for documentation recordkeeping?

8.1.6 impacts of climate change?

8.2 Does SECAP include:

8.2.1 Hydraulic Capacity Requirements?

8.2.2 Hydraulic Capacity Assessment?

8.3 Does SECAP prioritize corrective action?

8.4 Does CIP include:

8.4.1 implementation schedule?

8.4.2 project funding sources?

8.4.3 project coordination?
Chapter 9 Monitoring, Measurement and Program Modifications Section
Number Description Yes No Comment

9.1 Does the SSMP include methods to maintain relevant information?

9.2 Does the SSMP include methods for monitoring and measuring the effectiveness of each plan element?

9.3 Does the SSMP include methods for assessing the effectiveness of preventative maintenance?

9.4 Does the SSMP include methods for updating procedures and activities?

9.5 Does the SSMP include methods for identifying and illustrating spill Chapter 10 Internal Audits
Section
Number Description Yes No Comment
10 Does the SSMP include internal audit procedures including:

10.1 Application of Internal Audit Checklist

10.2 Sewer System Operator Involvement

10.3 Effectiveness in Preventing Spills

10.4 Compliance with the General Order

10.5 Deficiencies in Addressing Ongoing Spills and Discharges

10.6 Modifications to Correct Deficiencies

10.7 Submittal to CIWQS
Chapter 11 Communication Program
Section
Number Description Yes No Comment

11.1 Does the communication program include public outreach procedures for:

11.1.1 Notice of spills and discharges

11.1.2 Input on SSMP development and implementation

11.2 Does the communication program include stakeholder outreach procedures for system operation, maintenance, and capital improvement activities

City of Monterey Park
2024 Sewer System Management Plan
L-1

Appendix L
Internal Checklist Application

City of Monterey Park
2024 Sewer System Management Plan
L-2

Chapter 1 SSMP Goals and Introduction
Section
Number Description Yes No Comment

1.1.1 Does the Introduction section provide a general description the local sewer system management program? x

1.1.2 Does the Introduction section provide a general description of SSMP implementation? x

1.1.3 Does the Introduction section provide a general description of SSMP updates? x

1.2 Does the Introduction section include a schedule for:

SSMP updates? x
internal audits? x
milestones for spill prevention activities? x

1.3 Does the Introduction section provide a description of:
location? x
service area boundary? x
population and community served? x
system size? x
structures diverting stormwater to sewer system? x
data management systems? x
sewer system ownership? x
estimated number of connections? x
service boundary conditions? x
Chapter 2 Organization
Section
Number Description Yes No Comment

2.1 Is the name of the legally responsible official provided? x

2.2 Are the organizational lines of authority provided? x

2.3 Are the positions responsible for SSMP implementation presented with:
position titles? x City to provide upon request
telephone numbers? x City to provide upon request
email addresses? x City to provide upon request

2.4 Is the chain of communication for reporting spills provided? x Chapter 3 Legal Authority
Section
Number Description Yes No Comment

3.1 Is the illicit discharges ordinance cited? x

3.2 Is the storm sewer agency coordination plan cited? N/A

3.3 Is legal authority to oversee design and construction cited? x

3.4 Is legal authority for maintenance, inspecting and repair access cited? x

3.5 Is legal authority for enforcement of violations cited? x

3.6 Is legal authority for acquisition of easements cited? x Chapter 4 Operation and Maintenance Program
Section
Number Description Yes No Comment

4.1.1 Is the Sanitary Sewer System map up to date? x

4.1.2 Does the State Board and Regional Board have access to the map? x To be updated by deadline

4.2 Does the operation and maintenance program scheduling system include:
inspection activities? x
maintenance activities? x
higher-frequency inspection and maintenance of known problem areas? x regular visual inspections of manholes? x
regular CCTV inspections of sewer pipes? x
Is inspection and maintenance data documented? x

4.3 Does the operations and maintenance training cover:
requirements of the General Order? x
Spill Emergency Response Plan procedures and practice drills? x estimation of spill volume for field operators? x
electronic CIWQS reporting procedures? x

4.4 Is an inventory of sewer system equipment provided? x

City of Monterey Park
2024 Sewer System Management Plan
L-3

Chapter 5 Design and Performance Provisions
Section
Number Description Yes No Comment

5.1.1 Are design criteria provided? x

5.1.2 Are constructions standards and specifications provided or cited? x

5.2 Are procedures and standards for inspection and testing of new infrastructure and equipment provided? x
Chapter 6 Spill Emergency Response Plan (SERP)
Section
Number Description Yes No Comment

6.1 Does SERP include procedures to notify first responders, local officials, regulatory agencies, affected entities of a spill? x

6.2 Does SERP include procedures for staff training? x Train First Responders

6.3 Does SERP include procedures to contain a spill? x

6.4 Does SERP include procedures to prevent discharge to drainage? x Equip First Responder with Basic
Spill Response Equipment

6.5 Does SERP include procedures to minimize and remediate health x

6.6 Does SERP include procedures to remove sewage from drainage system? x

6.7 Does SERP include procedures to clean up the spill area? x

6.8 Does SERP include procedures to expedite spill containment and x

6.9 Does SERP include procedures to coordinate with stormdrain agencies and other utilities? x

6.10 Does SERP include procedures for post-spill assessment? x

6.11 Does SERP include procedures for spill event documentation and reporting? x

6.12 Does SERP include procedures for annual review and assessment of SERP effectiveness? x
Chapter 7 Sewer Blockage Control Program (SBCP)
Section
Number Description Yes No Comment

