Att 3 - Sewer System Management Plan Update — San Clemente City Council, October 21, 2025

Sewer System Management Plan
(SSMP)
2025 Update
Sanitary Sewer CollecƟon System
Waste Discharge ID (WDID): #9SSO10691
REVIEWED AND APPROVED BY:

DusƟn Burnside,
UƟliƟes Manager
Legally Responsible Oĸcial
City of San Clemente
Sanitary Sewer CollecƟon System
(includes Element Development Plans & Schedules)
Date Signed
$WWDFKPHQW

THIS PAGE INTENTIONALLY LEFT BLANK

SSMP CHANGE LOG
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. COPY THIS PAGE AS NEEDED Revision
Date
SSMP
SecƟon
Approval
Date DescripƟon of Change/Revision Made IniƟals

LETTER OF COMPLIANCE
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page i City of San Clemente
AƩn: DusƟn Burnside, UƟliƟes Manager
Legally Responsible Oĸcial (LRO)
380 Avenida Pico, Bldg. N
San Clemente, CA 92672
Dear DusƟn,
We are pleased to present the new 2025 Sewer System Management Plan (SSMP) Update developed in partnership with the City of San Clemente UƟlity management and staī. The 2025 Update meets and exceeds compliance with the Reissued WDR (State Water Board, Water Quality Order No. 2022-0103- DWQ, AƩachment D-10 and SpeciĮcaƟons 5.4). The 2025 SSMP has been completely revised to harmonize with industry standard guidelines and incorporates the latest SSMP Audit Įndings.

The 2025 SSMP is a declaraƟon of what the City is doing to demonstrate full compliance with the Reissued WDR. AƩachment A of the Reissued WDR (page A-4), states “A sewer system management plan is a living document an Enrollee develops and implements to eīecƟvely manage its sanitary sewer system(s) in accordance with this General Order”. This requires the City to periodically review and update the SSMP as necessary unƟl its next required 6-year SSMP Update is completed.

To support these ongoing review and update requirements, this document includes a sample change log that may be used as a reference if a system is not already in place. We encourage you to share this example with all relevant team members responsible for implemenƟng or documenƟng SSMP revisions, to help ensure consistency, transparency, and conƟnued compliance.

We look forward to assisƟng the City wherever necessary to fully implement the new 2025 SSMP Update.

Sincerely,
James Fischer, P.E.

Principal, Fischer Compliance LLC
CredenƟaled U.S. EPA NPDES Compliance Inspector

TABLE OF CONTENTS
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page ii

TABLE OF CONTENTS
INTRODUCTION.............................................................................................................................................................1 SSMP OrganizaƟon ....................................................................................................................................................3 AbbreviaƟons and Acronyms.....................................................................................................................................4

1. GOAL AND INTRODUCTION.......................................................................................................................................5

1.1. Regulatory Context .............................................................................................................................................5

1.2. SSMP Update Schedule ......................................................................................................................................6

1.3. Sewer System Asset Overview............................................................................................................................8 SpeciĮcaƟons 5.2 – SSMP Development and ImplementaƟon ...............................................................................12 SpeciĮcaƟons 5.7 – AllocaƟon of Resources ...........................................................................................................13 Provisions 6.1 – Enforcement Provisions.................................................................................................................14 Provisions 6.3 – Sewer System Management Plan Availability ...............................................................................15

2. ORGANIZATION .......................................................................................................................................................16

2.1. OrganizaƟonal Chart.........................................................................................................................................19

2.2. OrganizaƟonal Staĸng ResponsibiliƟes............................................................................................................21

2.3. Chain of CommunicaƟon for ReporƟng Spills...................................................................................................23

3. LEGAL AUTHORITY ..................................................................................................................................................25

4. OPERATION AND MAINTENANCE PROGRAM .........................................................................................................29

4.1. Updated Map of Sewer System ........................................................................................................................29

4.2. PrevenƟve OperaƟon and Maintenance AcƟviƟes...........................................................................................31

4.3. Training .............................................................................................................................................................33

4.4. Equipment Inventory........................................................................................................................................35 SpeciĮcaƟons 5.19 – OperaƟons and Maintenance................................................................................................38

5. DESIGN AND PERFORMANCE PROVISIONS .............................................................................................................41

5.1. Updated Design Criteria/ConstrucƟon Standards/SpeciĮcaƟons ....................................................................41

5.2. Procedures and Standards................................................................................................................................43

6. SPILL EMERGENCY RESPONSE PLAN .......................................................................................................................44

7. SEWER PIPE BLOCKAGE PROGRAM.........................................................................................................................47

8. SYSTEM EVALUATION, CAPACITY ASSURANCE, CAPITAL IMPROVEMENTS .............................................................53

8.1. System EvaluaƟon and CondiƟon Assessment .................................................................................................53

8.2. Capacity Assessment and Design Criteria.........................................................................................................56

8.3. PrioriƟzaƟon of CorrecƟve AcƟon ....................................................................................................................59

8.4. Capital Improvement Plan ................................................................................................................................61

9. MONITORING, MEASUREMENT, AND PROGRAM MODIFICATIONS........................................................................63

10. INTERNAL AUDITS .................................................................................................................................................65

11. COMMUNICATION PROGRAM ..............................................................................................................................67 LIST OF APPENDICES ...................................................................................................................................................69

TABLE OF CONTENTS
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page iii

LIST OF FIGURES
Figure 1 – City CollecƟon System OperaƟonal Report – SWRCB CIWQS, 2010-2025 ...................................................2 Figure 2 – Sewer System Management Plan, Subsequent Update and Audit Due Dates.............................................6 Figure 3 – City Vicinity Map and Sewer Service Area .................................................................................................10 Figure 4 – City of San Clemente – UƟliƟes Department (FY 2025) OrganizaƟonal Chart ...........................................19 Figure 5 – City of San Clemente OrganizaƟon Chart...................................................................................................20 Figure 6 – Chain of CommunicaƟon for ReporƟng Spills ............................................................................................23

LIST OF TABLES
Table 1 – AbbreviaƟons and Acronyms.........................................................................................................................4 Table 2 – City Sewer ConnecƟon Flow ClassiĮcaƟons and ConnecƟons Data ............................................................11 Table 3 – ImplementaƟon ResponsibiliƟes .................................................................................................................17 Table 4 – SSMP Responsible PosiƟon Contact InformaƟon ........................................................................................18

OVERVIEW
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 1 of 69 IntroducƟon
This Sewer System Management Plan (SSMP) or “Plan” has been prepared for the City of San Clemente Error! Reference source not found.(City) with technical assistance from Fischer Compliance LLC for meeƟng and exceeding compliance with the State Water Resources Control Board 2022 General Waste Discharge Requirements, Order WQ 2022-0103-DWQ for Sanitary Sewer Systems (referred to throughout this document as the WDR). The City provided all details, informaƟon and insƟtuƟonal insights for preparaƟon of the SSMP building on the City’s exisƟng 2019 SSMP and expanding required areas to ensure the City meets and exceeds all requirements of the WDR. The document has been developed to ensure the SSMP meets the size, scale, and complexity, serving as a “living document” used as a tool for managing and operaƟng the City's sanitary sewer collecƟon system as required by the WDR. AddiƟonally, the latest 2024 Sewer System Management Plan Guidance Manual published by the Bay Area Clean Water City (BACWA) was uƟlized as a model for development of the document to harmonize formaƫng/content and incorporate recommended suggested guidance wherever possible.

The City’s commitment to meeƟng or exceeding regulatory requirements, along with their proacƟve approach to operaƟon and management of the collecƟon system, has served them well, as evidenced by system performance relaƟve to other agencies in the region and the state.

Figure 1 provides key City spill metrics, including data comparing the City’s spill record with state and regional system data. The City consistently performs beƩer than the statewide and regional spill rate indices and net spill volumes for all categories of spills from its sanitary sewer collecƟon system.

This SSMP reŇects the ongoing day-to-day acƟviƟes of the CITY for the management, operaƟon, maintenance, and funding of the City’s sanitary collecƟon system. As such, this SSMP is a living document subject to constant review and revision as condiƟons and needs of the collecƟon system change. This SSMP relies on numerous supporƟng documents, which are also subject to change, which form the basis for how the City performs operaƟon and maintenance of the collecƟon system. The most current version, although it may be subject to update at any Ɵme, will be found at the UƟliƟes AdministraƟve Oĸce.

OVERVIEW
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 2 of 69 Figure 1 – City CollecƟon System OperaƟonal Report – SWRCB CIWQS, 2010-2025

OVERVIEW
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 3 of 69 SSMP OrganizaƟon
This SSMP is organized into 11 core elements following AƩachment D of the WDR, with inclusion of applicable SpeciĮcaƟons requirements.

Each individual element in the SSMP includes the following technical contents. υ. Requirements – Provides the actual descripƟon of applicable requirements in the WDR. φ. Compliance – Describes the City’s approach to complying with the WDR requirements. χ.EīecƟveness – As measured by Key Performance Indicators (KPIs.) ψ. ImplementaƟon – Demonstrates how the City will ensure the SSMP will be carried out as described. ω. Resilience – Demonstrates the resilience that is addressed in the SSMP and built-in to the City’s collecƟon system and procedures.
ϊ. Appendix Inclusions – List the items included in the Appendix for each SSMP Element, if any.

OVERVIEW
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 4 of 69 AbbreviaƟons and Acronyms1
BMP Best Management PracƟces
CCTV Closed Circuit Television
CIP Capital Improvement Program
CIPP Cured in Place Pipe
CIWQS California Integrated Water Quality System (State Water Board Online Spill Database) CMMS Computerized Maintenance Management System
CO
ENG Engineering, referring to the City’s Engineering Department which includes Engineering, Project Management, and IT
EPA US Environmental ProtecƟon City
FOG Fats, Oils and Grease
FSE Food Service Establishment
GCD Grease Control Device
GIS Geographic InformaƟon System
DIR Public Works Director, referring to the City’s Public Works Director I & I InŇow and InĮltraƟon
LRO Legally Responsible Oĸcial
RWQCB Regional Water Quality Control Board
SCADA Supervisory Control and Data AcquisiƟon
SERP Spill Emergency Response Plan
SOP Standard OperaƟng Procedure
Spill Sanitary Sewer Spill
SSMP Sewer System Management Plan
SOCWA South Orange County Wastewater Authority
SUP Supervisor, referring to the City’s UƟliƟes Manager and/or Lead CollecƟons System Operator SUPT Superintendent
SWRCB State Water Resources Control Board
UM UƟliƟes Manager
WDID Waste Discharge ID Number (CIWQS)
WDR Sanitary Sewer Systems General Wastewater Discharge Requirements Order issued by the State Water Board (Order No. 2022-0103-DWQ)
1 For a list of additional common acronyms for collection systems and related WDR terms, see the WDR, Attachment A (page 32) Table 1 – AbbreviaƟons and Acronyms

GOAL AND INTRODUCTION
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 5 of 69

1. Goal and IntroducƟon

WDR REQUIREMENTS
AƩ. D-1 (pg. D-2)
“The goal of the Sewer System Management Plan (Plan) is to provide a plan and schedule to: (1) properly manage, operate, and maintain all parts of the Enrollee’s sanitary sewer system(s), (2) reduce and prevent spills, and (3) contain and miƟgate spills that do occur.

The Plan must include a narraƟve IntroducƟon secƟon that discusses the following items:”

1.1. Regulatory Context

WDR REQUIREMENTS
AƩ. D-1.1 (pg. D-2)
“The Plan IntroducƟon secƟon must provide a general descripƟon of the local sewer system management program and discuss Plan implementaƟon and updates”.

COMPLIANCE
The City is commiƩed to fully implemenƟng the WDR2 which includes addressing all requirements by integraƟng a wide range of programs speciĮcally designed for ensuring the integrity and eĸciency of the City’s sanitary sewer collecƟon system. Moreover, the City is dedicated to maintaining its collecƟon system in a systemaƟc manner by implemenƟng various work programs, with a focus on criƟcal areas, to prevent spills, allowing for a comprehensive approach to maintenance. Work programs include CCTV inspecƟons, pipe cleaning, manhole inspecƟons, liŌ staƟon maintenance, root control, source control and pipe repair, just to name a few. Work programs are described in more detail in SecƟon 4.5 “SpeciĮcaƟons 5.19- OperaƟon and Maintenance” of this SSMP.

By prioriƟzing proacƟve measures and taking a comprehensive approach, the City is well-equipped with a proven track record of eīecƟvely operaƟng its sanitary sewer collecƟon system with the highest levels of service, complying with the WDR, and reducing/eliminaƟng sewage spills.

EFFECTIVENESS
N/A

IMPLEMENTATION PLAN/SCHEDULE
N/A
2 State Water Resources Control Board, Statewide Waster Discharge requirements, General Order for Sanitary Sewer Systems

GOAL AND INTRODUCTION
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 6 of 69

1.2. SSMP Update Schedule

WDR REQUIREMENTS
AƩ. D-1.2 (pg. D-3)
“The Plan IntroducƟon secƟon must include a schedule for the Enrollee to update the Plan, including the schedule for conducƟng internal audits. The schedule must include tones for incorporaƟon of acƟviƟes addressing prevenƟon of sewer spills.”

COMPLIANCE
The City uƟlizes the State Water Board’s online lookup tool for ensuring all required due dates for updaƟng its SSMP and compleƟng its required SSMP Audits (see chart below).

The City’s most recent SSMP audit was completed for the period Aug 2021 through Aug 2024.

Figure 2 – Sewer System Management Plan, Subsequent Update and Audit Due Dates

GOAL AND INTRODUCTION
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 7 of 69

EFFECTIVENESS
The City uƟlizes the following Key Performance Indicators for measuring eīecƟveness of this Element:
x Are SSMP Audits and SSMP Updates being performed as scheduled? x Has the SSMP been approved by the governing board on the required schedule (i.e., every six years)?
x Are speciĮc internally established sewer program milestones being monitored?

IMPLEMENTATION PLAN/SCHEDULE
No. Plan Schedule Responsible Party
Dir UM Supt

1.2.1 Prepare for next SSMP Audit Begin 5/2/2027 X X X

1.2.2 Complete and Upload SSMP audit. By 11/2/2027 X

1.2.3 Incorporate Audit Findings, update Change Log
and Update SSMP 8/2/2025 X X

1.2.4 Council Approval and LRO CerƟĮcaƟon of
SSMP By 9/16/2025 X

GOAL AND INTRODUCTION
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 8 of 69

1.3. Sewer System Asset Overview

WDR REQUIREMENTS
AƩ. D-1.3 (pg. D-3)
“The Plan IntroducƟon secƟon must provide a descripƟon of the Enrollee-owned assets and service area, including but not limited to:
x LocaƟon, including county(ies);
x Service area boundary;
x PopulaƟon and community served;
x System size, including total length in miles, length of gravity mainlines, length of pressurized (force) mains, and number of pump staƟons and siphons; x Structures diverƟng stormwater to the sewer system;
x Data management systems;
x Sewer system ownership and operaƟon responsibiliƟes between Enrollee and private enƟƟes for upper and lower sewer laterals;
x EsƟmated number or percentage of residenƟal, commercial, and industrial service connecƟons; and
x Unique service boundary condiƟons and challenge(s).
x AddiƟonally, the Plan IntroducƟon secƟon must provide reference to the Enrollee’s up-todate map of its sanitary sewer system, as required in secƟon 4.1 (Updated Map of Sanitary Sewer System) of this AƩachment.”

COMPLIANCE
The wastewater service area tributary to the San Clemente Water ReclamaƟon Plant (San Clemente Water Recycling Plant or WRP) is approximately 14.3 square miles. This service area represents approximately 84 percent of the total 17.1 square mile incorporated area of the City of San Clemente. Wastewater service within the remaining porƟons of the City of San Clemente is provided by the South Coast Water District and Santa Margarita Water District.

The sewer service area tributary to the City consists of seven topographic drainage areas. Wastewater collected from the seven drainage regions is transported via gravity and force mains to two central pump staƟons where the wastewater is liŌed to the City WRP for treatment. The City has one satellite sewer system from Santa Margarita Water District's Talega Tract, which discharges sewage into the City’s system and is monitored with conƟnuous Ňow metering.

The City has a total of Įve stormwater diversion structures that help the City opƟmize operaƟons both during dry weather (summerƟme diverƟng all stormwater Ňows to the WRP and winter wet weather episodes to divert stormwater Ňows to the PaciĮc Ocean).

A porƟon of the City receives terƟary treatment. TerƟary treated recycled water from the City WRP is transported to irrigaƟon reuse sites within the City via a force main network in accordance with requirements established in Regional Water Quality Control Board (RWQCB) Order No. R9-2003-0123, as modiĮed by Order No. R9-2012-0026. The remaining porƟon of San Clemente wastewater receives

GOAL AND INTRODUCTION
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 9 of 69 secondary treatment and is discharged via a land ouƞall to the SOCWA ocean ouƞall for ocean disposal in accordance with requirements established in RWQCB Order No. R9-2022-005 (NPDES CA0107417).

The City's sanitary sewer system is operated and maintained by the UƟliƟes Division. The Division also operates the City's water and storm drainage systems. The mission of the UƟliƟes Division is to "ensure uninterrupted water, sewer, and drainage service to all our customers that meets all regulatory requirements."
Based on data submiƩed from its last required Annual Report required by SpeciĮcaƟons 5.13.2 and AƩachment E1, secƟon 3.9 of the WDR to the CIWQS, the City sewer system serves a populaƟon of approximately 63,896 in southern Orange County, with approximately 27,859 sewer lateral connecƟons.

The sewer system consists of approximately 162 miles of gravity sewers and 18 miles of force main sewers.

The system includes 4385 manholes and 11 liŌ staƟons. The sewer system does have 1 gravity sewer siphon, 5 gravity above-ground crossings, and 1 above-ground force main crossing. There are 5 individual structures with valves within the City, operators can uƟlize for reducing impacts to both the collecƟon system and wastewater treatment plant to divert stormwater Ňows into sewers (during dry weather Ňows) or keep stormwater Ňows out of sewers (during wet weather Ňows).

The collecƟon system consists of gravity pipelines ranging from 6 inches or less in diameter (20%), 8 inches (50%), 9-18 inches (10%), and 19-36 inches (10%). Force main sewer (pressurized) pipelines range 6 inches or less in diameter (25%) and 9-18 inches (25%). The sewer pipes are mainly constructed of vitriĮed clay (64.5%) or polyvinyl chloride (33.6%). With respect to age of the pipes, 24.1% were constructed between 1920-1939, 1.8% constructed between 1940-1959, 26% constructed between 1960-1979, 38.1% constructed between 1980-1999, 8.2% constructed between 2000-2019, and 0% constructed between 2020 to 2025.

The City operates 11 liŌ staƟons all equipped with cable modems to provide noƟĮcaƟon of abnormaliƟes in real Ɵme. 8 pump staƟons (73%) are equipped with standby generators, 2 pump staƟons (18%) are generator ready to provide power in case of commercial power failures, 1 pump staƟon (9%) can be isolated and closed during an emergency. The City also maintains 3 trailer mounted generators and 2 trailer mounted pumps that can be deployed to bypass the liŌ staƟons if needed.

The City uses Lucity soŌware system for scheduling and documenƟng inspecƟon and maintenance acƟviƟes and for uƟlity infrastructure mapping. This soŌware provides City staī with the ability to access aƩribute data for sewer pipelines using a mobile device or personal computer. The City also uses Lucity and ArcGIS to manage its assets, including asset inventories and mapping.

There are 17,734 sewer service laterals connected to the City’s sewer system. The property owner is responsible for installaƟon, maintenance and repair of the upper and lower private sewer lateral(s) from the structure up to and including the Ɵe-in to the City sewerage system.

The City esƟmates that approximately 33.5% of the sewer system is located in easements including residenƟal backyards totaling 56.5 miles of the total sewer system. The City experiences challenges with accessing sewer assets including non-paved roadways during wet weather months in various locaƟons throughout the collecƟon system and some locaƟons due to private property challenges.

Figure 3 contains a map of the City sanitary sewer system service area along with areas satellite to the City system. The City has no formal outside agreements in place with other sanitary sewer system collecƟon system operators.

GOAL AND INTRODUCTION
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 10 of 69 The City historically and currently does not own or maintain sewer service laterals. The City maintains up to date system maps (see Element 4.1 below for more detail).

Unique service area challenges include accessing some sewer mainline assets located within private property locaƟons requiring permission for uƟlizing easement equipment in these areas. Another unique challenge includes accessing sewer mainline pipelines running adjacent to railroad property and along the State Beach trail locaƟons along the coastline.

The esƟmated customer connecƟon Ňow classiĮcaƟons and connects data are presented in Table 2 below for residenƟal, commercial industrial, and insƟtuƟonal data.

Figure 3 – City Vicinity Map and Sewer Service Area

GOAL AND INTRODUCTION
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 11 of 69 Use Type Number of ConnecƟons
ResidenƟal 15,951
Commercial 919
Industrial/InsƟtuƟonal N/A

EFFECTIVENESS
The City uƟlizes the following Key Performance Indicators for measuring eīecƟveness of this Element:
x Are asset staƟsƟcs periodically reviewed and updated as necessary? x Are omissions or errors addressed in a Ɵmely manner?
x Are system maps up to date?

IMPLEMENTATION PLAN/SCHEDULE
No. Plan Schedule Responsible Party
Dir Eng Supt

1.3.1 Review City-owned asset
staƟsƟcs and element
descripƟon; update as necessary
At the beginning of the audit cycle and
when signiĮcant changes have been made. X X

RESILIENCE
Resilience is addressed in Element 1 by:
x Redundancy: More than one member of staī is trained and able to retrieve and manage the data. x ImplemenƟng a QA/QC process to help ensure informaƟon is accurate. x ConƟnuous improvement with input from the Įeld.
x Using Calendar Reminders to ensure compliance deadlines are met.