7.1 Does SBCP include a public outreach implementation plan and schedule? x

7.2 Does SBCP include procedures for disposal of pipe-blocking substances? x Update FOG Inspection Procedures

7.3 Is legal authority to prohibit discharges cited? x

7.4 Does SBCP identify measures to prevent spills and blockages? x

7.5 Does SBCP include:
requirements to install grease removal devices? x
design standards for grease removal devices? x Complete Draft Standards maintenance requirements for grease removal devices? x Update Building Plan Check grease removal devices best management practices? x
Update Evaluation Procedures for
New Restaurants
recordkeeping and reporting requirements for grease removal devices? x

7.6 Is legal authority to inspect grease producing facilities cited? x Is legal authority to enforce the FOG ordinance cited? x Is there sufficient staffing to inspect grease producing facilities and enforce the FOG ordinance? x

7.7 Does SBCP include:
identification of known areas subject to blockage? x
a schedule for cleaning these areas? x

7.7 Does SBCP include source control measures for these areas? x

City of Monterey Park
2024 Sewer System Management Plan
L-4

Chapter 8 System Evaluation, Capacity Assurance and Capital Improvements Section
Number Description Yes No Comment

8.1 Does SECAP include:

8.1.1 evaluation and cycle for sewer system assets? x Update Sewer Master Plan

8.1.2 assessment prioritization? x

8.1.3 procedures for visual inspection of manholes? x

8.1.4 procedures for CCTV inspection of pipes? x

8.1.5 procedures for documentation recordkeeping? x

8.1.6 impacts of climate change? x

8.2 Does SECAP include:

8.2.1 Hydraulic Capacity Requirements? x

8.2.2 Hydraulic Capacity Assessment? x U pdate Sewer Master Plan

8.3 Does SECAP prioritize corrective action? x

8.4 Does CIP include:

8.4.1 implementation schedule? x

8.4.2 project funding sources? x

8.4.3 project coordination? x
Chapter 9 Monitoring, Measurement and Program Modifications Section
Number Description Yes No Comment

9.1 Does the SSMP include methods to maintain relevant information? x

9.2 Does the SSMP include methods for monitoring and measuring the effectiveness of each plan element? x

9.3 Does the SSMP include methods for assessing the effectiveness of preventative maintenance? x

9.4 Does the SSMP include methods for updating procedures and activities? x

9.5 Does the SSMP include methods for identifying and illustrating spill x Chapter 10 Internal Audits
Section
Number Description Yes No Comment
10 Does the SSMP include internal audit procedures including:

10.1 Application of Internal Audit Checklist x

10.2 Sewer System Operator Involvement x

10.3 Effectiveness in Preventing Spills x

10.4 Compliance with the General Order x

10.5 Deficiencies in Addressing Ongoing Spills and Discharges x

10.6 Modifications to Correct Deficiencies x

10.7 Submittal to CIWQS x
Chapter 11 Communication Program
Section
Number Description Yes No Comment

11.1 Does the communication program include public outreach procedures for:

11.1.1 Notice of spills and discharges x
Verify Contact Information for
Potentially Impacted Entities

11.1.2 Input on SSMP development and implementation x

11.2 Does the communication program include stakeholder outreach procedures for system operation, maintenance, and capital improvement activities x

City of Monterey Park
2024 Sewer System Management Plan
M-1

Appendix M
Spill Emergency Response Plan Training

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o hƐĞƚŚĞŽŵďŝŶĂƚŝŽŶdƌƵĐŬƚŽƌĞŵŽǀĞƐĞǁĂŐĞƚŽƉƌĞǀĞŶƚŝƚĨƌŽŵĞŶƚĞƌŝŶŐƚŚĞƐƚŽƌŵǁĂƚĞƌĐĂƚĐŚďĂƐŝŶŽƌĐŽŶƐƚƌƵĐƚĂĚĂŵ ƚŽƉƌĞǀĞŶƚŝƚĨƌŽŵĞŶƚĞƌŝŶŐƚŚĞƐƚŽƌŵǁĂƚĞƌĚƌĂŝŶĂŐĞƐLJƐƚĞŵ o ^ĞƚƵƉĂƚƌĂƐŚƉƵŵƉĂƚƚŚĞŵĂŶŚŽůĞƵƉƐƚƌĞĂŵĨƌŽŵƚŚĞďůŽĐŬĂŐĞĂŶĚƌƵŶĂŚŽƐĞƚŽƚŚĞŵĂŶŚŽůĞĚŽǁŶƐƚƌĞĂŵĨƌŽŵƚŚĞ ďůŽĐŬĂŐĞƚŽƉƌĞǀĞŶƚĂƐƉŝůů͘
o /ĨŝƚŝƐĂůƌĞĂĚLJĞŶƚĞƌŝŶŐĂƐƚŽƌŵǁĂƚĞƌĐĂƚĐŚďĂƐŝŶ͘
o KŶĐĞƚŚĞƚƌĂƐŚƉƵŵƉŚĂƐďĞĞŶƐĞƚƵƉ͕ƵƐĞƚŚĞŽŵďŝŶĂƚŝŽŶdƌƵĐŬƚŽĞůŝŵŝŶĂƚĞƚŚĞďůŽĐŬĂŐĞ͘  /ĨƚŚĞďůŽĐŬĂŐĞŝƐŽŶƉƌŝǀĂƚĞƉƌŽƉĞƌƚLJ͕ŝŶĨŽƌŵƚŚĞƌĞƐŝĚĞŶƚŽƌƉƌŽƉĞƌƚLJŽǁŶĞƌ ͘  /ĨƚŚĞďůŽĐŬĂŐĞŝƐŽŶƚŚĞƉƌŝǀĂƚĞƉƌŽƉĞƌƚLJŽĨĂƌĞƐƚĂƵƌĂŶƚ͕ƐƵĐŚĂƐĂŐƌĞĂƐĞŝŶƚĞƌĐĞƉƚŽƌ͕ĐĂůůŽĚĞ ŶĨŽƌĐĞŵĞŶƚƚŽƐŚƵƚĚŽǁŶĂůů
ǁĂƚĞƌƵƐĂŐĞ͘
 /ĨƚŚĞƌĞŝƐĂŶLJĚĂŵĂŐĞƚŽƉƌŝǀĂƚĞƉƌŽƉĞƌƚLJ;ƐƵĐŚĂƐĂƌĞůĞĂƐĞŝŶƚŽĂƌĞƐŝĚĞŶĐĞͿĐĂůůƚŚĞ^ĂŶŝƚĂƚŝŽŶ^ƵƉĞƌǀŝƐŽƌĂŶĚƚŚĞDĂŝŶƚĞŶĂŶĐĞ DĂŶĂŐĞƌŝŵŵĞĚŝĂƚĞůLJ͘ŽĐƵŵĞŶƚƚŚĞŝŶĐŝĚĞŶƚŽŶƚŚĞƌĂĨƚ^ƉŝůůZĞƉŽƌƚĂŶĚƚĂŬĞƉŝĐƚƵƌĞƐŽĨƚŚĞĚĂŵĂŐĞ͕ŝĨƉŽƐƐŝďůĞ͘

CAROLLO / 12
XSGDWHIRRWHUSSW[XSGDWHIRRWHUSSW[
6SLOO(PHUJHQF\5HVSRQVH3ODQ3URFHGXUHV
‡6HZDJH5HPRYDOIURP6WRUPGUDLQ
ϭ͘ WĂƌŬƚŚĞƚƌƵĐŬĂƐĐůŽƐĞƚŽƚŚĞƐƚŽƌŵĚƌĂŝŶĂƐƉŽƐƐŝďůĞ͘ Ϯ͘ ůĞĂƌƚŚĞƐŝƚĞŽĨƉĞŽƉůĞĂŶĚŽďƐƚĂĐůĞƐĂŶĚŝŶƐƉĞĐƚĨŽƌĂŶLJŚĂnjĂƌĚƐƚŚĂƚĐŽƵůĚ ŽďƐƚƌƵĐƚŽƉĞƌĂƚŝŽŶƐ͘
ϯ͘ ^ĞĐƵƌĞƚŚĞƚƌƵĐŬŝŶŝƚƐƉĂƌŬĞĚƉŽƐŝƚŝŽŶƵƐŝŶŐǁŚĞĞůĐŚŽĐŬƐŽƌĂŶŽƚŚĞƌƐƚĂďŝůŝnjŝŶŐ ŵĞƚŚŽĚ͘
ϰ͘ ŽŶŶĞĐƚƚŚĞǀĂĐƵƵŵŚŽƐĞƚŽƚŚĞƚĂŶŬĂŶĚůĂLJŝƚŽƵƚƵŶƚŝůŝƚƌĞĂĐŚĞƐƚŚĞƐƉŝůů͘/ŶƐƉĞĐƚ ƚŚĞŚŽƐĞƚŽŵĂŬĞƐƵƌĞŝƚ͛ƐŝŶŐŽŽĚĐŽŶĚŝƚŝŽŶĂŶĚƚŚĂƚŝƚƐĐŽŶŶĞĐƚŝŽŶƐǁŝůůůŽĐŬ ƉƌŽƉĞƌůLJ͘
ϱ͘ /ĨŶĞĐĞƐƐĂƌLJ͕ƵŶĐŽǀĞƌƚŚĞƐƚŽƌŵĚƌĂŝŶďLJƌĞŵŽǀŝŶŐĂŶLJĂĐĐĞƐƐĐŽǀĞƌƐ͘ ϲ͘ dƵƌŶŽŶƚŚĞƉƵŵƉĞŶŐŝŶĞ͘
ϳ͘ /ŶĐƌĞĂƐĞƚŚĞǀĂĐƵƵŵΖƐƐƵĐƚŝŽŶůĞǀĞůďLJŬĞĞƉŝŶŐŝƚƐǀĂůǀĞĐůŽƐĞĚ͕ůŽǁĞƌƚŚĞƐƵĐƚŝŽŶ ĞŶĚŝŶƚŽƚŚĞĂƌĞĂƚŽďĞĞŵƉƚŝĞĚ͕ƚŚĞŶŽƉĞŶƚŚĞǀĂůǀĞŽŶĐĞŝƚΖƐƌĞĂĐŚĞĚŽƉƚŝŵĂů ƐƵĐƚŝŽŶůĞǀĞůƐ͘
ϴ͘ KĐĐĂƐŝŽŶĂůůLJĐůŽƐŝŶŐƚŚĞǀĂůǀĞƚŚƌŽƵŐŚŽƵƚƚŚĞƉƌŽĐĞƐƐĐĂŶŚĞůƉƌĞďƵŝůĚƚŚĞǀĂĐƵƵŵ͛Ɛ ƐƵĐƚŝŽŶƐƚƌĞŶŐƚŚ͘
ϵ͘ zŽƵĐĂŶƐŝŵƵůƚĂŶĞŽƵƐůLJǁĂƚĞƌƚŚĞĂƌĞĂĂŶĚǀĂĐƵƵŵƚŚĞƐƉŝůůƚŽĞĨĨŝĐŝĞŶƚůLJƌĞŵŽǀĞ ǁĂƐƚĞĨƌŽŵƚŚĞƐƉŽƚLJŽƵŶĞĞĚƚŽĐůĞĂŶ͘
ϭϬ͘ ĨƚĞƌLJŽƵ͛ǀĞĨŝŶŝƐŚĞĚƵƐŝŶŐƚŚĞǀĂĐƵƵŵƚƌƵĐŬ͕ƐĞĐƵƌĞƚŚĞƚĂŶŬůŝĚĂŶĚĐĂƌĞĨƵůůLJƉĂĐŬ ĂǁĂLJƚŚĞŚŽƐĞƐ͘