APPENDIX 1 INCLUSIONS
x None
Table 2 – City Sewer ConnecƟon Flow ClassiĮcaƟons and ConnecƟons Data

GOAL AND INTRODUCTION
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 12 of 69 SpeciĮcaƟons 5.2 – SSMP Development and ImplementaƟon

WDR REQUIREMENTS
SpeciĮcaƟon. 5.2 (pg. 18)
“To facilitate adequate local funding and management of its sanitary sewer system(s), the Enrollee shall develop and implement an updated Sewer System Management Plan. The scale and complexity of the Sewer System Management Plan, and speciĮc elements of the Plan, must match the size, scale, and complexity of the Enrollee’s sanitary sewer system(s). The Sewer System Management Plan must address, at minimum, the required Plan elements in AƩachment D (Sewer System Management Plan – Required Elements) of this General Order. To be eīecƟve, the Sewer System Management Plan must include procedures for the management, operaƟon, and maintenance of the sanitary sewer system(s).

The procedures must: (1) incorporate the prioriƟzaƟon of system repairs and maintenance to proacƟvely prevent spills, and (2) address the implementaƟon of current standard industry pracƟces through available equipment, technologies, and strategies.”

COMPLIANCE
This SSMP has been completed and updated to meet the requirements of Order WQ 2022-0103-DWQ and addresses all required Elements and SpeciĮcaƟons required by the Reissued WDR (Order No. 2022-0103- DWQ). The SSMP addresses management, operaƟons and maintenance procedures speciĮc to the [City’s] collecƟon system. The City maintains a proacƟve O&M program to operate its system and idenƟfy defects, which are then prioriƟzed for repair, replacement, rehabilitaƟon, or placed on modiĮed maintenance schedules. (See Elements 4 and 8 and SpeciĮcaƟons 5.19 of this SSMP for more detail).

The City keeps up with current industry standards, technology and best pracƟces by reviewing industry periodicals, networking and aƩending industry conferences and workshops. This includes ongoing online and in-person trainings, aƩending vendor fairs, specialty conferences, and compleƟon of customized WDR trainings from Fischer Compliance LLC and other subject maƩer experts.

GOAL AND INTRODUCTION
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 13 of 69 SpeciĮcaƟons 5.7 – AllocaƟon of Resources

WDR REQUIREMENTS
SpeciĮcaƟon. 5.7 (pg. 22)
“The Enrollee shall comply with the following requirements:
x Establish and maintain a means to manage all necessary revenues and expenditures related to the sanitary sewer system; and
x Allocate the necessary resources to its sewer system management program for:
o Compliance with this General Order,
o Full implementaƟon of its updated Sewer System Management Plan, o System operaƟon, maintenance, and repair, and
o Spill responses.”

COMPLIANCE
The City maintains various revenue sources to maintain Įnancial stability, meet its operaƟonal needs and manage all necessary expenditures for its sewer system operaƟon. Sources of revenue include:
x Sewer Service Charges - For FY24 charges include Įxed charges (Base Fee) based on meter size, amounƟng to $4.4M, and volumetric based commodity charge in the amount of $6.6M. This equates to 84% of total Revenue of $12.1M
x O&M as well as Capital Improvement Projects - FY24 $4.1M in CollecƟon O&M, and $1.48M budgeted in CIP projects. $3.1M was allocated to depreciaƟon reserves. x Sewer Fund investment earnings were $390,000 or 3.2% of total revenue. x Allocated by the City Council each budget cycle to fund City O&M as well as Capital Improvement Projects -FY25 total City O&M and CIP is $33.9M
x Miscellaneous Fees for Sewer System-Related Services (includes inspecƟon fees, annexaƟon fees, permit fees, etc.) Santa Margarita Water District allocaƟons for collecƟng and treaƟng 226MG of sewer Ňows for calendar year 2024 was $.75M. Miscellaneous sewer permits $1000.

GOAL AND INTRODUCTION
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 14 of 69 Provisions 6.1 – Enforcement Provisions

WDR REQUIREMENTS
Provisions 6.1 (pg. 27)
“The following enforcement provisions are based on exisƟng federal and state regulaƟons, laws and policies, including the federal Clean Water Act, the state Water Code and the State Water Board Enforcement Policy.”

COMPLIANCE
The City is aware of the consequences for noncompliance including associated penalƟes for violaƟons. The City maintains a proacƟve stance with full implementaƟon of its SSMP.

Noncompliance with requirements of this General Order or discharging sewage without enrolling in this General Order consƟtutes a violaƟon of the Water Code and a potenƟal violaƟon of the Clean Water Act and is grounds for an enforcement acƟon by the State Water Board or the applicable Regional Water Board.

Failure to comply with the noƟĮcaƟon, monitoring, inspecƟon, entry, reporƟng, and recordkeeping requirements may subject the Enrollee to administraƟve civil liabiliƟes of up to $10,000 a day per violaƟon pursuant to Water Code secƟon 13385; up to $1,000 a day per violaƟon pursuant to Water Code secƟon 13268; or referral to the AƩorney General for judicial civil enforcement. Discharging waste not in compliance with the requirements of this General Order or the Clean Water Act may subject the Enrollee to administraƟve civil liabiliƟes up to $10,000 a day per violaƟon and addiƟonal liability up to $10 per gallon of discharge not cleaned up aŌer the Įrst 1,000 gallons of discharge; up to $5,000 a day per violaƟon pursuant to Water Code secƟon 13350 or up to $20 per gallon of waste discharged; or referral to the AƩorney General for judicial civil enforcement.

GOAL AND INTRODUCTION
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 15 of 69 Provisions 6.3 – Sewer System Management Plan Availability

WDR REQUIREMENTS
Provisions 6.3 (pg. 31)
“The Enrollee’s updated Sewer System Management Plan must be maintained for public inspecƟon at the Enrollee’s oĸces and faciliƟes and must be available to the public through CIWQS and/or on the Enrollee’s website, in accordance with secƟon 3.8 (Sewer System Management Plan ReporƟng Requirements) of AƩachment E1 (NoƟĮcaƟon, Monitoring, ReporƟng and Recordkeeping Requirements) of this General Order.”

COMPLIANCE
The City has uploaded this SSMP to the CIWQS database, publishes it on its website, and makes it available for public review at the City oĸce, by appointment, during regular business hours.

ORGANIZATION
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 16 of 69

2. OrganizaƟon

WDR REQUIREMENTS
AƩ. D-2 (pg. D-3)
“The Plan must idenƟfy organizaƟonal staĸng responsible and integral for implemenƟng the local Sewer System Management Plan through an organizaƟon chart or similar narraƟve documentaƟon that includes:
x The name of the Legally Responsible Oĸcial as required in secƟon 5.1 (DesignaƟon of a Legally Responsible Oĸcial) of this General Order;
x The posiƟon Ɵtles, telephone numbers, and email addresses for management, administraƟve, and maintenance posiƟons responsible for implemenƟng speciĮc Sewer System Management Plan Element;
x OrganizaƟonal lines of authority; and
x Chain of communicaƟon for reporƟng spills from receipt of complaint or other informaƟon, including the person responsible for reporƟng spills to the State and Regional Water Boards and other agencies, as applicable. (For example, county health oĸcer, county environmental health City, and State Oĸce of emergency Services.)”

COMPLIANCE
The above items are addressed below:

City’s Legally Responsible Oĸcials (LRO) are listed below:
x LRO 1 – DusƟn Burnside, UƟliƟes Manager
The LRO meets all the requirements set forth in SpeciĮcaƟons 5.1 of the WDR.

ORGANIZATION
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 17 of 69 ImplementaƟon ResponsibiliƟes
Sewer System Management Plan Elements Responsible PosiƟon

1. SSMP Plan, Goal and IntroducƟon Public Works Director

1.1. Regulatory Context Public Works Director

1.2. SSMP Update Schedule UƟliƟes Manager /UƟliƟes Maintenance Superintendent /Chief CS Operator

1.3. Sewer System Asset Overview Deputy Public Works Director

2. OrganizaƟon Public Works Director

3. Legal Authority City Manager

4. OperaƟons and Maintenance Program UƟliƟes Maintenance Superintendent / Chief CS Operator

4.1. Updated maps of Sanitary Sewer System UƟliƟes Maintenance Superintendent / Chief CS Operator

4.2. PrevenƟve OperaƟon & Maintenance UƟliƟes Maintenance Superintendent / Chief CS Operator

4.3. Training UƟliƟes Maintenance Superintendent / Chief CS Operator

4.4. Equipment Inventory UƟliƟes Maintenance Superintendent / Chief CS Operator

5. Design/Performance Deputy Public Works Director

5.1. Updated Design Criteria & ConstrucƟon Standards Deputy Public Works Director

5.2. Procedures and Standards Deputy Public Works Director

6. Spill Emergency Response Plan UƟliƟes Manager /UƟliƟes Maintenance Superintendent /Chief CS Operator

7. Sewer Pipe Blockage Program UƟliƟes Manager /UƟliƟes Maintenance Superintendent /Chief CS Operator

8. System Eval, Capacity Assurance, Capital Imp. UƟliƟes Manager /UƟliƟes Maintenance Superintendent /Chief CS Operator

8.1. System EvaluaƟon and CondiƟon Assessment UƟliƟes Manager /UƟliƟes Maintenance Superintendent /Chief CS Operator

8.2. Capacity Assessment and Design Criteria Deputy Public Works Director

8.3. PrioriƟzaƟon of CorrecƟve AcƟon UƟliƟes Manager /UƟliƟes Maintenance Superintendent /Chief CS Operator

8.4. Capital Improvement Plan Deputy Public Works Director / UƟliƟes Manager / UƟliƟes Maintenance Superintendent / Chief CS
Operator

9. Monitoring, Measurement & Program ModiĮcaƟons UƟliƟes Manager / UƟliƟes Maintenance Superintendent / Chief CS Operator

10. Internal Audits UƟliƟes Manager

11. CommunicaƟon Program City Manager / Public Works Director / Deputy Public Works Director
Table 3 – ImplementaƟon ResponsibiliƟes

ORGANIZATION
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 18 of 69

RESPONSIBLE POSITION CONTACT INFORMATION
Name Title Phone Email
DusƟn Burnside UƟliƟes Manager 949-361-8355
Mobile 949-919-1003 [email protected]
Andy Hall City Manager 949-361-8341 [email protected] Dave Rebensdorf Public Works Director 949-361-6130 [email protected] Shawn Ryan Deputy Public Works
Director 949-361-6122 [email protected]
Table 4 – SSMP Responsible PosiƟon Contact InformaƟon

ORGANIZATION
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 19 of 69

2.1. OrganizaƟonal Chart
Figure 4 – City of San Clemente – UƟliƟes Department (FY 2025) OrganizaƟonal Chart

ORGANIZATION
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 20 of 69 Figure 5 – City of San Clemente OrganizaƟon Chart

ORGANIZATION
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 21 of 69

2.2. OrganizaƟonal Staĸng ResponsibiliƟes
Key SSMP PosiƟons. The following posiƟons within the City's organizaƟonal structure have key roles in developing and implemenƟng the SSMP.

Mayor / City Council
The City Council consists of Įve members, elected at-large, for four-year overlapping terms of oĸce. NonparƟsan City elecƟons are held in November of even-numbered years for Council Members. The City Council acts as the legislaƟve body, to set policy, approve the budget, pass local laws which are incorporated into the Municipal Code, and to give direcƟon on maƩers concerning the City. The City Council is responsible for approval of the cerƟĮed SSMP as presented by the City Manager and UƟliƟes Manager.

City Manager
Is appointed by the City Council. As the City Manager, Andy Hall provides crucial support to the Council and represents the staī. His role involves strategic decision-making and leadership, upholding the City’s values, and guiding the organizaƟon towards its mission and goals.

Public Works Director
As Public Works Director, Dave Rebensdorf oversees UƟliƟes, Maintenance, and Engineering. He implements short and long-term goals aligned with the City’s strategic and annual business plans, ensuring these funcƟons drive innovaƟve and sustainable soluƟons for the City, while developing and upgrading the City’s infrastructure and ensuring public improvements are in compliance with municipal ordinances, regulaƟons and standards.

UƟliƟes Manager
In his role, DusƟn Burnside directs strategic planning, organizaƟon, and program management for a spectrum of City-operated faciliƟes. This porƞolio encompasses water distribuƟon wells and reservoirs, water reclamaƟon plant, the recycled water system, and sewer and storm collecƟon system. Through seamless collaboraƟon, he formulates and oversees work plans, budgets, and procedures, adeptly applying process improvement and quality management principles.

CollecƟons and Maintenance Superintendent
Plans, organizes, integrates and directs the work of the CollecƟons and Maintenance programs; manages and directs the implementaƟon of comprehensive strategies and programs for the maintenance of all UƟliƟes faciliƟes including sewer collecƟon system, storm drain system, the mechanical and electrical maintenance and repair of all UƟliƟes water and wastewater pumping systems, and SCADA; ensures program processes are carried out in compliance with current and future regulatory requirements; manages and directs the implementaƟon of comprehensive faciliƟes related planning, predicƟve, prevenƟve and correcƟve maintenance and repair programs. Provides expert professional assistance and guidance to leadership on the operaƟon of the City assets in a safe, reliable and cost-eīecƟve manner that meets all regulatory requirements.

Chief Operator CollecƟons
Supervises and reviews the work of skilled personnel responsible for the construcƟon, installaƟon, servicing, repair and maintenance of the City’s wastewater collecƟon and storm drain system and diversion faciliƟes; supervises the usage of and collecƟon system data collected through the Closed Circuit Television (CCTV)

ORGANIZATION
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 22 of 69 program; acts as a liaison to other departments and consultants regarding linear assets; ensures collecƟon system operaƟons and maintenance funcƟons meet all applicable laws, regulaƟons and City policies; provides staī assistance to management in areas of experƟse.

CollecƟon System Field Operators
Leads and parƟcipates in the work of crews engaged in semi-skilled and skilled tasks in the construcƟon, installaƟon, servicing, repair and maintenance of the City’s wastewater collecƟon and storm drain system and diversion faciliƟes; oversees the City’s Closed Circuit Television (CCTV) program as applied to collecƟon system maintenance; veriĮes accuracy of GIS and GPS data; acts as a liaison to other departments and consultants regarding system improvements.

ORGANIZATION
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 23 of 69

2.3. Chain of CommunicaƟon for ReporƟng Spills
Figure 6 – Chain of CommunicaƟon for ReporƟng Spills
During business hours, the public contacts the City by phone. The informaƟon given by the caller is forwarded to response staī.

Contractors who cause or discover a spill are directed to immediately contact the City.

AŌer hours calls are received by an answering service who uƟlize a phone tree unƟl an employee is reached.

Remote alarms (pump staƟons, SmartCovers) are received by designated personnel for response. There is also a phone tree for alarm acknowledgement.

City Receives Call for Service
D
gi
Co
Ci
AŌ
un
Re
pe
C
Response staī immediately respond to all calls, assess the spill event, and take appropriate acƟons to miƟgate the spill.

All spill events are miƟgated in accordance with the City's Spill Emergency Response Plan (SERP) and are documented in the Sanitary Sewer Spill and Backup Response Workbook, all in adherence with the WDR NoƟĮcaƟon, Monitoring, ReporƟng and Recordkeeping requirements.

City’s Response to Spill Event
R
t
A
R
B
M
The responding Įeld staī submit the Įeld report(s) to the Chief Operator who reviews for completeness and accuracy and then confers with the UƟliƟes Manager as a layer of quality control.

Once all informaƟon is veriĮed, the Chief Operator or LRO submits it to CIWQS.

The City's Legally Responsible Oĸcial cerƟĮes all spill reports.

City Reports Spill Event

ORGANIZATION
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 24 of 69

EFFECTIVENESS
The City uƟlizes the following Key Performance Indicators for measuring eīecƟveness of this Element:
x Have there been any changes requiring updates to the OrganizaƟonal Chart? x Have there been instances when a service call for a spill was not properly routed to response personnel?
x Were all spill response acƟviƟes documented and forwarded to the LRO? x Have there been any changes in assigned responsibiliƟes for implemenƟng the SSMP? x Is there a process in place to ensure all contact informaƟon remains up to date?

IMPLEMENTATION PLAN/SCHEDULE
No. Plan Schedule Responsible Party
UM Supt CO

2.1 Review names, contact informaƟon and posiƟon
responsibiliƟes. Update as necessary. At least annually X

2.2 Review Chain of CommunicaƟon outcomes for all spill responses Each Spill Event XX

2.3 Review OrganizaƟonal Chart for any changes. Update as necessary. At least annually X

RESILIENCE
Resilience is addressed in Element 2 by:
x Ensuring that more than one person is capable and responsible for speciĮc duƟes for Sewer System Management Plan implementaƟon, e.g., back-up personnel. x DesignaƟon of more than one LRO to help ensure full and conƟnuous coverage of duƟes. x TesƟng the phone noƟĮcaƟon system to ensure calls are received and routed to appropriate personnel.

APPENDIX 2 INCLUSIONS
x None

LEGAL AUTHORITY
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 25 of 69

3. Legal Authority

WDR REQUIREMENTS
AƩ. D-3 (pg. D-4)
“The Plan must include copies or an electronic link to the Enrollee’s current sewer system use ordinances, service agreements and/or other legally binding procedures to demonstrate the Enrollee possesses the necessary legal authority to:
x Prevent illicit discharges into its sanitary sewer system from inŇow and inĮltraƟon (I&I); unauthorized stormwater; chemical dumping; unauthorized debris; roots; fats, oils, and grease; and trash, including rags and other debris that may cause blockages; x Collaborate with storm sewer agencies to coordinate emergency spill responses, ensure access to storm sewer systems during spill events, and prevent unintenƟonal cross connecƟons of sanitary sewer infrastructure to storm sewer infrastructure; x Require that sewer system components and connecƟons be properly designed and constructed;
x Ensure access for maintenance, inspecƟon, and/or repairs for porƟons of the service lateral owned and/or operated by the Enrollee;
x Enforce any violaƟon of its sewer ordinances, service agreements, or other legally binding procedures; and
x Obtain easement accessibility agreements for locaƟons requiring sewer system operaƟons and maintenance, as applicable.

COMPLIANCE
Legal Authority Overview
General City Law
The City of San Clemente is a general law city formed in 1928 under the provisions of the California Government Code. As set forth in Title 4 of the California Government Code (SecƟons 38900-38902), general law ciƟes have the power to acquire, construct, operate, and maintain sewer systems, and to establish and enforce regulaƟons associated with the construcƟon, operaƟon, funding, or maintenance of the sewer system faciliƟes.

San Clemente Municipal Code
RegulaƟons regarding the construcƟon, operaƟon, and use of the City's sewer faciliƟes are set forth in the San Clemente Municipal Code (hereinaŌer Municipal Code). Title 13 of the Municipal Code addresses public services. Title 13, Chapter 28 (13.28) of the Municipal Code establishes waste discharge pre-treatment and system source control regulaƟons. Title 13, Chapter 30 (13.30) of the Municipal Code establishes regulaƟons regarding the discharge of fats, oils, and grease (FOG) and the regulaƟon of food service establishments and FOG dischargers. The City's Municipal Code is available for download at the following website:
hƩps://library.municode.com/ca/san_clemente/codes/code_of_ordinances

LEGAL AUTHORITY
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 26 of 69 City RelaƟonship to South Orange County Wastewater Authority (SOCWA) California Government Code SecƟons 55080-55093 allow public agencies to enter into agreements providing for the joint construcƟon and maintenance of public works. The City is a member of the SOCWA, a joint powers agency formed by the City and adjoining agencies to operate joint wastewater collecƟon, treatment, and disposal faciliƟes.

The City of San Clemente Water ReclamaƟon Plant (San Clemente WRP) discharges treated wastewater to the SOCWA San Juan Creek Ocean Ouƞall. The San Clemente WRP discharge to the SOCWA ocean ouƞall is regulated under a NPDES permit issued to SOCWA. While the City maintains and operates sewer collecƟon faciliƟes, the City's Municipal Code provides that SOCWA is the lead agency responsible for ensuring compliance with NPDES requirements and ensuring compliance with federal industrial pre-treatment requirements.

Access and Control of Wastewater FaciliƟes
Wastewater collected by the City of San Clemente is almost exclusively derived from a service area that is within the incorporated area of the City. The City maintains direct authority over and control of these faciliƟes under Title 13, Chapters 24, 28, and 30 of the Municipal Code.

One area outside the incorporated area of the City that contributes wastewater to the City’s system is the San Mateo Campground within San Onofre State Beach, which is operated by the State of California Parks Department. An interagency service agreement sets forth responsibiliƟes and authoriƟes of the two agencies for the discharge of California Parks Department wastewater to the City's sewer system. The agreement also delineates responsibiliƟes among the two agencies for inspecƟng, operaƟng, and maintaining sewer connecƟon faciliƟes between the Parks Department and the City. The City maintains authority to regulate and control discharges from the Parks Department to the City's system, and to respond to and correct/terminate spills that occur within the City's incorporated area.

In addiƟon, an agreement between the City and the Santa Margarita Water City (SMWD) allows for wastewater from a porƟon of the SMWD to be directed to the City collecƟon system for treatment. The agreement also addresses cost sharing, and the transfer of City of San Clemente recycled water to the SMWD. This agreement also establishes responsibiliƟes between the City and SMWD for prevenƟng and responding to spills.

SpeciĮcally, the City complies with each of the individual above requirements as described below:
a. Authority to Prevent Illicit Discharges into City’s Wastewater CollecƟon System is provided by Ordinance/Code.