CAROLLO / 13
XSGDWHIRRWHUSSW[XSGDWHIRRWHUSSW[
6SLOO(PHUJHQF\5HVSRQVH3ODQ3URFHGXUHV
‡6SLOO$UHD&OHDQ8S
 ŽŶƚĂŝŶŵĞŶƚ͗
o WůĂĐŝŶŐǀŝŶLJůƐŚĞĞƚ͕ǀŝŶLJůůŝŶĞƌŵĂƚĞƌŝĂů͕ŽƌŽƚŚĞƌŝŵƉĞƌǀŝŽƵƐŵĂƚƐŽǀĞƌƐƚŽƌŵĚƌĂŝŶŝŶůĞƚƐ o ƌĞĂƚŝŶŐďĂƌƌŝĞƌƐĂƌŽƵŶĚŝŶůĞƚƐ
o ƌĞĂƚŝŶŐĚŝǀĞƌƐŝŽŶƐŽƌƐǁĂůĞƐĂǁĂLJĨƌŽŵŝŶůĞƚƐ͘
o ĞƉůŽLJŝŶŐĂďƐŽƌďĞŶƚŵƐŽƌƉĂĚƐŽƌŽƚŚĞƌƐƉŝůůĐŽŶƚƌŽůŵĞĂŶƐƚŽƉƌĞǀĞŶƚƐƉŝůůƐĨƌŽŵĞŶƚĞƌŝŶŐƐƚŽƌŵ ƐLJƐƚĞŵƐ͘
 ^ŵĂůůƐƉŝůůƐ͗
o hƐĞĂƌĂŐ͕ĚĂŵƉĐůŽƚŚŽƌĂďƐŽƌďĞŶƚŵĂƚĞƌŝĂůƐĨŽƌŐĞŶĞƌĂůĐůĞĂŶƵƉŽĨůŝƋƵŝĚƐ o hƐĞďƌŽŽŵƐŽƌƐŚŽǀĞůƐĨŽƌƚŚĞŐĞŶĞƌĂůĐůĞĂŶƵƉŽĨĚƌLJŵĂƚĞƌŝĂůƐ o /ĨǁĂƚĞƌŝƐƵƐĞĚ͕ŝƚŵƵƐƚďĞĐŽůůĞĐƚĞĚĂŶĚƉƌŽƉĞƌůLJĚŝƐƉŽƐĞĚŽĨ o ŝƐƉŽƐĞŽĨĂŶLJǁĂƐƚĞŵĂƚĞƌŝĂůƐƉƌŽƉĞƌůLJ
o ŝƐƉŽƐĞŽĨĂŶLJĞƋƵŝƉŵĞŶƚƵƐĞĚƚŽĐůĞĂŶͲƵƉƚŚĞƐƉŝůůƉƌŽƉĞƌůLJ  >ĂƌŐĞƐƉŝůůƐ͗
o hƐĞĂďƐŽƌďĞŶƚŵĂƚĞƌŝĂůƐĨŽƌŐĞŶĞƌĂůĐůĞĂŶƵƉŽĨůŝƋƵŝĚƐ o hƐĞďƌŽŽŵƐ͕ƐŚŽǀĞůƐŽƌďĂĐŬŚŽĞĨŽƌƚŚĞŐĞŶĞƌĂůĐůĞĂŶƵƉŽĨĚƌLJŵĂƚĞƌŝĂůƐ o /ĨǁĂƚĞƌŝƐƵƐĞĚ͕ŝƚŵƵƐƚďĞĐŽůůĞĐƚĞĚĂŶĚƉƌŽƉĞƌůLJĚŝƐƉŽƐĞĚŽĨ o ŝƐƉŽƐĞŽĨĂŶLJǁĂƐƚĞŵĂƚĞƌŝĂůƐƉƌŽƉĞƌůLJ
o ŝƐƉŽƐĞŽĨĂŶLJĞƋƵŝƉŵĞŶƚƵƐĞĚƚŽĐůĞĂŶͲƵƉƚŚĞƐƉŝůůƉƌŽƉĞƌůLJ