City Municipal Code, Title 13, Chapter 24 (13.24) of the Municipal Code sets forth regulaƟons regarding prohibited sewer discharges, sewer construcƟon, sewer inspecƟon, sewer connecƟons, and sewer system fees and charges.
b. The City's pre-planned collaboraƟon and coordinaƟon with storm drain agencies.

The City owns and operates the storm drain system within the City Limits. Both the sewer and storm drain faciliƟes are within the Streets and Sewer Division. Should sewage discharge to a storm drain facility, City staī has full authority miƟgate the impact of the spill.

LEGAL AUTHORITY
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 27 of 69 c. Require that sewer system components and connecƟons be properly designed and constructed.

City Municipal Code, Chapter 13.24 (Sewer Service System) designates the City Engineer as being responsible for regulating and enforcing sewer system design, construcƟon, connecƟon, inspecƟon, and repair.
d. Ensure access for maintenance, inspecƟon, and/or repairs for porƟons of the service lateral owned and/or operated by the Enrollee.

City Municipal Code, Article III fulĮlls this legal requirement. e. Enforce any violaƟon of its sewer ordinances, service agreements, or other legally binding procedures.

Powers to enforce compliance with sewer discharge regulaƟons are established in SecƟon 13.28.120 of the City Municipal Code. In accordance with the provisions of the 13.28.120(A) of the City Municipal Code, actions that may be taken by the City in enforcing compliance include: issuing noƟce of noncompliance forms, issuing noƟce of violaƟon forms, issuing administraƟve orders (probaƟon, show cause, or cease and desist orders), peƟƟoning the courts for injuncƟon or civil penalties, signing criminal complaints, suspending or revoking wastewater discharge permits, terminaƟng services, or administraƟve complaints.

ArƟcle IX of the City Municipal Code establishes speciĮc enforcement provisions for the City's industrial discharge pre-treatment program. As provided within the Municipal Code, an escalaƟng range of enforcement acƟons are available to the City in regulaƟng sewer use and sewer system discharges. ArƟcle IX of the City Municipal Code also:
x idenƟĮes required enforcement acƟons in response to speciĮc types of violaƟons, x idenƟĮes speciĮc civil liability penalƟes,
x sets forth criminal penalƟes, and
x establishes an appeal process and appeal requirements.

EFFECTIVENESS
The City uƟlizes the following Key Performance Indicators for measuring eīecƟveness of this Element:
x Are the City ordinances and standards adequate for fulĮlling the Sewer System Management Plan legal requirements?
x Does the City have a process in place for periodic review and evaluaƟon of ordinances? x Have there been instances when the code or ordinance did not address a need or circumstance?

LEGAL AUTHORITY
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 28 of 69

IMPLEMENTATION PLAN/SCHEDULE
No. Plan Schedule Responsible Party
Dir UM Supt

3.1 Review Ordinance to conĮrm all documents provide
necessary required legal authority.

Once per 6-year SSMP
Update Cycle XX

3.2 Confer with storm drain owners to ensure current
pracƟces and contact informaƟon are up to date. Annually XX

3.3 Monitor and Document occasions when ordinance(s)
failed to address issues as intended. ConƟnuously X XX

RESILIENCE
Resilience is addressed in Element 3 by:
x Keeping abreast of industry trends and local ordinances that may aīect operaƟons.

APPENDIX 3 INCLUSIONS
x None

OPERATION AND MAINTENANCE PROGRAM
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 29 of 69

4. OperaƟon and Maintenance Program

WDR REQUIREMENTS
AƩ. D-4 (pg. D-4)
“The Plan must include the items listed below that are appropriate and applicable to the Enrollee’s system.”

4.1. Updated Map of Sewer System

WDR REQUIREMENTS
AƩ. D-4.1 (pg. D-4)
“An up-to-date map(s) of the sanitary sewer system, and procedures for maintaining and providing State and Regional Water Board staī access to the map(s). The map(s) must show gravity line segments and manholes, pumping faciliƟes, pressure pipes and valves, and applicable stormwater conveyance faciliƟes within the sewer system service area boundaries.”

COMPLIANCE
System maps include gravity mains, force mains, manholes, pump staƟons, property boundaries and addresses, creek locaƟons, and storm drain mapping, and pipe asset informaƟon (ID number, diameter, Ňow direcƟon, segment length, material type, and age).

The City maintains current sewer maps for all City-owned infrastructure. The City’s CMMS (Lucity) is uƟlized for documenƟng and addressing any map errors Ňagged by Įeld operators to be addressed for ensuring all maps are up to date. The City’s goal for correcƟng all noted errors Ňagged by Įeld staī within 30 days (monthly).

The Engineering Department maintains an up-to-date atlas of maps showing current sewer system faciliƟes. As documented in the City's updated spill PrevenƟon Plan, the City's sewer system faciliƟes master maps are revised whenever:
x Sewer service faciliƟes (sewer mains, manholes, and pump staƟons) are connected within newly developed areas of the City's sewer service area,
x ExisƟng sewer collecƟon faciliƟes are modiĮed or upgraded as part of the City's Capital Improvements Plan,
x ExisƟng sewer collecƟon faciliƟes are modiĮed or upgraded as part of repairs, rehabilitaƟon, or maintenance work,
x City staī or contractors idenƟfy discrepancies on exisƟng maps, x City staī or contractors idenƟfy descripƟons or map designaƟons that could be misinterpreted, or
x City staīor contractors idenƟfy addiƟonal informaƟon what would be useful to include on the maps.

The UƟliƟes Manger is responsible for coordinaƟng with the Chief CollecƟons System Operator to ensure that the Public Works Director/City Engineer (or his/her designee) is noƟĮed of any Įeld repairs, maintenance, rehabilitaƟon work, or Įeld-noted discrepancies that require revision of exisƟng City sewer

OPERATION AND MAINTENANCE PROGRAM
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 30 of 69 collecƟon system maps. The Engineering Department under the direcƟon of the Public Works Director/City Engineer (or designee) is responsible for entering informaƟon from cerƟĮed as-built plans on new sewer mains or the replacement, rehabilitaƟon, repair, or relocaƟon of exisƟng mains.

The City's up-to-date sewer maps are prepared in electronic format and printed copies of the sewer system atlas are carried by work crews and spill response crew vehicles. The sewer system maps show:
x Version date,
x Distance scales, street names, and access notes,
x Names and locaƟons of wastewater pump staƟons,
x Diameters, direcƟons of Ňow, lengths (to scale), and construcƟon materials for gravity sewer mains, x LocaƟons, idenƟĮcaƟon numbers, and invert depths of manholes, x Diameters, direcƟons of Ňow, lengths (to scale), construcƟon materials, and pressure raƟngs for force mains, and
x LocaƟons of ancillary sewer collecƟon faciliƟes (e.g., siphons, valves, etc.).

A master electronic version of the City's sewer system map is maintained on the City's computer network, and copies are backed up weekly. The City is in the process of prinƟng its newest revision of sewer maps.

In addiƟon to up-to-date sewer system maps, the City also maintains up-to-date maps showing the locaƟons of underground storm drains. Maps showing the locaƟon of storm drain faciliƟes are available to Įeld personnel that respond to spills. The City updates its maps of storm drain faciliƟes when new storm drain faciliƟes are implemented, when exisƟng faciliƟes are modiĮed, and when Įeld crews indicate discrepancies in the exisƟng storm drain maps.

The City can provide a customized link to its latest sewer maps for Water Board staī upon request.

EFFECTIVENESS
The City uƟlizes the following Key Performance Indicators for measuring eīecƟveness of this Element:
x Were all map updates completed in a Ɵmely manner?
x Are all staī trained in the procedure for providing map update informaƟon? x Are newly installed sewer assets incorporated into the system maps? x Are there terrain features or assets that should be incorporated in future map updates (e.g. exposed pipe, siphons, ARVs, surface water, etc.)

IMPLEMENTATION PLAN/SCHEDULE
No Plan Schedule Responsible Party
Dir UM Supt

4.1.1 Review map update procedures with all aīected staī. During on-boarding XX

4.1.2 Review/ensure all newly installed faciliƟes have been updated and included in the system maps Each Project XX

OPERATION AND MAINTENANCE PROGRAM
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 31 of 69

4.2. PrevenƟve OperaƟon and Maintenance AcƟviƟes

WDR REQUIREMENTS
AƩ. D-4.2 (pgs. D-4/D-5)
”A scheduling system and a data collecƟon system for prevenƟve operaƟon and maintenance acƟviƟes conducted by staī and contractors. The scheduling system must include:
x InspecƟon and maintenance acƟviƟes;
x Higher-frequency inspecƟons and maintenance of known problem areas, including areas with tree root problems;
x Regular visual and closed-circuit television (CCTV) inspecƟons of manholes and sewer pipes.

The data collecƟon system must document data from system inspecƟon and maintenance acƟviƟes, including system areas/components prone to root-intrusion potenƟally resulƟng in system backup and/or failure.”

COMPLIANCE
The purpose of a work order system is to program and track all required inspecƟon and maintenance acƟviƟes within the collecƟon system to help proacƟvely prevent blockages/operaƟonal problems or spills.

The City CMMS for its collecƟon system Computerized Maintenance Management System (CMMS, Lucity) allows staī to review, analyze and make informed decisions regarding its assets and infrastructure including review of all data collected from Įeld work orders and inspecƟons.

The City’s CMMS (Lucity) is used for managing and documenƟng work orders implemented for cleaning, maintenance, and inspecƟons. Included are specialized reports that document the maintenance acƟviƟes for enhanced maintenance areas. Enhanced maintenance areas are areas that require more frequent maintenance due to FOG accumulaƟons or root intrusion. The City’s CMMS system maintains historical data for all maintenance acƟviƟes and provides a basis for criƟcal analysis and data-driven planning and decisionmaking today and into the future. This allows for prioriƟzing and planning rouƟne acƟviƟes such as CCTV inspecƟons, pipe cleaning and pump staƟon maintenance acƟviƟes.

In addiƟon, the CMMS is used to plan and schedule higher-frequency inspecƟon and maintenance acƟviƟes such as Hot Spot cleaning and selecƟve root control acƟviƟes. Emergency and other reacƟve acƟviƟes are documented in work orders as well.

The scheduling system allows staī to put certain acƟviƟes on a prevenƟve schedule where the CMMS automaƟcally creates work orders on a prescribed interval. Work orders for other acƟviƟes are generated by supervisory personnel (which includes the UƟliƟes Manager, Maintenance Superintendent, or the Chief CS operator) on an as-needed basis.

The City currently does not have CCTV capabiliƟes within its CMMS (Lucity) but is working towards upgrading addiƟonal soŌware to provide linkage to enhance communicaƟons and capabiliƟes between Įeld inspecƟon data/records and the exisƟng CMMS (Lucity). However, PACP condiƟon assessments from the CCTV surveys are loaded into Lucity and can be sorted and prioriƟzed based upon PACP assessment raƟngs.

OPERATION AND MAINTENANCE PROGRAM
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 32 of 69

EFFECTIVENESS
The City uƟlizes the following Key Performance Indicators for measuring eīecƟveness of this Element:
x Are the City’s maintenance, operaƟons, and engineering work orders periodically audited for accuracy and completeness?
x Does the City monitor “open,” “overdue,” or “not yet completed” work orders to ensure compleƟon of tasks?
x Are inspecƟon and maintenance acƟviƟes reducing the number and volume of spills? x Is maintenance work being completed as scheduled?

IMPLEMENTATION PLAN/SCHEDULE
No. Plan Schedule Responsible Party
Dir UM Supt

4.2.1 Monitor “Past Due” work orders to ensure criƟcal work is being completed Quarterly X

4.2.2 Review scheduled PMs to ensure the prescribed
schedule remains appropriate. Annually X

OPERATION AND MAINTENANCE PROGRAM
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 33 of 69

4.3. Training

WDR REQUIREMENTS
“In-house and external training provided on a regular basis for sanitary sewer system operaƟons and maintenance staī and contractors. The training must cover:
x The requirements of this General Order;
x The Enrollee’s Spill Emergency Response Plan procedures and pracƟce drills; x Skilled esƟmaƟon of spill volume for Įeld operators; and x Electronic CIWQS reporƟng procedures for staī submiƫng data.”

COMPLIANCE
The City’s training program covers several areas involving or associated with wastewater collecƟon systems and serves to develop and maintain highly qualiĮed, knowledgeable, and capable staī. This training is provided through a variety of modes (self-study, seminars, conferences, on-the-job, etc.) and begins from the Įrst day on the job and conƟnues regularly thereaŌer.

The City has an ongoing job skills training program including parƟcipaƟon in outside training programs and seminars. The City trains its employees in all aspects of the collecƟon system’s operaƟon and maintenance, including line cleaning and CCTV operaƟons and liŌ staƟon maintenance procedures. Training is conducted in spill response and remediaƟon. The City fully endorses CWEA CerƟĮcaƟon for its employees and uƟlizes CWEA cerƟĮcaƟon as a basis for promoƟon within the City (Grade I cerƟĮcaƟon is required within one year of employment). In addiƟon to job skills training, the City has an acƟve safety training program. Safety training is provided in-house and through outside programs and seminars.

Outside Contractor Training
The City has developed spill response procedures for Contract Service personnel who perform work for the City are required to:
x Immediately noƟfy the City of any sewage spill they encounter. x Make aƩempts to contain the spill.
x Cordon oī the area to keep the public safe.
x Remain onsite unƟl City staī arrives and relieves them.

Fischer Compliance LLC is also providing customized operaƟonal trainings for City staī to help supplement its exisƟng training program including spill emergency response operaƟons and CIWQS reporƟng. This training is expected to be completed by early September 2025.

EFFECTIVENESS
The City uƟlizes the following Key Performance Indicators for measuring eīecƟveness of this Element:
x Has all training been completed as scheduled?
x Have records of training and aƩendance been documented and maintained? x Have all staī demonstrated ability and knowledge aŌer each training event? x Have contractors received, at a minimum, direcƟon for reporƟng and responding to spills?

OPERATION AND MAINTENANCE PROGRAM
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 34 of 69

IMPLEMENTATION PLAN/SCHEDULE
No. Plan Schedule Responsible Party
Dir UM Supt

4.3.1 Review training documentaƟon to ensure all staī have received required training Annually X X

4.3.2 Review agreements with contractors and/or Pre-Job meeƟng minutes to ensure contract personnel have
received instrucƟon for responding to sewage spills
Each Contract XX

OPERATION AND MAINTENANCE PROGRAM
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 35 of 69

4.4. Equipment Inventory

WDR REQUIREMENTS
AƩ. D-4.4 (pg. D-5)
“An inventory of sewer system equipment, including the idenƟĮcaƟon of criƟcal replacement and spare parts.”

COMPLIANCE
The City maintains a host of equipment for both rouƟne maintenance and for conƟngency or emergency operaƟons. Included in this inventory are vehicles, pumps, and generators.

The City’s CMMS (Lucity) contains a complete inventory of the City’s collecƟon system assets. The maintenance program provides an inventory of parts needed to support the City’s maintenance acƟviƟes, which include weekly or monthly rounds that are logged in the CMMS (Lucity).

City uƟlizes asset management soŌware to manage the maintenance and repair of all of the City's wastewater treatment and collecƟon assets. The asset management soŌware idenƟĮes scheduled maintenance and repair acƟviƟes and is used to track repair/maintenance histories of equipment and pipelines. The City is in the process of updaƟng the asset management soŌware to improve system eĸciency and usefulness.

As part of the UƟliƟes Division maintenance management program, management personnel evaluate inventory needs for criƟcal components and spare parts. The City maintains an inventory of criƟcal components which include (1) spare pipes secƟons and Įƫngs, (2) spare parts, components, and Įƫngs for pump staƟons, and (3) spares for repair and response equipment. Table X summarizes criƟcal components and parts maintained in the City's inventory.

In establishing the required inventory of criƟcal components and spare parts, UƟliƟes Division management assesses supplies, components, and equipment necessary to allow for simultaneous repairs in two locaƟons.

CriƟcal components and spare parts are idenƟĮed on the basis of:
x historic parts/components inventory and use paƩerns,
x manufacturer's recommendaƟons,
x design engineer recommendaƟons,
x past failure history, likelihood of failure and risk associated with failure, x number of units in service requiring the parts/components, x operaƟng experience and recommendaƟons from Įeld crews, x preventaƟve maintenance schedules,
x parts/components availability from suppliers and Ɵme required to receive delivery, x cost (including delivery cost),
x parts/components availability from adjoining agencies, and x conƟngency/portable equipment needs.

Through mutual assistance programs, the City also maintains the ability to exchange or borrow pipe secƟons, Įƫngs, or other resources from adjoining agencies. The UƟliƟes Division also maintains an inventory of emergency repair components and equipment, including Ňexible connectors, sleeves, and

OPERATION AND MAINTENANCE PROGRAM
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 36 of 69 other Įƫngs. Further, UƟliƟes Division staī maintain a list of suppliers for criƟcal components, along with anƟcipated emergency delivery Ɵmes.

List of CriƟcal Components and Parts
Sewer Mains & Appurtenances:
x spare pipe secƟons for all common sewer pipe diameters x seals and Įƫngs for common pipe diameters
x manhole Įƫngs, covers, and manhole repair supplies emergency Pump StaƟons:
x spare pump seals, gaskets, Įƫngs, and hardware
x spare pump impellers and bearings
x spare motors
x spare controls, connecƟons, circuit-breakers, switches, and electrical components Tools and Emergency Equipment:
x spare repair equipment and tools
x spare communicaƟon devices
x back-up uƟlity and repair/response vehicles
x back-up generaƟng power
x faciliƟes and portable equipment to eīect emergency by-pass pumping at pump staƟons x other equipment and supplies required for responding to spills

EFFECTIVENESS
The City uƟlizes the following Key Performance Indicators for measuring eīecƟveness of this Element:
x Have inventory lists been audited as scheduled?
x Have any inventory deĮciencies or omissions been discovered and recƟĮed? x Has the City experienced any equipment failure that inhibited a spill response?

IMPLEMENTATION PLAN/SCHEDULE
No. Plan Schedule Responsible Party
Dir UM Supt

4.4.1 Audit inventory lists to ensure stock is adequate Annually X

4.4.2 Check with vendors to ensure lead Ɵmes for
criƟcal parts are as expected.

Annually or as
needed XX

4.4.3 Ensure contracts with emergency support
services are current Annually X

OPERATION AND MAINTENANCE PROGRAM
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 37 of 69

RESILIENCE
Resilience is addressed in Element 4 by:
x Monitoring equipment and criƟcal spare parts usage.
x Performing periodic audits of the vehicle and equipment inventory List.

APPENDIX 4 INCLUSIONS
x 4.1 Sewer OperaƟons and Maintenance Report (2015)

OPERATION AND MAINTENANCE PROGRAM
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 38 of 69 SpeciĮcaƟons 5.19 – OperaƟons and Maintenance

WDR REQUIREMENTS
SpeciĮcaƟon. 5.19 (pg. 27)
“To prevent discharges to the environment, the Enrollee shall maintain in good working order, and operate as designed, any facility or treatment and control system designed to contain sewage and convey it to a treatment plant.”

COMPLIANCE
The City complies with the above requirements with implementaƟon of the following work programs summarized below:

Pump StaƟons
The City maintains comprehensive O/M eīorts for pump staƟons as follows:
x Pump staƟons are inspected a minimum of three Ɵmes per week. AddiƟonally, UƟliƟes Division personnel can remotely monitor pump staƟon performance at the City's wastewater pump staƟons using the City's SCADA (supervisory control and data acquisiƟon) system. The SCADA system also provides 24-hour alert to UƟliƟes Division personnel when anomalous condiƟons are detected in any of the City's wastewater pump staƟons.
x PreventaƟve maintenance procedures and schedules for pump staƟons are established, in part, on the basis of manufacturer's maintenance recommendaƟons, the type and age of pump staƟon equipment, the type of pump and motor controls employed, pump staƟon Ňows, and past maintenance and operaƟon history.

PreventaƟve Maintenance (Mainlines)
The City designates sewer mainline reaches that may have an elevated risk of grease-related or root-related sewer main blockages. Areas with such elevated risk are idenƟĮed on the basis of (1) known grease dischargers, (2) results of prior inspecƟons, (3) locaƟon of trees, (4) past spill history, and (5) sewer main sizes, slopes, and velociƟes.

The City has implemented quarterly inspecƟon and cleaning of sewer mains in segments designated as potenƟally being at risk due to grease dischargers or roots. The City maintains a schedule of annual cleaning of the City's sewer main segments not designated in the grease-risk or root-risk categories. Video inspecƟon (CCTV) of the City mainline sewers along segments not within the grease or root risk categories are completed at approximately four-to-Įve-year cycles.

Manhole InspecƟons
The City currently has an informal manhole inspecƟon program limited to spot checking asset condiƟons in certain locaƟons. Also, when staī observe non-standard or deteriorated condiƟons in the Įeld, these observaƟons are logged in Lucity automaƟcally sent to engineering staī for review. AddiƟonally, the City is currently formalizing the manhole inspecƟon program to create a more comprehensive inspecƟon program covering all manhole locaƟons including use of a new manhole Įeld inspecƟon record form created in Lucity.

OPERATION AND MAINTENANCE PROGRAM
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 39 of 69 Easement Maintenance
Easements are inspected at least annually. Standard maintenance includes cleaning and inspecƟng infrastructure, trimming brush and trees, and verifying no new encroachments have been constructed or built within easements. Like other rouƟne O&M operaƟons, any abnormal observaƟons are logged in the CMMS (Lucity).