 6SLOO5HVSRQVH)ORZ&KDUW

CAROLLO / 15
XSGDWHIRRWHUSSW[XSGDWHIRRWHUSSW[
6SLOO5HVSRQVH)ORZ&KDUW
^ƚĞƉϭ͗ĞƚĞƌŵŝŶĞ^ƉŝůůĂƚĞŐŽƌLJ
^ƚĞƉϮ͗EŽƚŝĨLJƉƉƌŽƉƌŝĂƚĞŐĞŶĐŝĞƐĂŶĚ/ŵƉĂĐƚĞĚ^ƚĂŬĞŚŽůĚĞƌƐ ^ƚĞƉϯ͗DŽŶŝƚŽƌůĞĂŶƵƉ
^ƚĞƉϰ͗ZĞƉŽƌƚƚŽƚŚĞ^ƚĂƚĞ

CAROLLO / 16
XSGDWHIRRWHUSSW[XSGDWHIRRWHUSSW[
6SLOO5HVSRQVH)ORZ&KDUW
^ƚĞƉϭ͗ĞƚĞƌŵŝŶĞ^ƉŝůůĂƚĞŐŽƌLJ

CAROLLO / 17
XSGDWHIRRWHUSSW[XSGDWHIRRWHUSSW[
6SLOO5HVSRQVH)ORZ&KDUW
^ƚĞƉϮ͗EŽƚŝĨLJƉƉƌŽƉƌŝĂƚĞŐĞŶĐŝĞƐĂŶĚ/ŵƉĂĐƚĞĚ^ƚĂŬĞŚŽůĚĞƌƐ

CAROLLO / 18
XSGDWHIRRWHUSSW[XSGDWHIRRWHUSSW[
6SLOO5HVSRQVH)ORZ&KDUW
^ƚĞƉϯ͗DŽŶŝƚŽƌůĞĂŶƵƉ

CAROLLO / 19
XSGDWHIRRWHUSSW[
XSGDWHIRRWHUSSW[

6SLOO5HVSRQVH)ORZ&KDUW
^ƚĞƉϰ͗ZĞƉŽƌƚƚŽƚŚĞ^ƚĂƚĞ

 'HWHUPLQH6SLOO&DWHJRU\

CAROLLO / 21
XSGDWHIRRWHUSSW[XSGDWHIRRWHUSSW[
6SLOO&DWHJRULHV
‡ ĂƚĞŐŽƌLJϭ
«dŚĞƌĞĂƌĞƚǁŽƉŽƐƐŝďůĞĐŽŶĚŝƚŝŽŶƐĨŽƌĂĂƚĞŐŽƌLJϭ^Ɖŝůů͗ î ĚŝƐĐŚĂƌŐĞƚŽƐƵƌĨĂĐĞǁĂƚĞƌ ͘
î ĚŝƐĐŚĂƌŐĞƚŽĂĚƌĂŝŶĂŐĞĐŽŶǀĞLJĂŶĐĞƚŚĂƚĚŝƐĐŚĂƌŐĞƐƚŽƐƵƌĨĂĐĞǁĂƚĞƌ͕ƵŶůĞƐƐĨƵůůLJĐĂƉƚƵƌĞĚĂŶĚ ĚŝƐƉŽƐĞĚŽĨ͘
‡ ĂƚĞŐŽƌLJϮ
«ĂƚĞŐŽƌLJϮ^ƉŝůůŝƐĂƐƉŝůůŽĨϭ͕ϬϬϬŐĂůůŽŶƐŽƌŐƌĞĂƚĞƌƚŚĂƚĚŽĞƐŶŽƚĚŝƐĐŚĂƌŐĞƚŽƐƵƌĨĂĐĞ ǁĂƚĞƌ͘
‡ ĂƚĞŐŽƌLJϯ
«ĂƚĞŐŽƌLJϯ^ƉŝůůŝƐĂƐƉŝůůŐƌĞĂƚĞƌƚŚĂŶŽƌĞƋƵĂůƚŽϱϬŐĂůůŽŶƐĂŶĚůĞƐƐƚŚĂŶϭ͕ϬϬϬ ŐĂůůŽŶƐ͕ƚŚĂƚĚŽĞƐŶŽƚĚŝƐĐŚĂƌŐĞƚŽƐƵƌĨĂĐĞǁĂƚĞƌ ͘
‡ ĂƚĞŐŽƌLJϰ
«ĂƚĞŐŽƌLJϰ^ƉŝůůŝƐĂƐƉŝůůůĞƐƐƚŚĂŶϱϬŐĂůůŽŶƐ͕ƚŚĂƚĚŽĞƐŶŽƚĚŝƐĐŚĂƌŐĞƚŽƐƵƌĨĂĐĞǁĂƚĞƌ ͘ ‡ ^ƉŝůůƐĨƌŽŵŝƚLJͲŽǁŶĞĚĂŶĚͬŽƌŽƉĞƌĂƚĞĚůĂƚĞƌĂůƐ

CAROLLO / 22
XSGDWHIRRWHUSSW[XSGDWHIRRWHUSSW[
6SLOO&DWHJRULHV
‡,ŽǁƚŽĞƚĞƌŵŝŶĞƚŚĞ^ƉŝůůĂƚĞŐŽƌLJ
«ŝƐĐŚĂƌŐĞƚŽƐƵƌĨĂĐĞǁĂƚĞƌŽƌƚŽĂƐƚŽƌŵ
ĚƌĂŝŶƚŚĂƚĚŝƐĐŚĂƌŐĞƐƚŽƐƵƌĨĂĐĞǁĂƚĞƌ
«DĞƚŚŽĚƐƚŽĂůĐƵůĂƚĞsŽůƵŵĞ
îsŝƐƵĂůDĞƚŚŽĚ
îDĞĂƐƵƌĞĚsŽůƵŵĞDĞƚŚŽĚƐ
îƵƌĂƚŝŽŶĂŶĚ&ůŽǁDĞƚŚŽĚ

CAROLLO / 23
XSGDWHIRRWHUSSW[XSGDWHIRRWHUSSW[
6SLOO&DWHJRULHV
‡sŝƐƵĂůDĞƚŚŽĚ
ƐƉŝůůƐůĞƐƐƚŚĂŶϱϬŐĂůůŽŶƐĐĂŶďĞĞƐƚŝŵĂƚĞĚ
ƵƐŝŶŐĂŶ͞ĞLJĞďĂůůĞƐƚŝŵĂƚĞ͘͟
dŽƵƐĞƚŚŝƐŵĞƚŚŽĚ͕ŝŵĂŐŝŶĞƚŚĞĂŵŽƵŶƚŽĨ
ǁĂƚĞƌƚŚĂƚǁŽƵůĚƐƉŝůůĨƌŽŵĂďĂƌƌĞů͘ ďĂƌƌĞů
ĐŽŶƚĂŝŶƐũƵƐƚŽǀĞƌϱϬŐĂůůŽŶƐǁŚĞŶĨƵůů͘
/ĨƚŚĞƐƉŝůůĂƉƉĞĂƌƐƚŽďĞůĞƐƐƚŚĞǀŽůƵŵĞŽĨĂ
ďĂƌƌĞů͕ŝƚŵĂLJďĞĚĞƐŝŐŶĂƚĞĚĂƐĂĂƚĞŐŽƌLJϰ
^ƉŝůůƉƌŽǀŝĚĞĚŝƚĚŝĚŶŽƚĚŝƐĐŚĂƌŐĞƚŽƐƵƌĨĂĐĞ
ǁĂƚĞƌ͘
>ŝǀĞĞŵŽŶƐƚƌĂƚŝŽŶ

CAROLLO / 24
XSGDWHIRRWHUSSW[XSGDWHIRRWHUSSW[
6SLOO&DWHJRULHV
‡DĞĂƐƵƌĞĚsŽůƵŵĞ
&ŽƌĂƐŵĂůůĐŽŶƚĂŝŶĞĚƐƉŝůů͕
ƚŚĞǀŽůƵŵĞŵĂLJďĞ
ŵĞĂƐƵƌĞĚĂƐƚŚĞŝŵƉĂĐƚĞĚ
ĂƌĞĂƚŝŵĞƐƚŚĞĂǀĞƌĂŐĞ
ĚĞƉƚŚ͘
‡ƌĞĂ
ƉƉƌŽdžŝŵĂƚĞůLJϲϬƐƋƵĂƌĞĨĞĞƚ
‡ĞƉƚŚ
ϭͬϴŝŶĐŚ
ൌଶ ͳ
ͺȉͳ ʹݐ݂ݏ݊݋݈݈ܽ݃
ଷݏ݊݋݈݈ܽ݃
‡ĂƚĞŐŽƌLJϰ

CAROLLO / 25
XSGDWHIRRWHUSSW[XSGDWHIRRWHUSSW[
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RESOLUTION NO.

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MONTEREY

PARK, CALIFORNIA, DECLARING AND RECOGNIZING THE MONTH
OF MAY 2024 AS MENTAL HEALTH AWARENESS MONTH
BE IT RESOLVED by the Council of the City of Monterey Park as follows:

SECTION 1: The City Council finds as follows:

A. Mental health is a state of mental well-being that enables individuals to cope with the stresses of life, realize their abilities, learn well and work well, and contribute to their community. Mental health is an essential part of one’s well-being, impacting individuals, families, and communities across the nation.

B. Initiated by Mental Health America in 1949, May has been recognized as Mental Health Awareness Month and provides an opportunity to raise awareness and educate the public about mental health and reduce the stigma surrounding mental illness.

C. One in five American adults experiences a mental health condition each year and everyone faces challenges in life that can impact their mental health. Mental health remains shrouded in stigma despite its prevalence, preventing many from seeking help, and early intervention and access to quality care are crucial for managing mental health conditions and improving our overall quality of life.

D. Designated by its founding organization (Mental Health America), the 2024 theme of Mental Health Awareness Month, is “Where to Start: Mental Health in a Changing World.” Although society is getting more comfortable with discussing mental health, it is important to know where to start seeking help when pressures from work, school, relationships, and societal factors (e.g., politics, climate change, and the economy) begin to impact our daily lives.

E. The Monterey Park City Council encourages all residents to: educate themselves and others about mental health conditions, treatment options, and available resources; seek help if they are struggling with their mental health and encourage others to do the same; challenge stigma by speaking respectfully and inclusively about mental health; and create safe and supportive environments for open conversations about mental health.

F. Learning, acting on, and advocating for everyone’s mental health will help foster a community where everyone feels empowered to prioritize their mental well-being and seek help when needed. The Monterey Park City Council hereby proclaims the month of May 2024 as Mental Health Awareness Month to increase public understanding of the importance of mental illness and to promote early identification and treatment.

May 1, 2024
City Communications - 6A

SECTION 2: Electronic Signatures. This Resolution may be executed with electronic signatures in accordance with Government Code §16.5. Such electronic signatures will be treated in all respects as having the same effect as an original signature.