Pipe Repair/RehabilitaƟon
The City develops and annually updates a six-year Capital Improvements Plan (CIP) to plan and budget for six years of future capital improvement projects. UƟliƟes Division leaders idenƟfy and prioriƟze long-term faciliƟes improvements to lessen the potenƟal for spills. As part of this prioriƟzaƟon process, UƟliƟes Division management review exisƟng faciliƟes capaciƟes and performance, exisƟng wastewater Ňows and Ňow projecƟons, master planning documents, and input from Įeld personnel. In assessing replacement and rehabilitaƟon needs and prioriƟes, the UƟliƟes Division management considers:
x Prior master planning analyses and recommendaƟons;
x Age of exisƟng structures and faciliƟes;
x Rated capacity of exisƟng faciliƟes;
x Age, condiƟon, and anƟcipated life-span of equipment and controls; x Observed peak Ňows and projected peak Ňows;
x AnƟcipated future capacity needs;
x ConstrucƟon materials used in the exisƟng faciliƟes and the anƟcipated longevity of the materials; x Observed internal and external condiƟon of sewer collecƟon faciliƟes; x Soil condiƟons (including corrosion potenƟal or soil movement potenƟal); and x PotenƟal for erosion.

As part of assessment assessing faciliƟes rehabilitaƟon and replacement needs, UƟliƟes Division management also assess overall system capacity needs (see Element 8 of this SSMP). CIP recommendaƟons developed by UƟliƟes Division management are submiƩed to City management and elected oĸcials for review and approval. The approved CIP is used by the City in establishing budget and funding needs for the City's wastewater operaƟons.

The UƟliƟes Division operaƟons and faciliƟes improvements are funded through an enterprise fund.

Revenues for the enterprise fund are provided through sewer rates, connecƟon chargers, and fees. As part of City's CIP process, the City establishes a CIP fund within its budget to reserve suĸcient resources to fund planned CIP faciliƟes for each year of the six-year planning window. The reserve fund also includes a conƟngency for unplanned replacement and rehabilitaƟon expenditures. Long-term sewer rates are established by the City to support both operaƟng expenses and the long-term CIP funding needs.

Hot Spot Maintenance LocaƟons
The City implements a quarterly maintenance program for approximately 180 hot spots that are rouƟnely checked uƟlizing CCTV to ensure adequacy of problem areas on this list. The City contracts with ECIS (an outside contractor) and also works with South Orange County Wastewater Authority (SOCWA) to implement inspecƟons speciĮc to grease-producing faciliƟes (see Element 7 for more details). This includes installaƟon of grease interceptors for new and modiĮed businesses as required by City Municipal Code.

OPERATION AND MAINTENANCE PROGRAM
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 40 of 69 System Level Sensors
To be proacƟve, the City uƟlizes SmartCover Systems sensors installed in strategic locaƟons throughout the collecƟon system including lower elevaƟons to help improve spill readiness and response operaƟons, including providing early warning to operaƟons staī should sewage Ňow condiƟons change.

DESIGN AND PERFORMANCE PROVISIONS
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 41 of 69

5. Design and Performance Provisions

5.1. Updated Design Criteria/ConstrucƟon Standards/SpeciĮcaƟons

WDR REQUIREMENTS
AƩachment D-5.1 (pg. D-5)
“Updated design criteria, and construcƟon standards and speciĮcaƟons, for the construcƟon, installaƟon, repair, and rehabilitaƟon of exisƟng and proposed system infrastructure components, including but not limited to pipelines, pump staƟons, and other system appurtenances. If exisƟng design criteria and construcƟon standards are deĮcient to address the necessary component-speciĮc hydraulic capacity as speciĮed in secƟon 8 (System EvaluaƟon, Capacity Assurance and Capital Improvements) of this AƩachment, the procedures must include component-speciĮc evaluaƟon of the design criteria.”

COMPLIANCE
To ensure consistency in the design and construcƟon of collecƟon system faciliƟes, the City has current Design Standards which are scheduled to be updated Winter 2025.

Overview of Design and InspecƟon Standards
The City Municipal Code empowers the City Engineer to develop, update, and enforce design standards. In accordance with this authority, the City Engineer establishes sewer design and performance standards within "Standard Provisions and Standard Drawings for the ConstrucƟon of Sewerage FaciliƟes" (hereinaŌer Standard Provisions).

AddiƟonal technical standards and general construcƟon notes are presented in "Engineering Division Technical Standards" (hereinaŌer Technical Standards). A current version of the City's Standard Provisions and Technical Standards are available for download on the City's website online.

The City requires that new sewer collecƟon faciliƟes be designed and constructed in accordance with the Standard Provisions. The City also requires that repairs or rehabilitaƟon work on exisƟng sewer collecƟon faciliƟes be designed and constructed in accordance with the Standard Provisions. The Standard Provisions and Technical Standards address:
x PreparaƟon of construcƟon drawings and speciĮcaƟons for sewer facilities, x Design criteria and materials specifications,
x Procedures for the review of construcƟon drawings and speciĮcaƟons by the City Engineer, x ConstrucƟon of new or rehabilitated sewer faciliƟes, and x City inspecƟon, review, and approval of constructed sewer facilities.

The Standard Provisions apply to all design and construcƟon work performed on City sewers, including work performed by the City, by other government agencies, or by private contractors.

DESIGN AND PERFORMANCE PROVISIONS
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 42 of 69 Plan SubmiƩal
Per SecƟon V of the Standard Provisions, plans and speciĮcaƟons for all sewer system work must be submiƩed to the City Engineer both in hard copy format and digital graphic GIS (geographic informaƟon system) format.

The City Engineer reviews the plans and speciĮcaƟons for conformance with the Standard Provisions and Technical Standards. Per authority established in the City's Municipal Code, the City Engineer maintains the Įnal decision regarding interpretaƟon of the Standard Provisions and may require modiĮcaƟon or redesign of sewer facility plans or speciĮcaƟons to ensure conformance with the Standard Provisions and Technical Standards.

The City requires that new sewer collecƟon faciliƟes be designed and constructed in accordance with the Standard Provisions. The City also requires that repairs or rehabilitaƟon work on exisƟng sewer collecƟon faciliƟes be designed and constructed in accordance with the Standard Provisions. The Standard Provisions and Technical Standards address:
x PreparaƟon of construcƟon drawings and speciĮcaƟons for sewer facilities, x Design criteria and materials specifications,
x Procedures for the review of construcƟon drawings and speciĮcaƟons by the City Engineer, x ConstrucƟon of new or rehabilitated sewer faciliƟes, and x City inspecƟon, tesƟng, review, and approval of constructed sewer facilities.

The Standard Provisions apply to all design and construcƟon work performed on City sewers, including work performed by the City, by other government agencies, or by private contractors.

EFFECTIVENESS
The City uƟlizes the following Key Performance Indicators for measuring eīecƟveness of this Element:
x Are plan checking QA/QC processes helping to ensure adherence to the standards?

IMPLEMENTATION PLAN/SCHEDULE
No. Plan Schedule Responsible Party
Dir Eng UM

5.1.1 Ensure all project plans are approved in accordance with the City’s Standard SpeciĮcaƟons and Details. Each Project X

5.1.2 Verify design standards are adequate and consistent with current standards of pracƟce. Each Project X

DESIGN AND PERFORMANCE PROVISIONS
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 43 of 69

5.2. Procedures and Standards

WDR REQUIREMENTS
AƩachment D-5.2 (pg. D-5)
“Procedures, and standards for the inspecƟon and tesƟng of newly constructed, newly installed, repaired, and rehabilitated system pipelines, pumps, and other equipment and appurtenances.”

COMPLIANCE
The City Municipal Code requires appropriate tesƟng of new sewers including sewer line air tesƟng and manhole tesƟng.

EFFECTIVENESS
The City uƟlizes the following Key Performance Indicators for measuring eīecƟveness of this Element:
x Were any design or installaƟon deĮciencies found during warranty inspecƟons? x Are deviaƟons from standard procedures and/or specs, tesƟng, etc., jusƟĮed and documented? x Does the City stay abreast of industry design standards and technical advances in the industry? x In addiƟon to the City’s Sanitary Sewer OverŇow and Backup Response Plan, the City has developed a Disaster OperaƟons Plan (DOP). The DOP provides City employees with informaƟon and instrucƟon in the event of a local disaster that impacts the treatment plant, liŌ staƟons, metering sites, and other City faciliƟes.

IMPLEMENTATION PLAN/SCHEDULE
No. Plan Schedule Responsible Party
Dir Eng UM

5.2.1 Verify inspecƟon procedures are adequate and
consistent with current standards of pracƟce Each Project X

RESILIENCE
Resilience is addressed in Element 5 by:
x Staying abreast of industry trends and standards.
x Performing warranty inspecƟons of newly installed or repaired assets to evaluate design and installaƟon pracƟces.
x EvaluaƟng as-built changes for trends and areas for design and performance improvements.

APPENDIX 5 INCLUSIONS
x None

SPILL EMERGENCY RESPONSE PLAN
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 44 of 69

6. Spill Emergency Response Plan

WDR REQUIREMENTS
AƩachment D-6 (pg. D-6)
“The Plan must include an up-to-date Spill Emergency Response Plan to ensure prompt detecƟon and response to spills to reduce spill volumes and collect informaƟon for prevenƟon of future spills. The Spill Emergency Response Plan must include procedures to:
x NoƟfy primary responders, appropriate local oĸcials, and appropriate regulatory agencies of a spill in a Ɵmely manner;
x NoƟfy other potenƟally aīected enƟƟes (for example, health agencies, water suppliers, etc.) of spills that potenƟally aīect public health or reach waters of the State; x Comply with the noƟĮcaƟon, monitoring and reporƟng requirements of this General Order, State law and regulaƟons, and applicable Regional Water Board Orders; x Ensure that appropriate staī and contractors implement the Spill Emergency Response Plan and are appropriately trained;
x Address emergency system operaƟons, traĸc control and other necessary response acƟviƟes;
x Contain a spill and prevent/minimize discharge to waters of the State or any drainage conveyance system;
x Minimize and remediate public health impacts and adverse impacts on beneĮcial uses of waters of the State;
x Remove sewage from the drainage conveyance system;
x Clean the spill area and drainage conveyance system in a manner that does not inadvertently impact beneĮcial uses in the receiving waters; x Implement technologies, pracƟces, equipment, and interCity coordinaƟon to expedite spill containment and recovery;
x Implement pre-planned coordinaƟon and collaboraƟon with storm drain agencies and other uƟlity agencies/departments prior, during, and aŌer a spill event; x Conduct post-spill assessments of spill response acƟviƟes; x Document and report spill events as required in this General Order; and x Annually, review and assess eīecƟveness of the Spill Emergency Response Plan, and update the Plan as needed.”

SPILL EMERGENCY RESPONSE PLAN
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 45 of 69

COMPLIANCE
The City’s Spill Emergency Response Plan (SERP) is a stand-alone document updated by the City in May of 2023 containing the following core areas:
x Ch. 1– IntroducƟon (WDR requirements, purpose, and preparaƟon of the SERP x Ch. 2 – Spill DetecƟon (overview of the collecƟon system, potenƟal spill sources and methods of detecƟon, present target spill response Ɵmes)
x Ch. 3 – Equipment and Personnel (staĸng/organizaƟon, training, available response equipment) x Ch. 4 – Spill Response AcƟons (Įeld response overview, assessment, OES, site perimeter and traĸc control, containment/diversion, posƟng, terminaƟon, assessment/cleanup/restoraƟon, reporƟng/follow-up acƟons, and record keeping
The City is currently contracted with Fischer Compliance LLC to complete a Compliance EvaluaƟon InspecƟon (CEI) and Audit as part of the 2025 SSMP Update process to further evaluate its compliance, implementaƟon and eīecƟveness of the SSMP. The completed SSMP Audit will include a review of the City’s exisƟng SERP and is expected to be Įnalized in October 2025.

EFFECTIVENESS
The City uƟlizes the following Key Performance Indicators for measuring eīecƟveness of this Element:
x Have staī’s spill response eīorts helped to prevent the discharge of sewage to surface waters? x Do post-spill assessments indicate staī are following the procedures outlined in the SERP? x Is SERP training eīecƟve and are trainees demonstraƟng adequate knowledge and abiliƟes?

IMPLEMENTATION PLAN/SCHEDULE
No. Plan Schedule Responsible Party
Dir UM Supt

6.1 Perform SERP training including pracƟce drills. Annually X

6.2 Review Post Spill Assessments to ensure adherence and to indemnify any trends that should be addressed Annually X X X

RESILIENCE
Resilience is addressed in Element 6 by:
x MulƟple staī are trained to respond to spill events.
x Post-spill assessments are conducted to evaluate staī’s adherence to the SERP and to idenƟfy areas for improvement.
x Data collecƟon forms are used to direct staī to collect all the required data to be submiƩed to CIWQS and are designed as a guide to a proper spill event response. x The City employs several diīerent spill volume esƟmaƟon methods to account for diīerent circumstances.

SPILL EMERGENCY RESPONSE PLAN
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 46 of 69 APPENDIX 6 INCLUSIONS
x None

SEWER PIPE BLOCKAGE PROGRAM
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 47 of 69

7. Sewer Pipe Blockage Program

WDR REQUIREMENTS
AƩachment D-7 (pg. D-7)
“The Sewer System Management Plan must include procedures for the evaluaƟon of the Enrollee’s service area to determine whether a sewer pipe blockage control program is needed to control fats, oils, grease, rags and debris. If the Enrollee determines that a program is not needed, the Enrollee shall provide jusƟĮcaƟon in its Plan for why a program is not needed.

The procedures must include, at minimum:
x An implementaƟon plan and schedule for a public educaƟon and outreach program that promotes proper disposal of pipe-blocking substances;
x A plan and schedule for the disposal of pipe-blocking substances generated within the sanitary sewer system service area. This may include a list of acceptable disposal faciliƟes and/or addiƟonal faciliƟes needed to adequately dispose of substances generated within a sanitary sewer system service area;
x The legal authority to prohibit discharges to the system and idenƟfy measures to prevent spills and blockages.
x Requirements to install grease removal devices (such as traps or interceptors), design standards for the removal devices, maintenance requirements, best management pracƟces requirements, recordkeeping and reporƟng requirements; x Authority to inspect grease producing faciliƟes, enforcement authoriƟes, and whether the Enrollee has suĸcient staī to inspect and enforce the fats, oils, and grease ordinance; x An idenƟĮcaƟon of sanitary sewer system secƟons subject to fats, oils, and grease blockages and establishment of a cleaning schedule for each secƟon; and x ImplementaƟon of source control measures for all sources of fats, oils, and grease reaching the sanitary sewer system for each secƟon idenƟĮed above.”

COMPLIANCE
In many sanitary sewer collecƟon systems Fats, Oils, and Grease (FOG) is known to be a signiĮcant cause, and or contributor, of sewer blockages in pipe and the cause of operaƟonal disrupƟons and damage to sewage pump staƟons. Although service areas that include commercial and insƟtuƟonal food service establishments (FSEs) are obvious sources of FOG, residenƟal communiƟes, especially those of medium and high-density mulƟ-family residences, can also be a signiĮcant source of FOG. It is the purpose of the Regional FOG Control Program to ensure all customers in our service area are following the City Ordinance, and state and federal requirements, to prevent sewage overŇows caused by FOG related blockages in our sewer collecƟon system.

Overview of FOG Control
The sanitary sewer system tributary to the San Clemente WRP is operated and maintained by the UƟliƟes Division. As discussed in Element 3 of this SSMP, the City coordinates with SOCWA for implemenƟng the City's industrial waste pre-treatment program. Pre-treatment responsibiliƟes within the UƟliƟes Division are currently split among personnel in the wastewater and water quality units. The Environmental

SEWER PIPE BLOCKAGE PROGRAM
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 48 of 69 OperaƟons Superintendent is responsible for coordinaƟng pre-treatment acƟviƟes between the UƟliƟes Division units and SOCWA.

The City's Municipal Code establishes prohibiƟons against FOG-related sewer line blockages, and establishes a local limit for the discharge of FOG. The City Municipal Code also provides SOCWA and the City with authority to:
x Evaluate and regulate the discharge of substances (including FOG) which may lead to sewer line blockage,
x Develop and implement required pre-treatment faciliƟes and design standards, and enforce discharger compliance with the standards,
x Inspect FOG generaƟng faciliƟes and enforce compliance with FOG limits established within or pursuant to the Municipal Code, and
x Take other acƟons necessary to prevent the potenƟal for sewer main blockage.

As part of the City's FOG program, the UƟliƟes Division conducts video inspecƟons of all sewer mains and maintains a database of FOG-related blockages, grease buildups, and required sewer cleanings. On the basis of this informaƟon, the City designates sewer main reaches that are considered to have an increased risk of FOG-related blockage. For such at-risk secƟons, the City conducts quarterly cleaning and more frequent video monitoring.

Public Outreach
Pamphlets and other handouts from the Water Environment FederaƟon and other sources are made available at the City oĸce and are available at the several community events the City parƟcipates in.

Outreach to Commercial and ResidenƟal Users
The City's outreach to commercial and residenƟal users includes web-based and printed educaƟon literature on FOG issues, proper FOG disposal, and FOG BMPs. The literature is posted on the City's website and highlights the fact that grease is the most common cause of pipe blockages. The FOG educaƟon literature stresses such household BMPs such as:
x Not discharging oil or grease down garbage disposals, drains, or toilets, x Solidifying household cooking oils and grease with cat liƩer or coīee grounds, and placing the solidiĮed grease into sealed containers for disposal with solid waste, x Scraping leŌover food and grease into the trash,
x Wiping grease from cooking pans with paper towels prior to washing, and disposing of the paper towels with solid waste,
x Placing paper towels over the sink drain basket when washing greasy pans to catch grease and food parƟcles,
x The need for periodic inspecƟon/maintenance of sewer laterals, and x The need to call the City before cleaning private laterals so the City can remove any debris that is pushed into the public sewer line from cleaning the lateral.

Waste Oil EducaƟon
The City also maintains a public outreach program directed toward educaƟng the public on proper disposal and recycling of automoƟve oil. This outreach program includes the development and distribuƟon of literature on proper procedures for waste oil recycling and publishing lists of faciliƟes where automoƟve oil

SEWER PIPE BLOCKAGE PROGRAM
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 49 of 69 can be returned for recycling. This informaƟon is posted on the City's website. AddiƟonally, waste oil recycling signs and informaƟon are posted at parƟcipaƟng oil recycling faciliƟes.

As a further outreach tool, the City makes plasƟc waste oil recycling containers available to the public for use in recycling waste oil. The containers contained instrucƟons on oil recycling and contact informaƟon for a list of recycling faciliƟes.

The City's website presents recommended BMPs for proper handling and disposal of household waste grease and oil. As noted above, the public outreach informaƟon on the City's website recommends that household oils and grease be poured into containers for disposal with solid waste. The City's website also provides contact informaƟon for the public to use for addressing quesƟons concerning proper disposal of household waste grease and oil.

Pipe Blocking Substances
The City disposes of waste materials collected from the collecƟon system during rouƟne O&M at its wastewater treatment plant either daily or on an as-needed basis.

Codes/Ordinance Legal Authority to Prohibit Certain Discharges to Prevent spills.

The City maintains and exercises the authority to prohibit or regulate FOG discharges to the sewer. The City also maintains the authority to idenƟfy and implement measures to prevent spills and blockages.

As discussed within Element 3, the City's Municipal Code prohibits the discharge of FOG or other substances which may cause stoppage or blockage of sewer lines. SecƟon 13.28.300 of the Municipal Code establishes a speciĮc local limit of 300 milligrams per liter for oil and grease. The City Municipal Code empowers the City Manager (or his/her designee) responsibility for determining the acceptability of wastewater for discharge to the City's sewer system. In determining the acceptability of wastes, the Municipal Code speciĮes that the City Manager (or his/her designee) consider eīects on the public, sewer collecƟon faciliƟes and maintenance, public and private property, the environment, and nuisance condiƟons.

The City Municipal Code requires users to provide wastewater pre-treatment faciliƟes that incorporate best pracƟcable technology to comply with established discharge provisions, standards, and local limits. The Municipal Code authorizes the City to review and approve such pre-treatment devices, and requires the City Engineer to develop, update, and enforce design standards for sewer collecƟon and sewer discharge faciliƟes.

SecƟon 13.30.050 of the City Municipal Code requires food service establishments and FOG generators to obtain a discharge permit that requires installaƟon and proper operaƟon of grease removal faciliƟes, implementaƟon of waste oil collecƟon or recycling, implementaƟon of FOG BMPs and BMP training.

Code/Ordinance Authority To Require Grease Control Devices Pursuant to authority established in the Municipal Code the City requires pre-treatment for the removal of FOG. Grease control devices are required for all food establishments or faciliƟes with kitchen equipment that have the potenƟal to produce grease. Grease interceptors may include gravity grease interceptors (GGIs) or hydro-mechanical grease interceptors (HMGIs). Grease interceptors for food establishments are required except in circumstances where the City determines that site restricƟons make it impracƟcal to install interceptors. In such circumstances, the City may require alternaƟve grease control devices and/or implementaƟon of grease prevenƟon BMPs. The City may also require GGIs or HMGIs for automoƟve or other maintenance faciliƟes designated by the City as represenƟng a threat for the discharge of FOG.

SEWER PIPE BLOCKAGE PROGRAM
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 50 of 69 Grease Interceptor Requirements.

In accordance with design standards established by the City, grease interceptors are required to have:
x a minimum capacity of 750 gallons, and be sized in accordance with the most recent Uniform Plumbing Code adopted by the City,
x a sample box, with a sanitary tee inside the sample box on the outlet side, x a vent,
x a running trap,
x two-way cleanout-s prior to the connecƟon to the sewer lateral, x a manhole at each internal baŋe, with no more than 10 feet between manholes, x no hidden internal baffles,
x grade rings that are grouted and sealed, and
x lids that are traĸc sealed.