SECTION 3: Recordation. The Mayor, or presiding officer, is authorized to sign this Resolution, signifying its adoption by the City Council of the City of Monterey Park, and the City Clerk, or her duly appointed deputy, may attest thereto.

SECTION 4: Effective Date. This Resolution will become effective immediately upon adoption and will remain effective unless repealed or superseded.

PASSED AND ADOPTED this 1st day of May 2024.

________________________________
Thomas Wong, Mayor
Attest:

__________________________
Maychelle Yee, City Clerk

RESOLUTION NO.

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MONTEREY

PARK, CALIFORNIA, DECLARING AND RECOGNIZING THE MONTH
OF MAY 2024 AS ASIAN AMERICAN, NATIVE HAWAIIAN, AND

PACIFIC ISLANDER HERITAGE MONTH
BE IT RESOLVED by the Council of the City of Monterey Park as follows:

SECTION 1: The City Council finds as follows:

A. Asian Americans, Native Hawaiians, and Pacific Islanders (AANHPI) strengthen our economy as entrepreneurs, business owners, and employees who initiate and expand opportunities for their families, communities, and country. Their languages, art, cuisine, and other cultural elements have enriched the American experience. Many have fearlessly responded to the call of duty to defend our freedom as members of our Armed Forces.

B. Approximately 21 million residents of the United States identify themselves as Asian and approximately one million residents of the United States identify themselves as Native Hawaiian or other Pacific Islander, totaling about 6.6% of the entire United States population.

C. In 1977, Congress introduced a House resolution to proclaim the first ten days of May as Asian/Pacific American Heritage Week, a celebration of Asians and Pacific Islanders in the United States. In October 1978, President Jimmy Carter signed into law a joint resolution that the President should proclaim a week, which included the seventh and tenth of the month, during the first ten days in May of 1979 as Asian/Pacific American Heritage Week.

D. During the next decade, U.S. Presidents passed annual proclamations for Asian/Pacific American Heritage Week until 1990 when Congress voted to expand the celebratory week to a month-long celebration. In May 1992, the month of May was permanently designated as Asian/Pacific American Heritage Month, and on April 30, 2021, President Joseph R. Biden officially signed Proclamation 10189, now recognizing the month of May as AANHPI Heritage Month.

E. AANHPI Heritage Month is celebrated in May to commemorate two key milestones: the arrival of the nation’s first Japanese immigrants (May 7, 1843) and Chinese workers’ pivotal role in building the transcontinental railroad (completed May 10, 1869).

F. The Federal Asian Pacific American Council (FAPAC) has announced that the 2024 theme for AANHPI Heritage Month is “Advancing Leaders Through May 1, 2024
City Communications - 6B

Innovation” which pays homage to the visionaries and trailblazers who have shaped the history of AANHPI and continue to influence their collective future.

G. Innovation, resilience, and a pioneering spirit are cornerstones of American leadership and numerous AANHPI leaders have made lasting contributions to our Nation’s economic prosperity, technological advancements, and social/political change through their ingenuity and creativity while navigating significant cultural and systemic barriers.

H. Understanding history is essential for celebrating AANHPI Heritage Month. The AANHPI community has endured and overcome hardship and heartache. In the earliest years, tens of thousands of Gold Rush pioneers, coal miners, transcontinental railroad builders, and farm and orchard laborers were subject to unjust working conditions, prejudice, and discrimination, yet they excelled.

I. Even in the darkness of the Exclusion Act and Japanese Internment, Asian Americans, Native Hawaiians, and Pacific Islanders have persevered, providing for their families and creating opportunities for their children. We acknowledge these Americans for their contributions to government, industry and commerce, agriculture, science, literature, and the arts.

J. California is one of the states with the most prominent AANHPI populations.

We acknowledge the historical and cultural contributions of the AANHPI community in the development of the State of California and our nation.

K. The diversity of these groups includes Asian Indian, Bengali, Burmese, Cambodian, Chinese, Filipino, Guamanian, Hawaiian, Hmong, Indonesian, Japanese, Korean, Lao, Malayan, Okinawan, Pakistani, Samoan, Thai, Vietnamese, and others.

L. The City of Monterey Park is well-known for its vibrant AANHPI community.

More than 65.0% of its community members identify themselves as AANHPI which continues to contribute to the City’s melting pot of cultures, diversity, and sense of belonging.

M. The City of Monterey Park is also renowned for its cultural, educational, and festive programs celebrating the AANHPI community such as the Cherry Blossom Festival and Lunar New Year Festival. Both festivals attract thousands of visitors from all over the world annually to celebrate the rich tapestry of AANHPI culture through food, music, and cultural performances.

N. The people of the United States join together each May to pay tribute to the contributions of generations of AANHPI that enriched the history of the nation, and the Monterey Park City Council hereby proclaims the month of May 2024 as AANHPI Heritage Month.

SECTION 2: Electronic Signatures. This Resolution may be executed with electronic signatures in accordance with Government Code §16.5. Such electronic signatures will be treated in all respects as having the same effect as an original signature.

SECTION 3: Recordation. The Mayor, or presiding officer, is authorized to sign this Resolution signifying its adoption by the City Council of the City of Monterey Park, and the City Clerk, or her duly appointed deputy, may attest thereto.

SECTION 4: Effective Date. This Resolution will become effective immediately upon adoption and will remain effective unless repealed or superseded.

PASSED AND ADOPTED this 1st day of May 2024.