The City requires that the interceptors and all associated connecƟons be inspected and approved by the City prior to backĮll. AddiƟonally, the City requires that all interceptors be Įlled with water for leak detecƟon prior to backĮll.

Grease and Oil BMPs
SecƟon 13.30.050 of the City Municipal Code requires food service establishments and FOG generators to:
x Implement a series of speciĮed kitchen management BMPs, x Maintain an employee BMP training program, and
x Post BMP signs at the establishment.

In addiƟon to specifying required BMPs within the City Municipal Code and within discharge permits issued to food service establishments and FOG generators, the City also lists the required grease removal BMPs at the City's website.

Code/Ordinance Authority To Inspect Grease Producing FaciliƟes The City's Municipal Code establishes the City's authority to inspect FOG dischargers and enforce FOG limits.

SecƟons 13.28.570 and 13.30.050 of the Municipal Code provide the City with authority to inspect and monitor sewer users to ensure compliance with applicable discharge standards, discharge permit standards, local limits, and sewer discharge regulaƟons. SecƟon 13.28.660 provides City staī with right to entry for sewer user inspecƟons and monitoring. SecƟon 13.28.120 and ArƟcle IX of the Municipal Code provides the City with authority to enforce compliance with:
x Discharge prohibiƟons, standards, and requirements established within the Municipal Code, or x Discharge policies, design standards, and other requirements established by the City pursuant to authoriƟes established within the Municipal Code.

InspecƟon and Enforcement Staĸng.

The City coordinates with SOCWA for ensuring compliance with federal industrial discharge pre-treatment requirements governing Categorical Industrial Users (CIUs) and SigniĮcant Industrial Users (SIUs). Food service and automoƟve dischargers which not subject to federal regulaƟon as CIUs or SIUs are regulated by the City in accordance with provisions established in the City's Municipal Code.

SEWER PIPE BLOCKAGE PROGRAM
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 51 of 69 The City contracts out duƟes for inspecƟng and regulaƟng potenƟal FOG dischargers to a private FOG inspecƟon company, which provides FOG inspecƟon and regulaƟon duƟes under the supervision of the Assistant UƟliƟes Manager, who has overall responsibility for the Wastewater CollecƟon System Division.

The Assistant UƟliƟes Manager (supported as required by the private contractor and by staī within the UƟliƟes Division wastewater and water quality units) is responsible for coordinaƟng and implemenƟng FOGrelated enforcement acƟons.

PorƟons Of The System Subject To Fog And O&M For Areas Known To Be Subject To Fog The City maintains an ongoing list of grease prone areas for increased cleaning frequency and performs CCTV inspecƟons of upstream laterals to determine the source of FOG contribuƟons. sewer main cleaning in areas designated as having an increased risk of FOG-related or root-related blockage. The City schedules at least quarterly cleaning of sewer mains in areas designated as having an elevated risk for FOG-related or root-related blockages. Based on results from ongoing television video inspecƟons, the City may also target cleaning problem sewer reaches more frequently than quarterly.

City Source Control Program
The City’s Pre-treatment Program Procedures includes an Oil and Grease Control Program which is the City’s FOG Control Program. Food service establishments (FSEs) who discharge or have the potenƟal to discharge FOG into the City’s sanitary collecƟon system are required to obtain an Oil and Grease Control Program Permit from the City. The City coordinates with SOCWA and also relies on its outside contracted services for supporƟng this eīort as described in SpeciĮcaƟon 5.19 above. To be proacƟve, the City quarterly reviews all data provided by contracted services for FSE inspecƟons to track compliance and address noncompliance.

EFFECTIVENESS
The City uƟlizes the following Key Performance Indicators for measuring eīecƟveness of this Element:
x Have there been any blockages/spills from any idenƟĮed problem areas? x Are the debris and other sewage solids collected during cleaning acƟviƟes being disposed of appropriately?
x Have there been spills due to excessive fats, oil, grease, roots, or non-disposable wipes discovered in the sewer system during the audit period?
x Are there repeat oīenders among FSEs?
x Are enforcement trends decreasing?
x Are Source Control and CollecƟon staī included in the plan check process?

IMPLEMENTATION PLAN/SCHEDULE
No Plan Schedule Responsible Party
Dir UM Supt

7.1 Review/evaluate enforcement and inspecƟon Įndings
and implement changes as necessary. ConƟnuously X X X

7.2 Review spill rates and causes and make changes to
maintenance programs, as necessary.

Every spill
requiring Spill
Report
XXX

SEWER PIPE BLOCKAGE PROGRAM
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 52 of 69

RESILIENCE
Resilience is addressed in Element 7 by:
x InspecƟon of select assets directly downstream of grease producing businesses to ensure source control is eīecƟve.
x ResidenƟal FOG outreach and educaƟon program.
x Performance of regular assessments of system assets to monitor performance. x QA/QA process for evaluaƟng pipe cleaning eīecƟveness. x Daily disposal of pipe blocking materials retrieved during maintenance acƟviƟes.

APPENDIX 7 INCLUSIONS
x None

8. System EvaluaƟon, Capacity Assurance, Capital Improvements

WDR REQUIREMENTS
AƩachment D-8 (pg. D-)
“The Plan must include procedures and acƟviƟes for:
x RouƟne evaluaƟon and assessment of system condiƟons;
x Capacity assessment and design criteria;.
x PrioriƟzaƟon of correcƟve acƟons; and
x A capital improvement plan.”

8.1. System EvaluaƟon and CondiƟon Assessment

WDR REQUIREMENTS
AƩachment D-8.1 (pgs. D-7/D-8)
“The Plan must include procedures to:
x Evaluate the sanitary sewer system assets uƟlizing the best pracƟces and technologies available;
x IdenƟfy and jusƟfy the amount (percentage) of its system for its condiƟon to be assessed each year;
x PrioriƟze the condiƟon assessment of system areas that:
x Hold a high level of environmental consequences if vulnerable to collapse, failure, blockage, capacity issues, or other system deĮciencies; x Are located in or within the vicinity of surface waters, steep terrain, high groundwater elevaƟons, and environmentally sensiƟve areas;
x Are within the vicinity of a receiving water with a bacterial-related impairment on the most current Clean Water Act secƟon 303(d) List.
x Assess the system condiƟons using visual observaƟons, video surveillance and/or other comparable system inspecƟon method;
x UƟlize observaƟons/evidence of system condiƟons that may contribute to exiƟng of sewage from the system which can reasonably be expected to discharge into a water of the State;
x Maintain documents and recordkeeping of system evaluaƟon and condiƟon assessment inspecƟons and acƟviƟes; and
x IdenƟfy system assets vulnerable to direct and indirect impacts of climate change, including but not limited to: sea level rise; Ňooding and/or erosion due to increased storm volumes, frequency, and/or intensity; wildĮres; and increased power disrupƟons.”

COMPLIANCE
The above requirements are addressed in order below:

CollecƟon System Assessments
The assessment of a collecƟon system involves every component of the City collecƟon system, including pipelines, manholes, and pump staƟons. The assessment of pipeline condiƟon is the most signiĮcant condiƟon assessment responsibility the City has. It is of key importance to regularly perform pipeline condiƟon assessments to iniƟally establish a condiƟon baseline and to monitor condiƟon changes over Ɵme.

CCTV InspecƟons
The City owns its own CCTV equipment and performs CCTV inspecƟons of its pipelines using digital video capture and storage. This video provides baseline informaƟon which is being updated as they conƟnue their annual CCTV program. CCTV inspecƟon records and a modiĮed version of the NASSCO’s Pipeline Assessment and CerƟĮcaƟon Program (PACP) and Manhole Assessment CerƟĮcaƟon Program (MACP) to evaluate, categorize and prioriƟze pipeline deĮciencies.

Between January 2022 and July 2025, the City has had only a total of 8 spills (7,012 gallons) with only 50 gallons reach surface waters from the sewer system. The City is diligent about adding and maintaining hotspot and root control locaƟons. The City is organized in the execuƟon of its O&M program due to the implementaƟon of its CMMS system (Lucity) beginning in early 2018. The City jusƟĮes its conƟnued establishment of its CCTV inspecƟon frequency (every 4 to 5 years) due to its low spill metrics over the past 5 years.

Priority Repairs
The City has implemented a priority repair and replacement system based on pipe raƟngs. The City incorporates pipelines needing repair or rehabilitaƟon into its capital improvement program (CIP).

The City uƟlizes the NASSCO PACP observaƟon and raƟng system to evaluate pipelines. Visual observaƟons are recorded during CCTV operaƟons. The City has implemented a color-coded system to the GIS based on pipe raƟngs.

Any observaƟon within the City’s sewerage system that indicates imminent failure warrants an immediate response on an emergency basis.

All documents related to system evaluaƟon and condiƟon assessment are stored within the City’s CMMS.

Climate Impacts
The City is conƟnuously evaluaƟng and monitoring infrastructure for potenƟal impacts and miƟgaƟon due to climate change. Sea level poses a threat to City infrastructure along with Ňooding and/or erosion. The City performs wet weather inspecƟons in easement areas annually. WildĮres may impact City infrastructure. The City has limited above-ground infrastructure within the CollecƟon System. The City has ample fuel storage should all or porƟons of the City have to run on generator power due to infrastructure damage. As a backup to the generators, the City also has portable pumps that can run any of the four liŌ staƟons. Increased power disrupƟons may impact City infrastructure. The City has backup generator power for all four pump staƟons, the treatment plant, and the City oĸce. The generators are tested at least monthly.

EFFECTIVENESS
The City uƟlizes the following Key Performance Indicators for measuring eīecƟveness of this Element:
x Has the City maintained its schedule for rouƟne O&M and is data being reviewed in a Ɵmely manner?
R CCTV Gravity Mains
R Laterals
R Manholes
R Pump StaƟons
x Are inspecƟon eīorts discovering deĮciencies in a Ɵmely manner? x Are maintenance and inspecƟon acƟviƟes being properly documented?

IMPLEMENTATION PLAN/SCHEDULE
No. Plan Schedule Responsible Party
Dir UM Supt

8.1.1 Review/evaluate enforcement and inspecƟon Įndings and implement changes as necessary. Annually X X X

8.1.2 Review spill rates and causes and make changes to maintenance programs, as necessary. Annually X X X

8.1.3 Review issues that may result from climate change.

At least every 3
years during
SSMP audits
XXX

8.2. Capacity Assessment and Design Criteria

WDR REQUIREMENTS
AƩachment D-8.2 (pgs. D-8/D-9)
“The Plan must include procedures to idenƟfy system components that are experiencing or contribuƟng to spills caused by hydraulic deĮciency and/or limited capacity, including procedures to idenƟfy the appropriate hydraulic capacity of key system elements for:
x Dry-weather peak Ňow condiƟons that cause or contributes to spill events; x The appropriate design storm(s) or wet weather events that causes or contributes to spill events.
x The capacity of key system components; and
x IdenƟfy the major sources that contribute to the peak Ňows associated with sewer spills.

The capacity assessment must consider:
x Data from exisƟng system condiƟon assessments, system inspecƟons, system audits, spill history, and other available informaƟon;
x Capacity of Ňood-prone systems subject to increased inĮltraƟon and inŇow, under normal local and regional storm condiƟons;
x Capacity of systems subject to increased inĮltraƟon and inŇow due to larger and/or higher-intensity storm events as a result of climate change; x Increases of erosive forces in canyons and streams near underground and above-ground system components due to larger and/or higher-intensity storm events; x Capacity of major system elements to accommodate dry weather peak Ňow condiƟons, and updated design storm and wet weather events; and
x Necessary redundancy in pumping and storage capaciƟes.”

COMPLIANCE
Master Plan EvaluaƟon of Flows
The sewer service area tributary to the San Clemente WRP consists of seven topographic drainage areas.

ProjecƟons for peak ulƟmate wastewater Ňows within each of the seven drainage areas has been developed within the City's Wastewater Master Plan. Peak ulƟmate wastewater Ňows are projected in the Wastewater Master Plan on the basis of buildout of zoned lands, observed wastewater Ňow generaƟon rates, and observed peak Ňow factors.

Wastewater faciliƟes needs and wastewater Ňow projecƟons presented in the City's 1995 Wastewater Master Plan remain valid and conservaƟve, as:
x SigniĮcant majority of the sewer service area of the San Clemente WRP was already build out in 1995;
x Zoning and designated land use densiƟes have remained largely as they were in 1995; x One signiĮcant planned development within the City remains undeveloped, and x Unit Ňow generaƟon values within the City's service area are lower than projected in 1995 due to increased water conservaƟon.

SYSTEM EVALUATION, CAPACITY ASSURANCE, CAPITAL IMPROVEMENTS © 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 57 of 69 With an addiƟonal margin of safety provided by water conservaƟon and slower-than-projected development rates, the City's 1995 Wastewater Master Plan conƟnues to provide UƟliƟes Division managers with a useful tool for assessing wastewater collecƟon faciliƟes needs for ulƟmate projected wastewater Ňows.

Master Plan Capacity EvaluaƟons
The Wastewater Master Plan evaluates faciliƟes needs required for handling projected ulƟmate peak wastewater Ňows within each of the tributary drainage areas. On the basis of these faciliƟes evaluaƟons, the Wastewater Master Plan idenƟĮed a prioriƟzed list of recommended pump staƟon, trunk sewer, and sewer main upgrades and improvements.

The City has implemented the capacity upgrade recommendaƟons set forth in the Wastewater Master Plan.

Within the past decade, the City has rehabilitated or implemented upgrades to each of its ten wastewater pump staƟons. With these upgrades, each pump staƟon is capable (see Table 2-2 within AƩachment C) of handling projected ulƟmate peak wastewater Ňows with one pump out of operaƟon.

The City has also implemented upgrades to major trunk sewers and sewer mains. With these completed capital improvements, sewer main and pump staƟon faciliƟes within each of the seven tributary areas are capable of handling projected peak ulƟmate wastewater Ňows.

Because exisƟng wastewater collecƟon faciliƟes are sized to handle peak ulƟmate wastewater Ňows, no long-term or short-term capacity-related capital improvements within the City's sewer collecƟon system are required. The City, however, conƟnues to assess capacity needs and upgrades (along with replacement/rehabilitaƟon needs) as part of its annual CIP process.

The City of San Clemente maintains appropriate design criteria for esƟmaƟng wastewater Ňows and designing and construcƟng wastewater collecƟon faciliƟes.

Flow EsƟmaƟon Criteria.

As discussed in SSMP Element 5, the City's Standard Provisions establish standard wastewater unit Ňow factors that are, in part, based on observed wastewater Ňows generated within the City.

The Standard Provisions also establish peak Ňow factors for determining peak wastewater Ňows. The required peaking factors are based on a comparison of average and peak wet weather sewer Ňows observed within the City. The City's Wastewater Master Plan documents that these with peaking factors are consistent with peaking factors observed in other locaƟons within Orange County.

As a result of the City's ongoing water conservaƟon eīorts, per capita unit wastewater generaƟon rates within the City are currently below the approximately 90 gallons per capita per day rate documented within the City's Wastewater Master Plan. Because of these water conservaƟon eīorts, an extra factor of capacity assurance safety is incorporated into the unit Ňow generaƟon rates established in the Standard Provisions.

The current Ňow esƟmaƟon criteria established within the Standard Provisions are thus conservaƟve and are adequate for ensuring adequate sewer system capacity. Consequently, no changes in the City's Ňow generaƟon standards are required.

Sewer Sizing Criteria.

The City's Standard Provisions establish sewer design criteria that address required sewer sizes, Ňow velociƟes, maximum depth of Ňow, slopes, and lateral connecƟon sizes.

SYSTEM EVALUATION, CAPACITY ASSURANCE, CAPITAL IMPROVEMENTS © 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 58 of 69 The City's sewer design criteria are in accordance with standard sewer slope, depth of Ňow, velocity and size criteria set forth in standard sewer design manuals and handbooks developed by professional organizaƟons.

The City's sewer design criteria are also in accordance with the normal standard of pracƟce in use within Southern California. AddiƟonally, the criteria have been veƩed as part of sewer Ňow projecƟons and modeling work conducted within the City's Wastewater Master Plan. Further, operaƟons experience of the City's wastewater collecƟon faciliƟes (which have been constructed in accordance with sizing, slope, and other design criteria set forth in the Standard Provisions) does not indicate any deĮciencies within the City's sewer sizing or design criteria.

Capacity Enhancement Measures and Schedule
All capacity-related enhancement recommendaƟons presented in the City's Wastewater Master Plan have been implemented. Trunk sewers and sewer mains within the San Clemente WRP service area have adequate capacity to handle projected ulƟmate peak Ňows, and all pump staƟons are capable of handling projected peak Ňows with one pump out of service. No addiƟonal capacity enhancement measures are required in order to meet projected ulƟmate peak Ňow demands.

To be proacƟve, the City annually assesses its overall system Ňow capacity and evaluates the need to address any issues and/or complete any addiƟonal Ňow monitoring or modeling.

EFFECTIVENESS
The City uƟlizes the following Key Performance Indicators for measuring eīecƟveness of this Element:
x Number of capacity-related spills or surcharge condiƟon during the audit period. x Has there been any changes to zoning designaƟons (residenƟal, commercial, industrial)?

IMPLEMENTATION PLAN/SCHEDULE
No Plan Schedule Responsible Party
Eng UM Supt

8.2.1 Monitor/evaluate signiĮcant rain
events. Each signiĮcant rain event X X

8.2.2 IdenƟfy and monitor Ňood-prone
areas suscepƟble to erosion from rain
events
Before and aŌer each signiĮcant
rain event X

8.2.3 Monitor Ňows in each basin and
update the hydraulic model
Per Engineering Department CIP
schedule XX

8.3. PrioriƟzaƟon of CorrecƟve AcƟon

WDR REQUIREMENTS
AƩachment D-8.3 (pg. D-9)
“The Įndings of the condiƟon assessments and capacity assessments must be used to prioriƟze correcƟve acƟons. PrioriƟzaƟon must consider the severity of the consequences of potenƟal spills.”

COMPLIANCE
Approach
The City uƟlizes rouƟne CCTV inspecƟon data and results from its ongoing capacity to add projects to its CIP.

District Staī is trained and adheres to the NAASCO PACP standards to prioriƟze the pipelines which are tagged to be included in the CIP.

InŇow/InĮltraƟon
Historically, the City has had few areas where capacity has become an issue during extremely heavy rainfall events (InŇow). The City has had some issues with groundwater inĮltraƟon during Ɵmes when the water table was high. Due to the geography that the City serves, there have been issues with pipelines being washed out during heavy rainfall events. To ensure the integrity of the collecƟon system, the City has invoked several aggressive maintenance pracƟces that includes an InŇow and InĮltraƟon (I&I) reducƟon program. The I&I program is designed to idenƟfy and eliminate sources of I&I within the City’s sanitary collecƟon system through the selecƟve use of smoke tesƟng, Ňow monitoring, and CCTV. Those areas suspected of providing potenƟal I&I will be subject to addiƟonal evaluaƟon, such as smoke tesƟng, to determine the extent of their I&I potenƟal. Areas of the City’s collecƟon system requiring an engineering soluƟon to I&I will be added to the City’s modiĮed CIP program list. The City also performs annual visual inspecƟons of pipelines located along riverbanks and creek banks.

Capacity
The City annually assesses capacity and rehabilitaƟon/replacement needs as part of its CIP evaluaƟons.

UƟliƟes Division managers also conƟnually assess the potenƟal for changed condiƟons (e.g., changes in wastewater Ňows, new development or sewer users, peak Ňow Ɵming, inĮltraƟon and inŇow trends) that may require re-evaluaƟon of system Ňows and faciliƟes capacity needs.

If these ongoing evaluaƟons indicate the potenƟal for peak wastewater Ňows in excess of those addressed in the exisƟng master plan, UƟliƟes Division management will take acƟons to update the sewer system master plan and faciliƟes needs to reŇect the changes in wastewater Ňow trends.

EFFECTIVENESS
The City uƟlizes the following Key Performance Indicators for measuring eīecƟveness of this Element:
x Has the City adhered to its system evaluaƟon/condiƟon assessment schedule? x Has the City adhered to its prioriƟzaƟon/correcƟve procedures for sewer repair and capacity improvement projects?
x Have projects been completed before deĮciencies caused failures?

IMPLEMENTATION PLAN/SCHEDULE
No. Plan Schedule Responsible Party
Dir UM Supt

8.3.1 UƟlize all available data for prioriƟzing correcƟve acƟons considering severity and consequences of
potenƟal spills.

Each CIP Update X X

8.3.2 Maintain documents and recordkeeping of system
evaluaƟon and condiƟon assessment inspecƟons
and acƟviƟes.

ConƟnuously X X

8.4. Capital Improvement Plan

WDR REQUIREMENTS
AƩachment D-8.4 (pg. D-9)
“The capital improvement plan must include the following items:
x Project schedules include compleƟon dates for all porƟons of the capital improvement program;
x Internal and external project funding sources for each project; and x Joint coordinaƟon between operaƟon and maintenance staī, and engineering staī/consultants during planning, design, and construcƟon of capital improvement projects; and InterCity coordinaƟon with other impacted uƟlity agencies.”

COMPLIANCE
The City develops and annually updates a six-year Capital Improvements Plan (CIP) to plan and budget for capital improvement projects in the upcoming year and Įve future years. As part of the annual CIP review, UƟliƟes Division managers idenƟfy and prioriƟze long-term faciliƟes improvements to lessen the potenƟal for spills.

Within this prioriƟzaƟon process, UƟliƟes Division management review exisƟng faciliƟes capaciƟes and performance, exisƟng wastewater Ňows and Ňow projecƟons, master planning documents, past spill experience, faciliƟes inspecƟon reports, and recommendaƟons from Įeld personnel. In assessing capacity upgrades and replacement/rehabilitaƟon needs and prioriƟes, UƟliƟes Division management considers:
x Prior master planning analyses and recommendations,
x Age, condiƟon, and projected lifespan of exisƟng faciliƟes, equipment, or instrumentation, x Rated capacity of exisƟng faciliƟes and anƟcipated future capacity needs, x Observed peak Ňows and projected peak flows,
x Soil condiƟons and the potenƟal for erosion,
x Access considerations,
x Materials availability and the potenƟal diĸculty of repair in the event of failure of the facility, x Previous maintenance problems, past operaƟng history, or past failures or breaks, x LocaƟon of faciliƟes, and
x Watercourses or beneĮcial uses that could be aīected by spill-related impacts.

On the basis of the above evaluaƟons, UƟliƟes Division management each year:
x IdenƟĮes and evaluates new facility’s needs, rehabilitaƟon needs, and facility replacement needs, x Re-evaluates CIP needs idenƟĮed or planned during prior years, and x Develops an updated prioriƟzaƟon list and recommended schedule of CIP projects for the upcoming year and the subsequent Įve years (six-year planning window).

CIP recommendaƟons developed by UƟliƟes Division management are submiƩed to City management and the City Council for review and approval. The approved CIP is used by the City in establishing budget and

SYSTEM EVALUATION, CAPACITY ASSURANCE, CAPITAL IMPROVEMENTS © 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 62 of 69 funding needs for the City's wastewater operaƟons. CIP costs include costs for planning, design, construcƟon, and construcƟon inspecƟon (see Appendix 8.1 for CIP project lists).

EFFECTIVENESS
The City uƟlizes the following Key Performance Indicators for measuring eīecƟveness of this Element:
x Has the City’s capital improvement plan schedule been adhered to?

IMPLEMENTATION PLAN/SCHEDULE
No. Plan Schedule Responsible Party
UM Eng Supt

8.4.1 Hold regular coordinaƟon meeƟngs, with all
parƟes, to help keep the projects on track and
resolve issues that may arise in a Ɵmely manner.

Annually X X

8.4.2 For schedules that are not followed, jusƟfy and
document the reason.

Each Delayed
Project XXX

RESILIENCE
Resilience is addressed in Element 8 by:
x Annual review of the Capital Improvement Plan by all appropriate individuals including Management, Engineering, and OperaƟons during budget preparaƟon.

APPENDIX 8 INCLUSIONS
x 8.1 Capital Improvement Plan (CIP) List of Projects

MONITORING, MEASUREMENT, AND PROGRAM MODIFICATIONS
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 63 of 69

9. Monitoring, Measurement, and Program ModiĮcaƟons

WDR REQUIREMENTS
AƩachment D-9 (pg. D-9)
“The Plan must include an AdapƟve Management secƟon that addresses Plan-implementaƟon eīecƟveness and the steps for necessary Plan improvement, including:
x Maintaining relevant informaƟon, including audit Įndings, to establish and prioriƟze appropriate Plan acƟviƟes;
x Monitoring the implementaƟon and measuring the eīecƟveness of each Plan element; x Assessing the success of the prevenƟve operaƟon and maintenance acƟviƟes:
x UpdaƟng Plan procedures and acƟviƟes, as appropriate, based on results of monitoring and performance evaluaƟons; and
x IdenƟfying and illustraƟng spill trends, including spill frequency, locaƟons, and esƟmated volumes.”

COMPLIANCE
The above requirements are addressed below:
x The City maintains accurate and relevant inspecƟon and maintenance records for the collecƟon system. Much of the documentaƟon today is maintained electronically, which allows for ease of access and analysis. This helps City staī to make sound decisions and prioriƟze acƟviƟes when dealing with the rouƟne and the unexpected.
x Monitoring of the City’s SSMP focuses on each element in terms of its implementaƟon and eīecƟveness. The SSMP has been designed to include key performance indicators for each element, which are used to measure eīecƟveness. In addiƟon, implementaƟon responsibiliƟes are included for each element to help ensure the SSMP is being implemented as intended. x The City assesses the success of maintenance and operaƟon acƟviƟes by ensuing acƟviƟes are being performed as expected, by monitoring actual outcomes compared to intended outcomes, as well as monitoring spill trends.
x The City is commiƩed to conƟnuous improvement and monitors and evaluates performance of work programs and SSMP elements to ensure intended outcomes are achieved while looking for areas for improvement. Although the SWRCB requires that the SSMP be updated every six years, the SSMP should be considered as a dynamic document and may require updaƟng on a more frequent basis. RouƟne changes to administraƟve informaƟon, notwithstanding, minor changes will likely be required to address improvements idenƟĮed through the SSMP Audit or through modiĮcaƟons required as condiƟons change.
x The City monitors spill trends, at a minimum every three years during required audits, uƟlizing the CMMS database, inspecƟon records and CIWQS data. These resources are helpful in planning and programing work, and adjusƟng as needed, enabling the City to be adapƟve and capitalize on lessons learned (see Appendix 9.1, Performance Measures Report).

MONITORING, MEASUREMENT, AND PROGRAM MODIFICATIONS
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 64 of 69

EFFECTIVENESS
The City uƟlizes the following Key Performance Indicators for measuring eīecƟveness of this Element:
x Are SSMP Elements being periodically evaluated for eīecƟveness? x Are work acƟviƟes and spill events being documented?
x Has a plan and schedule been established to address audit Įndings/deĮciencies from the last audit?
x Is Trend Analysis being performed on spill causes?
x Have work programs been assessed and updated as necessary?

IMPLEMENTATION PLAN/SCHEDULE
No. Plan Schedule Responsible Party
Dir UM Supt

9.1 Assess work programs to ensure
outcomes are as intended. Annually X X

9.2 Prepare updates to work programs
and the SSMP based on assessments. As Needed X X

9.3 Monitor and evaluate spill trends.

Document eīorts. Annually X X X

RESILIENCE
Resilience is addressed in Element 9 by:
x Development of key performance indicators to measure eīecƟveness of the SSMP. x Performing periodic reviews of the SSMP to help ensure it is being properly implemented. x Developing and adhering to a Ɵmeline to correct deĮciencies found during the audit process. x Periodically evaluaƟng work programs to help ensure eīecƟveness.

APPENDIX 9 INCLUSIONS
x None

INTERNAL AUDITS
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 65 of 69

10. Internal Audits

WDR REQUIREMENTS
AƩachment D-10 (pg. D-10)
“The Plan shall include internal audit procedures, appropriate to the size and performance of the system, for the Enrollee to comply with secƟon 5.4 (Sewer System Management Plan Audits) of this General Order.”

COMPLIANCE
The City is contracted with Fischer Compliance LLC for compleƟon of a Compliance EvaluaƟon InspecƟon (CEI) and Audit which is integrated into the 2025 SSMP Update. A Įnal completed SSMP Audit report is expected to be Įnalized in early September 2025 and will be aƩached to the SSMP report.

AddiƟonally, this SSMP includes a descripƟon of how the City will comply with the requirements of each Element. The audit review includes an evaluaƟon to determine if compliance has been met. x ImplementaƟon is evaluated by determining if the City is execuƟng the SSMP as stated. x EīecƟveness is evaluated by using key performance indicators, which have been developed speciĮcally for each element. An addiƟonal evaluaƟon is performed to comply with SpeciĮcaƟons

5.6 addressing resilience.
x Resilience indicators have been developed for each element. These indicators serve to demonstrate how resilience is built into the SSMP and inspecƟon, maintenance and spill response acƟviƟes (see Appendix 12.1).

Any deĮciencies discovered through the audit process are noted and a plan and schedule are included to facilitate implemenƟng correcƟve measures.

EFFECTIVENESS
The City uƟlizes the following Key Performance Indicators for measuring eīecƟveness of this Element:
x Have audits been performed as required?
x Have the audits assessed compliance, implementaƟon, and eīecƟveness? x Have deĮciencies been idenƟĮed?
x Has a plan and schedule to recƟfy the deĮciencies been established?

INTERNAL AUDITS
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 66 of 69

IMPLEMENTATION PLAN/SCHEDULE
No. Plan Schedule Responsible Party
Dir UM Supt

10.1 Schedule audits in advance of due dates to
ensure adequate Ɵme to complete. City has 6
months to complete the audit from the end of
the audit period.

Beginning at end of
audit period X X X

10.2 Ensure a plan and schedule is developed to
address deĮciencies.

Once the Audit is
completed XXX

RESILIENCE
Resilience is addressed in Element 10 by:
x Periodically evaluaƟng key performance indicators during the audit period to assess eīecƟveness and make correcƟons, if necessary, prior to the audit.
x EvaluaƟng previous audits to ensure deĮciencies have been recƟĮed. x Scheduling the audit due dates and compleƟng the audit on Ɵme.

APPENDIX 10 INCLUSIONS
x 10.1 San Clemente 21-24 SSMP Internal Audit

COMMUNICATION PROGRAM
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 67 of 69

11. CommunicaƟon Program

WDR REQUIREMENTS
AƩachment D-11 (pg. D-10)
“The Plan must include procedures for the Enrollee to communicate with:
x The public for:
x Spills and discharges resulƟng in closures of public areas, or that enter a source of drinking water; and
x The development, implementaƟon, and update of its Plan, including opportuniƟes for public input to Plan implementaƟon and updates.
x Owners/operators of systems that connect into the Enrollee’s system, including satellite systems, for:
x System operaƟon, maintenance, and capital improvement-related acƟviƟes.”

COMPLIANCE
In the event of a spill, the City follows standard procedures to secure the aīected area and restrict public access. This is generally done using barricades, cones and cauƟon tape. Should the City experience a spill that may require closure of public areas or enter a source drinking of water, signs will be immediately placed indicaƟng the issue and providing contact informaƟon. Staī will remain on site to provide an addiƟonal safety factor unƟl appropriate authoriƟes respond and direct otherwise. In all cases, the City will follow the advice of higher authoriƟes, such as the local environmental health department and other regulatory authoriƟes.

There are several opportuniƟes for stakeholders and the public to parƟcipate and provide input into the development and update of the City SSMP. During its iniƟal development stage, as with each SSMP Audit and update of the SSMP, the SSMP and related documents are presented to the City Council for review and acceptance. As previously noted, SSMP Audits are now performed every three years and re-cerƟĮcaƟon and acceptance of updated SSMPs is now required every six years. In addiƟon to the extensive iniƟal development process, to date there have been Įve updates and re-cerƟĮcaƟons of the SSMP that have been presented to the City Council.

Prior to each City Council MeeƟng, these documents are included in Council Agenda packet which are readily available for review on the City’s website. The SSMP is posted on the City’s website, which provides the public several ways to contact the City, via the “Contact Us” feature.

The SSMP is also available for public viewing on the City’s website or by appointment at the City oĸce.

To improve external communicaƟons and improve eīecƟveness during emergencies, the City periodically coordinates with its satellite collecƟon system operator Santa Margarita Water District (Talega) to monitor and evaluate the operaƟons and also maintains mutual aid assistance with surrounding collecƟon system agencies (Santa Margarita Water District, South Coast Water District, Irvine Ranch Water District, and Moulton Niguel Water District). The City is also a member of the Metropolitan Water District of Orange County (MWDOC) and their emergency response network, the Water Emergency Response OrganizaƟon of Orange County (WEROC), and rouƟnely parƟcipates in emergency preparedness training, monthly radio

COMMUNICATION PROGRAM
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 68 of 69 checks, and resource sharing exercises in order to support water and wastewater agencies in the region in the event of an emergency.

EFFECTIVENESS
The City uƟlizes the following Key Performance Indicators for measuring eīecƟveness of this Element:
x Does the City place all SSMP acƟon items on the agenda for regular counsel/board meeƟngs? x Does the City have signage, or other means, readily available to noƟfy the public of environmental or public risk factors related to a sewage spill?
x Does the City perform outreach to residenƟal customers?

IMPLEMENTATION PLAN/SCHEDULE
No. Plan Schedule Responsible Party
Dir UM Supt

11.1 Ensure the City Council approves the SSMP per
schedule. Every 6 years X

11.2 Ensure the SSMP is posted on the City website and the link funcƟons properly. Annually X

11.3 Ensure Sewage Spill Warning signs are readily available to communicate with the public when necessary Annually X

RESILIENCE
Resilience is addressed in Element 11 by:
x Use the SSMP as a tool to communicate to the public how the City is managing the system. x Maintain a consistent presence in the service area by aƩending community events or issuing periodic newsleƩers or other communicaƟons to the public. x Make it clear and easy for the public to contact the City.

APPENDIX 11 INCLUSIONS
x None

APPENDICIES
© 2025 Fischer Compliance, LLC. All rights reserved. SSMP licensed for City of San Clemente use only. Page 69 of 69 List of Appendices
APPENDIX 1 x None
APPENDIX 2 x None
APPENDIX 3 x None
APPENDIX 4 x 4.1 Sewer OperaƟons and Maintenance Report (2015) APPENDIX 5 x None
APPENDIX 6 x None
APPENDIX 7 x None
APPENDIX 8 x 8.1 Capital Improvement Plan (CIP) List of Projects APPENDIX 9 x None
APPENDIX 10 x 10.1 San Clemente 21-24 SSMP Internal Audit APPENDIX 11 x None
APPENDIX 12 x None

CAPITAL IMPROVEMENT PROGRAM

PROJECT SCHEDULE
FY 2025 - FY 2026
1 of 1
Fall
Project No. Project Description Prior Fund Project Lead Dept Jul Aug Sept Oct Nov Dec Jan Feb Mar Apr May June 12004 /
12210.1 Cyprus Shore Storm Drain_Sewer Lift Station (*) H 054 Belgin/Amir Util C C C C C C C C C C C C 28206 Sewer System Lining M 054 Bel/Cesar Util C C C C C C C C C C C C 32201 Frontera Lift Station Slope Evaluation H 054 Amir Util D D D D D D D B B 23802.1 Montalvo and Riviera Trail Coating Replacement (*) H 001 Belgin Maint. C C C C C C 24204 Calafia State Park Sewer Rehab M 054 Bel/Cesar/PM Util Belgin's (Updated on 3/26/2025)
CIP Maintenance
Fall
Project No. Project Description Prior Fund Project Lead Dept Jul Aug Sept Oct Nov Dec Jan Feb Mar Apr May June 24200 Columbo Inclinometer / Geo Invest Study (*) M 054 Jacob/Amir Engr D D D D D D D D D Monitr Monitr Jake Ohana (Updated on 4/23/2025)
Fall
Project No. Project Description Prior Fund Project Lead Dept Jul Aug Sept Oct Nov Dec Jan Feb Mar Apr May June 21208.0 Marquita Slope Interim Reconstruct (*) H 054 Shawn Engr C C C C C C C C C C C C Shawn Ryan (Updated on 4/23/2025)
Fall
Project No. Project Description Prior Fund Project Lead Dept Jul Aug Sept Oct Nov Dec Jan Feb Mar Apr May June 24200.2 Sewer System Rehab M 052 Dustin Util C C C C C C C C C C C C 12605 Sewer System Scada Implementation M 054 Dustin Util Dustin Burnside
FY 2025
Summer Winter Spring
FY 2025
Spring
FY 2025
Summer Winter
Winter Spring
FY 2025
Summer Winter SpringSummer
10/8/2025

CAPITAL IMPROVEMENT PROGRAM

PROJECT SCHEDULE
FY 2025 - FY 2026
1 of 1
Project No. Project Description Prior Fund Project Lead Dept Jul Aug Sept Oct Nov Dec Jan Feb Mar April May June 12004 /
12210.1 Cyprus Shore Storm Drain_Sewer Lift Station (*) H 054 Belgin/Amir Util C C C 28206 Sewer System Lining M 054 Bel/Cesar Util C C C C C C C C C C C C 32201 Frontera Lift Station Slope Evaluation H 054 Amir Util B C C C C C C C 23802.1 Montalvo and Riviera Trail Coating Replacement (*) H 001 Belgin Maint. C C C 24204 Calafia State Park Sewer Rehab M 054 Bel/Cesar/PM Util onitor till October DDDDDBBB CC Belgin's (Updated on 3/26/2025)
CIP Maintenance
Project No. Project Description Prior Fund Project Lead Dept Jul Aug Sept Oct Nov Dec Jan Feb Mar April May June 24200 Columbo Inclinometer / Geo Invest Study (*) M 054 Jacob/Amir Engr Monitr Jake Ohana (Updated on 4/23/2025)
Project No. Project Description Prior Fund Project Lead Dept Jul Aug Sept Oct Nov Dec Jan Feb Mar April May June 21208.0 Marquita Slope Interim Reconstruct (*) H 054 Shawn Engr CC Shawn Ryan (Updated on 4/23/2025)
Project No. Project Description Prior Fund Project Lead Dept Jul Aug Sept Oct Nov Dec Jan Feb Mar April May June 24200.2 Sewer System Rehab M 052 Dustin Util C C C C C C C C C C C C 12605 Sewer System Scada Implementation M 054 Dustin Util CCCCCCCCC Dustin Burnside
Fall
FY 2026
Summer Fall Winter Spring
FY 2026
Spring
Construction Gap
Summer Fall Winter
Winter Spring
FY 2026
Summer Fall Spring
FY 2026
Winter
Summer
10/8/2025

:2626465'":2626468

@
613,60,1'

%**:1.-,1'
*#
'* H
I
'2:- ,*+,2

2'%,

!
%#)
(
#"
&"!)$%

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: 8 *2%$"#$* **&'6064650 '"**&'606468

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: 8 *2%$"#$* .2+
0NN>NLNQ
'2:- ,*+,2
5@613,60,1'
>
%**:1.-,1'
*#
'*
OTL7,'

, *+,2>UNRSN
0613,>
0.*1
2-.01,22&NLNMFNLNP80:12+,%+,2*,HI6 '2.-02 -02&
'2:- , *+,2 '**H'2:IA &6
'2+21,
9

1
-+.*',
8'2&2&'116
H22
20-0
>206*'2:0
0-ANLNNFLMLOF>5
&+,2FML,
.
'"
3-,1QAPIA&
6
'21&
*'%&2-,+,:9'13,%,
16

11 6*
12.0
3 1,
.01,21

'3-,*012-

011
8'2&2& '116
A
0
-++,
63*';',%2&6
'21
612-+';
0-
+. -0'+.0-7',%
-2&
-+.*',
>
'+.*+,23-,>!
37,11>'+.0-7',%,
110:8-0).0-%0+1 -0&*.',%2&'2:0
6 1.'**1,

.-2,3*, -0
+,29.-160A
*--) -080
2-.0-7'
',%-,%-',% '116

-+.*',
16..-02 -02&'2:8&070,

A
',
0*:>

+1'1
&0>AA
0',
'.*>0
,3*
AA-+.*',

,1.
2-0

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A:8 *2%$"#$*

AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAM

AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAN

AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAN

AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAO E
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAQ

AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAR

AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAS

AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAT &

-
%

%$
MAMA

AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAML MANA

AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAML MAOA
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAML

G
MAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAMM

55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555>>

555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555>>
55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555>>
555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555>? &

%'

5555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555>@

G
NAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAMP

55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555>A

555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555>A
55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555>A
555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555>A '

%)

5555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555>B

G
OAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAMR

55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555>C

555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555>C
55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555>C
555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555>C (

%+
PAMA
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAMS PANA

AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAMS PAOA

AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAMS PAPA

AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAMS

G
PAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAMT

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A:8 *2%$"#$*

55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555>E

555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555>E
55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555>E
555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555>F )

&$
QAMA

AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAANL
QANA
AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAANL

G
QAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAANM

55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555?>

555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555?>
55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555?>
555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555?> *

&&

5555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555??

G
RAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAANO

55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555?@

555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555?@
55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555?@
555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555?A +

&)

5555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555?B

G
SAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAANR

55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555?C

555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555?C
55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555?C
555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555?D ,

&,

5555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555?E

555555555555555555555555555555555555555555555555555555555555555555555555555555?E

G
TAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAANU

55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555?F

'$

5555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555@=

G
UAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAOM

55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555@>

555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555@>
55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555@>
555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555@> %$

'&

5555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555@?

9

:555555555555555555555555555555555555555555555555555555555555555555555555555555555555@?