________________________________
Thomas Wong, Mayor

Attest:

__________________________
Maychelle Yee, City Clerk

RESOLUTION NO.

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MONTEREY PARK DECLARING MAY 6, 2024, THE DAY OF INCLUSION OF THE 142ND ANNIVERSARY OF THE PASSAGE OF THE CHINESE

EXCLUSION ACT
BE IT RESOLVED by the Council of the City of Monterey Park as follows:

SECTION 1: The City Council finds as follows:

A. On May 6, 1882, President Chester A. Arthur signed the Chinese Exclusion Act, the nation’s first law to prohibit immigration solely based on ethnicity and national origin. The Act, renewed in 1892 and 1902, and made permanent in 1904, prevented Chinese laborers from entering the United States and denied Chinese individuals a pathway to citizenship for more than 60 years.

B. In 1943, Congress repealed the Chinese Exclusion Act which was then followed by laws that led to an immigration system that better reflects our current values as a nation of immigrants.

C. The U.S. Senate and House of Representatives unanimously condemned the Chinese Exclusion Act and affirmed a commitment to preserving civil rights and constitutional protections for all people in 2011 (Senate Resolution 201) and 2012 (House Resolution 683).

D. The Chinese community has endured and overcome hardship and heartache through the Chinese Exclusion Act. Despite the darkness of this Act, the Chinese community has persevered, providing for their families and creating many opportunities for their children.

E. America is a greater and more prosperous nation because we practice the ideals of inclusion, embracing everyone regardless of race, color, national origin, religion, or gender. As a resilient community, we must safeguard the rights of immigrants, refugees, and all communities suffering from dangerous rhetoric and policies to ensure history does not repeat itself.

F. The City Council of Monterey Park declares May 6, 2024, the Day of Inclusion on the 142 nd anniversary of the passage of the Chinese Exclusion Act. We recognize the ramifications of the Chinese Exclusion Act, which caused racially discriminatory immigration measures, and honor the contributions of all Chinese Americans who have enriched our communities.

SECTION 2: Electronic Signatures. This Resolution may be executed with electronic signatures in accordance with Government Code §16.5. Such electronic signatures will be treated in all respects as having the same effect as an original signature.

May 1, 2024
City Communications - 6C

SECTION 3: Recordation. The Mayor, or presiding officer, is authorized to sign this Resolution signifying its adoption by the City Council of the City of Monterey Park, and the City Clerk, or her duly appointed deputy, may attest thereto.

SECTION 4: Effective Date. This Resolution will become effective immediately upon adoption and will remain effective unless repealed or superseded.

PASSED AND ADOPTED this 1st day of May 2024.

________________________________
Thomas Wong, Mayor

Attest:

__________________________
Maychelle Yee, City Clerk

RESOLUTION NO.

A RE

SOLUTION OF THE CITY COUNCIL OF MONTEREY PARK
DECLARING MAY 7 AS NATIONAL DAY OF THE TEACHER AND MAY 6 THOUGH MAY 10 AS TEACHER APPRECIATION WEEK
BE
IT RESOLVED by the Council of the City of Monterey Park as follows:

SE
CTION 1: The City Council finds as follows:

A. The q
uality and success of instructional programs are directly attributable to the dedication, professionalism, and extraordinary performance of the teachers and professionals who have committed their many skills, varied talents, and focused energies to providing superior learning opportunities for all students.

B. Clas
sroom teachers, counselors, program specialists and other certificated staff possess unique and highly specialized skills that are essential in meeting the varied needs of the young people in our community.

C. The t
eachers in students' lives, have a tremendous influence on their hopes, aspirations, and future success, making each student capable of taking up the challenges of life; and who not only guide students academically, but also instill moral and ethical values.

D. Te
achers fill many roles, as listeners, role models, motivators and mentors, and work to open students' minds to ideas, knowledge and dreams and to keep American democracy alive by laying the foundation for good citizenship; and by making a difference in young people's lives, they shape America's future.

E. Th
e City of Monterey Park is home to Alhambra, Garvey, Los Angeles, and Montebello school districts and numerous private schools which educate our students and help shape their lives.

F. The C
ity Council of Monterey Park commends and extends sincere gratitude to all teachers for the outstanding, meaningful and innumerable contributions they make in the lives of the students in our schools and declares May 7, 2024 as National Day of the Teacher in Monterey Park AND May 6 through 10 as Teacher Appreciation Week.

SE
CTION 2: Severability. If any part of this Resolution or its application is deemed invalid by a court of competent jurisdiction, the City Council intends that such invalidity will not affect the effectiveness of the remaining provision or application and, to this end, the provisions of this Resolution are severable.

May 1, 2024
City Communications - 6D

Resolution No.

SECTION 3: Electronic Signatures . This Resolution may be executed with elec tronic signatures in accordance with Government Code §16.5. Such electronic signatures will be treated in all respects as having the same effect as an original signature.

SECTION 4: Recordation. The Mayor, or presiding officer, is authorized to sign this Resolution signifying its adoption by the City Council of the City of Monterey Park and the City Clerk, or her duly appointed deputy, may attest thereto.

SECTION 5: Effective Date. This Resolution will become effective immediately upon adoption and will remain effective unless repealed or superseded.

PASSED AND ADOPTED this 1st day of May 2024.

________________________________
Thomas Wong, Mayor

Attest:

__________________________
Maychelle Yee, City Clerk

Approved as to Form:

__________________________
Karl H. Berger, City Attorney