G
MLAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAOO

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A:8 *2%$"#$*

55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555@@

555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555@@
55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555@@
555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555@@ %%

'(

5555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555@A

G
MMAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAOQ

55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555@B

555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555@B
55555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555@B
555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555555@B

'%60MG
'*'2:2*,
.-02NLNQH
IAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAP '%60NG.
2E6
'2
--)6.--*H
>NLNQIAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAQ '%60OG'2:.'**0 -0+,
2H
>6%612NLNMF6%612NLNQIAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAR

*MG6++0:- 6
'2',
',%1H'116
> IAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAS

MG03"
.'**1
'12HNLLSFNLNPI

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A:8 *2%$"#$*

:12+7*62'-,>.
'2:1160,
E.'2*
+.0-7+,20-%0+HI>22AFT

*' -0,'
,2%02
206*'2::12+
26
+'220HI0%'120
8'2&2220-0

21>'*1,
01HI-,20-*0-%0+H'116
I

%**:1.-,1'
* '
'*H
I0%'120
8'2&2220-0

-2' '
2'-,>-,'2-0',%>.-02',%>
-0

.',%HI>22AFM
:12+7*62'-,>.
'2:1160,
E.'2*
+.0-7+,20-%0+HI>22AFT
E .02'-,1,
',2,,
0-%0+HEI
.'**+0%,
:1.-,1*,HI
80:12+,%+,2*,HI
22201-60
1-,20-*-0
HI
201- 2&22
,:820>160
-06,
0%0-6,
>',
*6
',%1*',8201>8'2&',2&
-6,
0'1-
*' -0,'A
,
1- 18%1.'**>12-0+
0',10
-,1'
0 2-
8201- 2&22
6,*112&18%'1
-+.*2*:
-,2',
,
0260,
2-2&1801:12+?6%*1-

0 00
2-1160
820H1I-0228208:
%

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

> %@F

& '2: - , *+,2 H'2:I '1
&0%
8'2&
-+.*:',% 2& 2220 1-60
1 -,20-* -0
HI
,0*'116
12'1
&0%/6'0+,21HI -0,'20:80:12+1HC'116 D>0
0-A
NLNNFLMLOFIA & '116
0.*

2& -0'%',* NLLR H0
0 -A NLLRFLLOF ,
'21
-,'2-0',%,
.-03,%0-%0+>0
0-ANLMOFLLQTFI>8&'
&

+!
37-,
6,Q>NLNOA
&'116
0/6'0+,2102&120'
2121800%6*3-,1',2&
-6,20:0/6'0',%.0-
37..0-
&
-0-.03-,1>+',2,,
>,
+,%+,2- 1,'20:180
-**
3-,1:12+2-0
6 -0*'+',2180

1.'**1A 5
&+,2FML- 2&'116
0/6'01.0'-
'
6
'212-

-+.*2

:2&'2: 2*12
70:2&0:01A
-
-+.*: 8'2& 2& 6
'2 0/6'0+,21> '1
&0 -+.*',

',
-**
-03-, 8'2& '2: +,%+,2

-+.*2
2&80:12+,%+,2 *, HI6
'2
-70',%6% N> NLNM> 2&0-6%&6% NLNP H
6 2-

,-*202&,R+-,2&1>
:NENENLNQIA &'2: +'11
2&','3*6
'2

*',
: 8+-,2&1,
&1
1',
&'0
'1
&0-+.*',

2-
-+.*2,
",*'; ,6
'28&'
&8'**
,
6.*-

2-
',
0*:
2-
0NLNQA
*'"%.
%"*!
NLLR@
-.0-7'

-,1'12,2>1228'
0%6*2-0:..0-
&2-

01118%1.'**1>2&22201-60
1-,20-*
-0
H2220-0
I
-.2
228'
,0*12'1
&0%/6'0+,21 -0,'20:80:12+1>
0
0-ANLLRFLLLOH1I>-,6% N>NLLRA **.6
*'
%,
'12&2-8,-0-.021,'20:1801:12+
2&2 '1
-+.0'1
- +-0 2&, -, +'* - .'.1 -0 180 *',1 2&2 -,7: 812820 2- .6
*'
*: -8,

202+,2
'*'2:800/6'0
2-..*: -0
-70%6,
02&0
0A
NLNN@
& NLLR 81 01
',

,
0.*

8'2& C'116
D H0
0 -A NLNNFLMLOFI>
-.2
-,

+
0Q>NLNO8&'
&

+!
37-,REQENLNOA&'116
6.
21+,:1.
21- 2&MRF:0F
-*
0
0,
',
*6
1170* ,80/6'0+,21 -080:12+,%+,2*,1A &'16
'20.-02+21,
9

12&+','+6+0/6'0+,211.
'"
',2&'116

H5
&+,2FML,
.
'"
3-,1QAPI> 1
*
2- 2& 1';E
-+.*9'2:- 2&'2:B1
180 1:12+A &'1 ',
*6
1 7*63,% 2& '+.*+,23-, ,
!
37,11>

-+.*',
8'2&2&'116
>,
'
,3 :',%
"
',
'1',

011',%-,%-',%1.'**1A
%

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

?%@F

*
'$*
% !'&
&'11
3-,.0-7'
1
2'*1
-622&6
'20/6'0+,21+,
2

:2&'116
A,'1

1.'**0
6 3-,E+'3%3-,.*,2&2*:12& -6,
3-, -0&-8,'2:'+.*+,21'218-0).0-%0+1>11111 !
37,11- '21+',2,,
.0-%0+>,
.0-7'
101'*',
2-
-6,
F

) 0-++0%,
'1>6.121>,

1 063,:
:0%6*2-01
-,
6 3,%-+.*',
7*63-,
,1.
3-,1H
1I-0 -0+*1.'**',713%3-,1A
&'116
',
*6
12& -**-8',%1.
'"
0/6'0+,21 -0
-+.*3-,-
,20,*6
'21@
.
'"
3-,1QAPH80:12+,%+,2*,6
'21>.%MUI@
?$
*.+((

/$((+*40*%*0
.*(4%0+
%0/
6 .8/0
)
*#
)
*0(*:*%),(
)
*01+*+
%0/
(*:0)%*%)4)
.
-4
*8+
+*

5 .80$.

8
./=$
4%0)4/0
+*40

+.0$
,
.%+"
.0$

*+
0$
*.+((

>/(/0.
-4%.
4%0,
.%+=

#((8
/,+*/%(
%(/$((/4)%0*4%0.
,+.0%*0+0$
+*(%*

*%0.8
6 .8/0
)
0/
,
.0$
.
-4%.
)
*0/%*/
1+*H=GFC
6 .8/0
)
*#
)
*0(*4%0
,+.1*#
-4%.
)
*0/D
+
2$)
*0G+
0$%/
*
.(.
.=4%0.
,+.0//4)%2
0+0$

*%0.8
6 .8/0
)0/

6%((
5%
6(
+*(80+0
.+.//0
=
$
%*0
.*( 4%0 /$((
,,.+,.%0
(8 /(
0+ 0$
/%9
+
0$
/8/0
)C/D * 0$
*4)
. +
/,%((/= $

*.+((

>//
6 ./8/0
)+,
.0+./)4/0
%*5+(5
%*+),(
1*#0$
4%0=0)%*%)4):0$
4%0)4/0<
• 5(40
0$
%),(
)
*01+**

15
*
//+
0$
*.+((

>/
6 .8/0
)
*#
)
*0(*%*
,.
5 *1*#/,%((/=
• 5(40
0$
*.+((

>/+),(%*
6%0$0$%/
*
.(.
.=
•

*1
8
6 .8/0
)
*#
)
*0(*
%
*%
/%*.
//%*#+*#+%*#/,%((/*%/$.#
/0+
60
./+
0$
00
;*
•

*1
8*

//.8)+%1+*/0+0$

6 .8/0
)
*#
)
*0(*0++..
0
%
*%
/=
$
*.+((

/$((/4)%0+),(
0 4%0.
,+.00$0%*(4
/<
• 4%0*%*#/*.
+))
*
+..
15
1+*/=
• /00
)
*00$0/
6 ./8/0
)+,
.0+./>%*,40+*0$
4%0*%*#/$/

*+*/%
.
;*
• ,.+,+/
/$
4(

+.0$
*.+((

0+.
//0$
%
*1

%
*%
/=@
5
&+,2FMLH
,20,*6
'21>.%FMLI@
?$
(*/$((%*(4
%*0
.*(4%0,.+
4.
/:,,.+,.%0
0+0$
/%9
*,
.
+.)*
+
0$
/8/0
):
+.0$

*.+((

0++),(86%0$/
1+*J=IC
6 .8/0
)
*#
)
*0(*4%0/D+
0$%/
*
.(.
.=@

*
(!%"*%&

-+.0&,1'76
'281
-+.*2
',.02,01&'.8'2&+,%0101.-,1'
* -0.0-7'
',%2&6
'3,%
2+8'2&**
20/6121,
', -0+3-,7*62
',2&.0-(
2A& -**-8',%):*+,218007'8

-0
-+.*3-,- 2&6
'2@
• 1111+,2- 2&'2:B19'13,%A
• 2'*
',207'818'2&'2:
-**
3-,+,%+,2,
"*
12!-.02-01A
• 7'8- '2:1.'**0.-021>1:12+
2>,
-2&0
-
6+,23-,A
%

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

@%@F
• 6'
*',1,
0
-++,
3-,1 -01H1..,
'9Q>',
-0.-02
2&0-6%&-622&6
'2.-02
-02&-0-6%&,11I.0.0
,
.6
*'1&

:2&:0*,20%,
'1HI.-12
-,2&
B18
1'2A
"("!.&' !"% ("!
&'2:.0-7'
1180
-**
3-,107'
12&0-6%&-622&'2:- ,*+,2H1
', -0+3-,
'1.*:

-0 2& 1:12+','%60O
*-8 -0+-0
2'*AI&
-**
3-, 1:12+
-,1'121- ..0-9'+2*:MRN+'*1-
%07'2:+',1801,
MT+'*1- -0
+',H.01160I1801A
'%60 M
*-8 .0-7'
1 C
'*'2:F2FF*,
D 0.-02 .0-7'
',% .6
*'
*: 7'*
* ', -0+3-, 0-+ 2& 22
20-0
B1
2
1 -02&1:12+A&.60.-1- 2&0.-02'12-
-,7:
600,212#,%,
.01,22&
-#
'* 0%6*2-0: +1601 ', -0+3-, -0 2&
-**
3-, 1:12+ ',
*6
',% '
,3"
3-, - &'12-0'
7'-*3-,1

20+',

:2&%'-,*20-0
>*'12',1.
3-,
2,
,:.12, -0
+,2
3-,1A

%

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

A%@F
%".*
$&$
! "$/-/1+ ,
%

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

B%@F

2*
'*'&
&'11
3-,.0-7'
1,-707'8- 6.
-+',%
6
21 -02&'2:2-6.
2'21,

-+.*2'21,92
6
'2A'%60P
*-8
'1.*:116++0:- 2&6.
-+',%
6
21 -02&'2:.-12
-,2&2220
-0
B1-,*',
--)6.--*H
6TENENLNQ -0'21NLNQ.
2,

:NENENQ -0'21,920/6'0

6
'2>R+-,2&1$02&,
- 2&6
'2.0'-
1&-8,',2&2
*IA
'%60N
'1.*:12&'2:B16.
-+',%
6
2161',%2&2220-0
B1*--)6.2--* -00/6'0

6
21
-0'21,92.
2,
6
'210/6'0

:2&'116
A

%"/*

!$(%$

%!
+ '/-/1,
%

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

C%@F
#
%"% !
&'11
3-,.0-7'
1,-707'82-1&-8
1'2:1.'**.0 -0+,
', -0+3-,',
*6
',%20,
1,

,
&+0)1
2-**-8
-+.0'1-,- 2&'2:B1.0 -0+,
%',12-2&0
-**
3-,1:12+%,
'18'2&',2&%'-,*20
-0
0,
22A
03"
.'**1HNLNMFNLNQI
'%60O
*-8,
..,
'9N.0-7'
', -0+3-, -0180+,%012-7'82&'0
600,2,
&'12-0'
*1.'**
.0 -0+,
,
&*.2&+
-+.0&-82&:
-+.08'2&2&0%'-,*,
1221.'**021,
-2&0
-**
3-,
1:12+1',2&0%'-,A
%"0*$&!

" "
$+ '%%#$/-/.)%%#$/-/1,
%

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

D %@F

*
'
!
!&
&'11
3-,.0-7'
1&'%&F*7*16++0:- 2&6
'2",
',%1H1
*1M ,
N
*-8I -0',
-0.-03-,
',2- 2& '2:B1 NLNQ .
2A & 16++0: .0-7'
1 /6'
)F000,

2'*1 2- ** ): 6
'2 ",
',%1 -0
+,%+,2,
12!2-
'*'22'+.*+,23-, -0

011',% **'
,3"
7'-*3-,1,
01-
-,
0,8'2&
2&'116
A

+

,
!) !"
#!(

!( !

(

! +!

&!!*

!

%,
-57>
9%"):
= = > = • > )& ""( $
).(0*()9B=

""%$):.( $

. +$
&( %5
-57?
9 (
5:
> = = > •
.#(%.)*$.(6)$ %(
6
&(%
(#)*
5 • %$) (%#&"+$
()%.(6)*
$

))))#$*&( %(*%$1*. *5
-57A
9 6
:
> = = = • 1*$) /!.&).&&" )4&(*)4$
)&('. &#$*%()& ""&(&($))
$()&%$)5
-57C
9
:
= = = = > • %$) ( #&(%/ $
& ""#(
$2
)&%$)
"$9
: &( %(*%$1*
. *5
-57E
9
:
= = = > • %#&"*" #*
"$&( %(*%$1*
. *5
-57>=
9. *): = = > = = >/ %"+%$%( ".(*%%#&"*")*

. * 2?6?6?B5

"
! ? ? @ $ / .""#$*)"%0%(* ")

. * %

%$#+##%'

,
%

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

E%@F
*
'"!*&
"!&
&6
'2
-+.*2

:'1
&0-+.*',

',
-**
-03-,8'2&'2:+,%+,2,
"*
-.03-,1
12!1&
*'%&2-,+,:9'13,%16

11 6*8-0).0-%0+1',.*
A2'*
6
'3,%.0-

601',
-0.-03,%
07'8- /613-,,'01> 2&'2:B19'13,%>',207'81, -2&0
280 0*'
-, -0%,03,% 2&

2'*
6
'2",
',%1 -0
-
6+,3,%2&'2:B1
-+.*',
>'+.*+,23-,>,
!
37,11A
&

!
0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

F%@F

&'11
3-,.01,21
&- 2&+(-00/6'0+,210/6'0
',2&*-,%8'2&,1111+,2',

&
)*'12 -0+2- 2&'2:B1
-+.*',
>'+.*+,23-,>!
37,11>,
01'*',
A2'*
",
',%1.01,2

80
0'7
0-+1111',%2&'2:B1!-021%',122&0/6'0+,21A &6
'2',
',%1',
*6
2& -**-8',%
20+',3-,1@
• -, -0+,
H'-*3-,1I
o /6'0
'2+1 -007'8E01-*63-, -0.
22-7-'
.-2,3*, -0
+,2
• -, -0+,
H01- -,
0,I
o 20-,%*: 0
-++,

-0 07'8E01-*63-, -0 .
2 2- 7-'
6260 7'-*3-,H1I ,

.-2,3*, -0
+,2
•
-++,
3-,1
o 6%%13-,1 -0 '+.0-7',% .
2 ,

',% 01'*',
-0 '+.0-7',% 1:21+ -.03-,1>
+',2,,
>,
&-*
',%6.2--621'
1
063,:
:0%6*2-01
$%//
1+*%/%*0
*
0+
41(%9
/$
'(%/080$
%080+
*/4.
((*%*#/.
.
//
*
%*+.,+.0
/*

//.8,.%+.0++,1+*+
0$
*
70
,0
=$%/%*(4
/+),(
0 $
'(%/0+

?%+(1+*/+..
/+
+*
.*@+
0$

%//4
00$
+*(4/%+*+

$
(
)
*0*(8/%/A%*%*#/
%*0$
+4)
*0=$%/,.+5%
/)*#
)
*06%0$/4)).8+
'
8+),(%*
%*
+.)1+*/,
%0+
$
(
)
*0%/1((

.+)0$
,,
*%7J:%*(4%*#?
/A
+@*/6
./,,(%(
0+0$
%08*%*#/
+.0$
4%0=

!$#

%

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

>=%@F
1,

*+,25AFM
5151 *'"%."!'-'$*
% !'&
?$
(*
*0.+41+* /
1+*)4/0 ,.+5%
#
*
.(
/.%,1+*+
0$
(+( /
6 . /8/0
))*#
)
*0
,.+#.)*%/4//(*%),(
)
*01+**4,0
/=@
5161
#'
*$*
% !'&
?$
(*
*0.+41+* /
1+*)4/0 %*(4
/$
4(

+. 0$
*.+((

0+ 4,0
0$
(*: %*(4%*# 0$

/$
4(

+.+*41*#%*0
.*(4%0/=$
/$
4(
)4/0%*(4
)%(
/0+*
/
+.%*+.,+.1+*+
15%1
/
.
//%*#,.
5 *1+*+
/
6 ./,%((/=@
5171 ,%.&' &&'
+%+
,
?$
%08
6 .8/0
)
*#
)
*0(*)4/0$5
*
*0.+41+*/
1+*0+,.+5%

/.%,1+*+
0$

%08B+6*
//
0/*/
.5%
.
%*(4%*#40*+0(%)%0
0+=
•
+1+*:%*(4%*#+4*08C%
/D=
•
.5%
.
+4*.8=
• +,4(1+**+))4*%08/
.5
=
• 8/0
)/%9
:%*(4%*#0+0((
*#0$%*)%(
/:(
*#0$+
#.5%08)%*(%*
/:(
*#0$+
,.
//4.%9
C
+.
D
)%*/:**4)
.+
,4),/01+*/*/%,$+*/=
• 0.404.
/%5
.1*#/0+.)60
.0+0$
/
6 ./8/0
)=
• 0)*#
)
*0/8/0
)/=
•
6 ./8/0
)+6*
./$%,*+,
.1+*.
/,+*/%%(%1
/
06 **.+((

*,.%50

*11
/
+.
4,,
.*(+6
./
6 .(0
.(/=
• /1)0
*4)
.+.,
.
*0+
.
/%
*1(:+))
.%(:*%*4/0.%(/
.5%
+**
1+*/=
• *%-4
/
.5%
+4*.8+*%1+*/*$((
*#
C/D=
•

.
*
0+0$
*.+((

>/4,0+B0
),+
%0//*%0.8/
6 ./8/0
):/.
-4%.
%*/
1+*I=G
C,0

,+
*%0.8
6 .8/0
)D+
0$%/2$)
*0=@

%

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

>> %@F

-

1
*+,25AFM

- '+.0-7
-+.*',
> 2& '2: 1&-6*

011 2& -**-8',% ): ",
',%1 07*

60',% 2& 6
'2 .0'-0 2-

-+.*3,%'21NLNQ.
2A

'*60 2-.07,2
'1
&0%1- 18%2-160
8201- 2&22HM 7'-*2'-, -0-,2%-0:M

1.'** QL%**-,10
&',%160
8201I
60',%6
'2',% .0'-
A

+.*+,2NLNQ .
22-0
6 62601.'**1A

-1111'+.*+,23-,>2&'2: 1&-6*

,,6**:07'8 *+,2M,2'0*: -0,160',% **', -0+2'-,'1

602,
6.2-
2A

- &*. +160 !
37,11 ,
*'%, 8'2& 7'*
* ',
6120: 12,
0
%6'
,
> 2& '2: 1&-6*

&
)E70' :2& -**-8',%
2 -0',
*61'-,','21,920/6'0
6.
2@
12&1
&
6* -0
-,
6 2',%6
'21
,
&0
2-=
12&1
&
6* -06.
2',%2&80:12+,%+,2*,
,
&0
2-=
012
*'1&
+'*12-,1
',%-,'2-0
=

12&1801:12++,%+,2.0-%0+
1 0'.2'-,6.2-
2=
76
'21
,.0 -0+
-,1
&
6*=
12&80:12+,%+,2*,
,..0-7

:2&%-70,',%
-0
-,1
&
6*H70:1'9
:01I=

1112
2).2', 2&
-+.620';
+',2,,
+,%+,21:12+>
>2
A>.0-%0+16. 2-

2=
-1 2&1801:12+112 -707'80 0,
6.2-
2+.1=

%

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

>?%@F

-&*..0-7'
01'*',
>2&'2:1&-6*
@

,-2*0
:',.*
>
028-0)-0
00.-02 -06
'2',%-.,8-0)-0
01,
1121 -0,:
0.21.'***-
2'-,1A

+.*+,2 -0+*1
&
6* -0,160',%**
-+.*',

*',10*-%%
',2-+,%+,2

*,
01A

&

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

>@%@F
2,

*+,25AFN

?$
(* )4/0 %
*1
8 +.#*%91+*( .
/,+*/%(
* %*0
#.(
+. %),(
)
*1*# 0$
(+(
6 . 8/0
)

*#
)
*0(*0$.+4#$*+.#*%91+*($.0+
+0$
./%)%(.*..15
+4)
*01+*0$0%*(4
/<
• $
*)
+
0$

#((8
/,+*/%(
%(/.
-4%.
%*/
1+*J=GC
/%#*1+*+

#((8

/,+*/%(
%(D+
0$%/
*
.(.
.=
• $
,+/%1+*10(
/:0
(
,$+*
*4)
./:*
)%(.
//
/
+.)*#
)
*0:)%*%/0.15
:*
)%*0
**
,+/%1+*/.
/,+*/%(

+.%),(
)
*1*#/,
%
6 .8/0
)
*#
)
*0(*
(
)
*0/=
• .#*%91+*((%*
/+
40$+.%08=
• $%*+
+))4*%1+*
+..
,+.1*#/,%((/
.+).

%,0+
+),(%*0+.+0$
.%*
+.)1+*:%*(4%*#0$

,
./+*.
/,+*/%(

+..
,+.1*#/,%((/0+0$
00
*
#%+*(0
.+./*+0$
.#
*%
/:/
,,(%(
=C+.
7),(
:+4*08$
(0$+
.:+4*08
*5%.+*)
*0($
(0$%08:*00

+

)
.#
*8
.5%
/D=@

&

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

>A%@F

-

2
*+,25AFN

-'+.0-7
-+.*',
>2&'2:1&-6*

0112& -**-8',%",
',%107*

60',%2&6
'2.0'-02-
-+.*3,%
'21NLNQ.
2A

!

2'*'2:12 ', -0+
2&6
'22+2&22&'2:.07'-61*:
-+.*2
&'12-0'
*7*62'-,- '21

-**
2'-,1:12+-0%,';2'-,*01-60
18&'
&16%%12
2&,

'2'-,*12 ',%A

&'2: 1&-6*

-,1'
0
-+.*2',%,6.
2

-+.0&,1'77*62'-,- '219'12',%
-**
2'-,
1:12+01-60
1.0'-02-'21,920/6'0
6
'2

*',H
62-

:NENENLNTIA

+.0-7212',%H2*12,,6**:I,

-
6+,22'-, -0 20F&-6011.'**,-2' '
2'-,1:12+ -0NLNQ
.
2
- &*. +160 !
37,11 ,
*'%, 8'2& 7'*
* ',
6120: 12,
0
%6'
,
> 2& '2: 1&-6*

&
)E70' : 2& -**-8',%>+)
(612+,211,
110:>,
',
*6
,:
&,%1', 2&,92 0/6'0

6.
2@
72&0
,',12,
18&,107'

** -01.'**81,-2.0-.0*:0-62
2-01.-,1.01-,,*=
1**1.'**01.-,1
2'7'2:
-
6+,2
E.0.0
-0
=
7 2&0
, ,:
&,%1 ', 11'%,
01.-,1'
'*'2'1 -0 '+.*+,2',% 2& 80 :12+
,%+,2*,=

12&0.0-
11',.*
-0,160',%**
-,2
2', -0+2'-,0+',16.2-
2=

1.0-
1112
*'1&
-0,160',%2&2-0%A
&02'1
600,2=

-.0-7'
01'*',
,
*'%,8'2&7'*
*',
6120:12,
0
%6'
,
>2&'2:1&-6*

&
)E70' :2&
-**-8',%
2>+)
(612+,211,
110:>,
',
*6
,:
&,%1',2&,920/6'0
6.
2@
1'%,2+-02&,-,
2-&*.,160 6**,

-,2',6-61
-70%-
62'1A
,160 +-0 2&, -, 12 ++
0
, '+.*+,2 ,

01.-,1'
* -0 1.
' '
80 :12+
,%+,2*,*+,21A
0'-
'
**:07'8
-,2
2', -0+2'-,2&0-6%&-622&'1*+,2 -0,160',%
2'16.2-
2A

'

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

>B%@F
3,

*+,25AFO

?$
%08
6 .8/0
)
*#
)
*0(*)4/0%*(4
+,%
/+.*
(
0.+*%(%*'0+0$
*.+((

>/4..
*0/
6 .
/8/0
)4/
+.%**
/:/
.5%
#.

)
*0/:*A+.+0$
.(
#((8%*%*#,.+
4.
/0+
)+*/0.0
0$
*.+((

,+//
//
/0$
*

//.8(
#(40$+.%08=
• .
5 *0%((%%0%/$.#
/%*0+%0//*%0.8/
6 ./8/0
)
.+)%*!+6*%*(0.1+*C
E
D;4*40$+.%9

/0+.)60
.;$
)%(4),%*#;4*40$+.%9

.%/;.++0/;
0/:+%(/:*#.
/
;*0./$:%*(4%*#
.#/*+0$
.
.%/0$04/
(+'#
/=
• +((+.0
6%0$/0+.)/
6 .#
*%
/0+++.%*0

)
.#
*8/,%((.
/,+*/
/:
*/4.

//0+/0+.)
/
6 ./8/0
)/4.%*#/,%((
5 *0/:*,.
5 *04*%*0
*1+*(.+//+**
1+*/+
/*%0.8/
6 .
%*
./0.404.
0+/0+.)/
6 .%*
./0.404.
=
•
-4%.
0$0/
6 ./8/0
)+),+*
*0/*+**
1+*/
,.+,
.(8
/%#*
*+*/0.40
=
• */4.

//
+.)%*0
**
:%*/,
1+*:*A+..
,%./
+.,+.1+*/+
0$
/
.5%
(0
.(+6*

*A+.+,
.0
80$
*.+((

=
• *
+.
5%+(1+*C/D+
+.%**
/:/
.5%
#.

)
*0/:+.+0$
.(
#((8%*%*#,.+
4.
/=
• ?0%*
/
)
*0
//%%(%08#.

)
*0/
+.(+1+*/.
-4%.%*#/
6 ./8/0
)+,
.1+*/*
)%*0
**
:/,,(%(
=@

'

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

>C%@F
!)$
$!
!
!
$-

!%3
*+,2F5AFO

-'+.0-7
-+.*',
>2&'2:1&-6*

0112& -**-8',%",
',%107*

60',%2&6
'2.0'-02-
-+.*3,%
'21NLNQ.
2A

!

-,

-+160!
37,11,
,160*'%,+,28'2&7'*
*',
6120:12,
0
%6'
,
>2&'2:1&-6*

&
)E70' :2& -**-8',%
2 -0',
*61'-,','21,920/6'0
6.
2@
0'-
'
**:07'8'2:
-
1,
-0
',,
12-,1602&:0
/62', 6* '**',%**0/6'0
*%*
0/6'0+,21A
&
) -0',12,
18&,2&
-
E-0
',,

'
,-2

0111.
' '
,
E
'0
6+12,
A

-.0-7'
01'*',
,
*'%,8'2&7'*
*',
6120:12,
0
%6'
,
>2&'2:1&-6*

&
)E70' :2&
-**-8',%
2>+)
(612+,211,
110:>,
',
*6
,:
&,%1',2&,920/6'0
6.
2@
-,'2-0.0 -0+,
- -0
',,
1>
-
1>,
%0+,21 -0
'
',
'1,
-+'11'-,1A
0 -0+.0'-
'
07'8- -0
',,
1>
-
1>,
107'
%0+,21A
2:
012- ',
6120:20,
1,
*-
*-0
',,
12&26%
2-.02'-,1A

(

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

>D%@F
4,

*+,2F5AFP
8151

?$
(*)4/0%*(4
0$
%0
)/(%/0

(+60$0.
,,.+,.%0
*,,(%(
0+0$
*.+((

>//8/0
)=
*4,B0+B0
),C/D+
0$
/*%0.8/
6 ./8/0
):*,.+
4.
/
+.)%*0%*%*#*,.+5%%*#00
*

#%+*(0
.+./0

//0+0$
),C/D=$
),C/D)4/0/$+6#.5%08(%*
/
#)
*0/*)*$+(
/:
,4),%*#
%(%1
/: ,.
//4.
,%,
/ * 5(5
/: * ,,(%(
/0+.)60
. +*5
8*

%(%1
/6%0$%* 0$

/
6 ./8/0
)/
.5%
.
+4*.%
/=@
8161 %+!(+
#%("!!

!'!!(+
(&

? /$
4(%*# /8/0
) * 0 +((
1+* /8/0
)
+. ,.
5 *15
+,
.1+* * )%*0
**
15%1
/
+*40
8/0
*+*0.0+./=
$
/$
4(%*#/8/0
))4/0%*(4
<
•
*/,
1+**)%*0
**
15%1
/: %#$
.B
.
-4
*8%*/,
1+*/
•
%*0
**
+
'*+6*,.+(
).
/%*(4%*#.
/6%0$0.

.++0,.+(
)/
•
#4(.5%/4(*(+/
B%.4%00
(
5%/%+*CD%*/,
1+*/+
)*$+(
/*/
6 .,%,
/=
$
0 +((
1+* /8/0
))4/0 +4)
*0 0$
0
.+) /8/0
) %*/,
1+* *)%*0
**
15%1
/:
%*(4%*#/8/0
).
/A+),+*
*0/,.+*
0+.++0B%*0.4/%+*.
/4(1*#%*/8/0
)'4,*A+.
%(4.
=@
8171

?
*B$+4/
*
70 .*( 0.%*%*# ,.+5%
+* .
#4(. /%/
+. /*%0.8 /
6 . /8/0
) +,
.1+*/ *
)%*0
**
/0
*+*0.0+./=
$
0.%*%*#)4/0+5
.0$
.
-4%.
)
*0/+
0$%/
*
.(.
.;0$
*.+((

>/,%(()
.#
*8
/,+*/
(*
,.+
4.
/*,.1
.%((/:/'%((

/1)1+*+
/,%((5+(4)

+.
(+,
.0+./:*
(
0.+*%

.
,+.1*#,.+
4.
/
+./0
/4)%3*#0=@
8181 $*
# !' !+!'"%.

?*%*5
*0+.8+
/
6 ./8/0
)
-4%,)
*0:%*(4%*#%
*11+*+
.%1(.
,(
)
*0A/,.
,.0/=@

(

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

>E%@F
!)$
$!
!
!
$-

!%4
*+,2F5AFP

-'+.0-7
-+.*',
>2&'2:1&-6*

0112& -**-8',%",
',%107*

60',%2&6
'2.0'-02-
-+.*3,%
'21NLNQ.
2A

!

-,

-+160!
37,11,
,160*'%,+,28'2&7'*
*',
6120:12,
0
%6'
,
>2&'2:1&-6*

&
)E70' :2& -**-8',%
2 -0',
*61'-,','21,920/6'0
6.
2@
0**+.6.
21
-+.*2
',2'+*:+,,0=
012 20',
2-.0-7'
+.6.
2', -0+2'-,=
0,8*:',12**
1121',
-0.-02
',2-+.1=
0'2:+',2,,
>-.02'-,1>,%',0',%8-0)-0
01.0'-
'
**:07'8
-0
-+.*2,11=
-12&'2:+-,'2-0C-.,D-0C-70
6D8-0)-0
01=
0',1.
2'-,,
+',2,,

2'7'2'10
6 ',%2&,6+
0,
7-*6+- 1.'**1=

1+',2,,
8-0)
',%
-+.*2
11
&
6*
=
0',1.
2'-,1- .'.1>+,&-*1>,
*' 2122'-,1
',%
-+.*2
=
-12&'2:&7.0-
2'70--2
-,20-*.0-%0+=
1**20',',%
,
-+.*2
11
&
6*
=
7
-,1'12,220',',%0
-0
1
,+',2',
=
712
+-,1202

'*'2:E),-8*
% 2020',',%=
7
-,20
2-010
'7
>2+','+6+>
'0
2'-,1 -0MI0.-02',%1.'**1>
-,2',+,2>1
60',%1'21=
12&',7,2-0:*'12
,6
'2
11
&
6*
=
7,:',7,2-0:
'
',
'1-0-+'11'-,1
,
'1
-70
=

(

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

>F%@F

-.0-7'
01'*',
,
*'%,8'2&7'*
*',
6120:12,
0
%6'
,
>2&'2:1&-6*

&
)E70' :2&
-**-8',%
2>+)
(612+,211,
110:>,
',
*6
,:
&,%1',2&,920/6'0
6.
2@
7*-.2,
0
.02',%0-

60HI -06.
2',%+.18&,00-010
'1
-70
A
7*-. ,
61 -0+1 H..0 -0 *
20-,'
I -0
2
-**
2'-, 2&0-6%& ',1.
2'-,1 2- ,160 **
.02',,2', -0+2'-,'1
-,1'12,2*:
-**
2 A
0'-
'
**:7*62',1.
2'-,',207*12-&*.,1602&:0-.2'+';
A
/6'012 2-
+-,1202
'*'2:,
E-0),-8*
% -0**20',',%
2'7'2'1A
-,'2-0/6'.+,2,

0'2'
*1.0.02161% -0,
20,
1A
,160
0-11F20',',% -0
2 6
+'2201 -0 ,160',% +-0 2&, -, 12 ++
0
,

-**
2E+,%**0/6'0
1.'**
2,
+2**0/6'0

*',11.
' '
',22
&+,2M- 2&
'116
A

)

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

?=%@F
5,

*+,2F5AFQ
9151

?$
(*)4/0%*(4
0$

+((+6%*#%0
)//,,.+,.%0
*,,(%(
0+0$
*.+((

>//8/0
)=@
?,0

/%#*.%0
.%:*+*/0.41+*/0*./*/,
%1+*/:
+. 0$
+*/0.41+*:%*/0((1+*:
.
,%.: * .
$%(%01+* +

7%/1*# * ,.+,+/
/8/0
) %*
./0.404.
+),+*
*0/: %*(4%*# 40 *+0
(%)%0
0+ ,%,
(%*
/: ,4), /01+*/: * +0$
. /8/0
) ,,4.0
**
/=

7%/1*#
/%#* .%0
.% *
+*/0.41+* /0*./ .

%
*0 0+ .
// 0$
*

//.8 +),+*
*0B/,
% $8.4(% ,%08 /
/,
%
%*/
1+*KC8/0
)5(41+*:,%08//4.*
*,%0(
),.+5
)
*0/D+
0$%/2$)
*0:
0$
,.+
4.
/)4/0%*(4
+),+*
*0B/,
%
5(41+*+
0$

/%#*.%0
.%=@
9161

?.+
4.
/:*/0*./
+.0$
%*/,
1+**0
/1*#+
*
6(8+*/0.40
:*
6(8%*/0((
:.
,%.
:
*.
$%(%00
/8/0
),%,
(%*
/:,4),/:*+0$
.
-4%,)
*0*,,4.0
**
/=@

)

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

?>%@F
!)$
$!
!
!
$-

!%5
*+,2F5AFQ

-+160!
37,11,
,160*'%,+,28'2&7'*
*',
6120:12,
0
%6'
,
>2&'2:1&-6*

&
)E70' :2& -**-8',%
2 -0',
*61'-,','21,920/6'0
6.
2@
-12&'2:'+.*+,2'21
600,2
1'%,,

-,1206
2'-,12,
0
1>1.
' '
2'-,1>,
',1.
2'-,
.0-

601=
-1 2& '2: .0'-
'
**: 07'8
1'%, ,

-,1206
2'-, 12,
0
1> 1.
' '
2'-,1> ,
',1.
2'-,
.0-

601 -0,160',%
-, -0+,
2-0/6'0+,21=
-12&'2:&707'8.0-
11 -0'2112,
0
1,
.0-

601=
0,:
1'%,-0',12**2'-,
'
',
'1 -6,

60',%800,2:',1.
2'-,1=
0&:
06*'
+-
* ',
',%1',
*6

',2&
1'%,.0-
11=
-12&'2:12:
012- ',
6120:
1'%,12,
0
1=

-.0-7'
01'*',
,
*'%,8'2&7'*
*',
6120:12,
0
%6'
,
>2&'2:1&-6*

&
)E70' :2&
-**-8',%
2>+)
(612+,211,
110:>,
',
*6
,:
&,%1',2&,920/6'0
6.
2@
2:',%
012- ',
6120:20,
1,
12,
0
1A
0 -0+',% 800,2: ',1.
2'-,1 - ,8*: ',12**
-0 0.'0
1121 2- 7*62
1'%, ,

',12**2'-,.0
2'
1A
7*62',%1F
6'*2
&,%1 -020,
1,
01 -0
1'%,,
.0 -0+,
'+.0-7+,21A

*

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

??%@F
6,

*+,2F5AFR

?$
(*)4/0%*(4
*4,B0+B0
,%(()
.#
*8
/,+*/
(*0+
*/4.
,.+),0
0 1+**.
/,+*/

0+ /,%((/ 0+ .
4
/,%(( 5+(4)
/ * +((
0 %*
+.)1+*
+. ,.
5 *1+* +

404.
/,%((/= $
,%(( )
.#
*8

/,+*/
(*)4/0%*(4
,.+
4.
/0+)

0((0$

+((+6%*#=
• ?
+1
8,.%).8.
/,+*
./:,,.+,.%0
(+(+ %(/:*,,.+,.%0
.
#4(0+.8#
*%
/+
/,%((%*
1)
(8)**
.=
•
+1
8+0$
.

0

*11
/C
+.
7),(
:$
(0$#
*%
/:60
./4,,(%
./:
0=D+
/,%((/0$0

0
,4(%$
(0$+..
$60
./+
0$
00
=
• +),(86%0$0$
*+11+*:)+*%0+.%*#*.
,+.1*#.
-4%.
)
*0/+
0$%/
*
.(.
.:00
(6
*.
#4(1+*/:*,,(%(

#%+*(0
.+..
./=
• */4.
0$0,,.+,.%0
/0
*+*0.0+./%),(
)
*00$
,%(()
.#
*8
/,+*/
(**.

,,.+,.%0
(80.%*
=
• .
//
)
.#
*8/8/0
)+,
.1+*/:0. +*0.+(*+0$
.*

//.8.
/,+*/
15%1
/=
• +*0%*/,%((*,.
5 *0A)%*%)%9
%/$.#
0+60
./+
0$
00
+.*8.%*#
+*5
8*

/8/0
)=
•
%*%)%9
*.
)
%0
,4(%$
(0$%),0/*5
./
%),0/+*
*
%(4/
/+
60
./+
0$

00
=
•
)+5
/
6#

.+)0$
.%*#
+*5
8*
/8/0
)=
• (
*0$
/,%((.
*.%*#
+*5
8*
/8/0
)%*)**
.0$0+
/*+0%*5
.0
*0(8%),0

*
%(4/
/%*0$
.

%5%*#60
./=
•
),(
)
*00
$*+(+#%
/:,.1
/:
-4%,)
*0:*%*0
.#
*8++.%*1+*0+
7,
%0
/,%((
+*0%*)
*0*.
+5
.8=
•
),(
)
*0,.

B,(**
++.%*1+**+((+.1+*6%0$/0+.).%*#
*%
/*+0$
.41(%08
#
*%
/A
,.0)
*0/,.%+.:4.%*#:*"
./,%((
5 *0=
• +*40,+/0B/,%((4%*
+
/,%((.
/,+*/
15%1
/=
• +4)
*0*.
,+.0/,%((
5 *0//.
-4%.
%*0$%/
*
.(.
.=
• **4((8:.
5%
6*//
//

15
*
//+
0$
,%(()
.#
*8
/,+*/
(*:*4,0
0$
(*/
*

=@

*

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

?@%@F

-

6
*+,2F5AFR

-'+.0-7
-+.*',
>2&'2:1&-6*

0112& -**-8',%",
',%107*

60',%2&6
'2.0'-02-

-+.*3,%'21NLNQ.
2A

!

&'2:B19'12',%NLNO.'**+0%,
:1.-,1*,HI
-6*

602&0'+.0-7
-0 '*
12 A

&'2:1&-6*

-,1'
00
1'%,',%2&.'**+0%,
:1.-,1*,HI2-'+.0-7'2161
'*'2:>
'+.0-7
-+.*',
8'2&22AFR,
M0/6'0+,21>,
'+.0-7
2'7,11- 61
:'2: '*

12 .0'-0 2-
-+.*2'-, - '21 ,92 0/6'0
6
'2

*', H
6 2-

: NENENLNTIA-
602&0 '+.0-7 2& 9'12',% > 2& '2:
-6*

-,1'
0

',% 1.
' '
-0+1 2- 2& -0
'+.0-7',% '*

2
-**
2'-, ,
16..-02',% 1.'**
*
6*2'-,1 H1.'** 1202 2'+
2> 1.'** 7-*6+
12'+2'-,1>2
AI,
*F ,-2' '
2'-, 0/6'0
', -0+2'-,> '*
',207'81E/612'-,1> 20',',%
0 -0
1>,

-+.*2',%0/6'0
.-12F1.'**1111+,21A

-+160!
37,11,
,160*'%,+,28'2&7'*
*',
6120:12,
0
%6'
,
>2&'2:1&-6*

&
)E70' :2& -**-8',%
2 -0',
*61'-,','21,920/6'0
6.
2@
&
) 2- ,160 2& '2: '1 '+.*+,2',% ** 0
-++,
2'-,1 -0 1.'** +0%,
: 01.-,1 .*,1
',
-0.-02
',6'
,
,6*H1.%1OQFOUI',
*6
',%..0-.0'2 '*

2
-**
2'-,
-01.'**12-
-+.*:8'2&22AMA
-12&'2:'+.*+,2,
2'7.'**+0%,
:1.-,1*,=

*

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

?A%@F

-.0-7'
01'*',
,
*'%,8'2&7'*
*',
6120:12,
0
%6'
,
>2&'2:1&-6*

&
)E70' :2&
-**-8',%
2>+)
(612+,211,
110:>,
',
*6
,:
&,%1',2&,920/6'0
6.
2@
0-7'
20',',%-,0%6*0
1'1 -0**1.'**01.-,112 A0',',%1&-6*
',
*6
@
20+',',%.'**202'+
20+',',%1.'**7-*6+,
7-*6+0
-70
A
2-**
2'-,H -0+1I
-,2',+,2,

*,6.A

26
+'22',%
7*-.20',',%.*, -0
-,20
2 107'
1A
0'-
'
**:07'8.-12F1.'**1111+,21E20,
1A

+

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

?B%@F
7,

*+,2F5AFS

?$

6 .8/0
)
*#
)
*0(*)4/0%*(4
,.+
4.
/
+.0$

5(41+*+
0$
*.+((

>//
.5%
.

0+
0 .)%*
6$
0$
./
6 .,%,
(+'#
+*0.+(,.+#.)%/*

0++*0.+(
0/:+%(/:#.
/
:.#/:*

.%/=

0$
*.+((

0 .)%*
/0$0,.+#.)%/*+0*

:0$
*.+((

/$((,.+5%
&4/11+*%*%0/(*

+.6$8,.+#.)%/*+0*

=$
,.+
4.
/)4/0%*(4
:0)%*%)4)<
• *%),(
)
*01+*,(**/$
4(

+.,4(%
41+**+40.
$,.+#.)0$0,.+)+0
/
,.+,
.%/,+/(+
,%,
B(+'%*#/4/0*
/=
• ,(**/$
4(

+.0$
%/,+/(+
,%,
B(+'%*#/4/0*
/#
*
.0
6%0$%*0$
/*%0.8/
6 .
/8/0
)/
.5%
.
=$%/%*(4
/(%/0+

,0(
%/,+/(
%(%1
/*A+.%1+*(
%(%1
/
*

0+
-40
(8%/,+/
+
/4/0*
/#
*
.0
6%0$%*/*%0.8/
6 ./8/0
)/
.5%
.
=
• $
(
#(40$+.%08,.+$%%0/%/$.#
/0+0$
/8/0
)*%
*1
/)
/4.
/0+,.
5 *0/,%((/*
(+'#
/=
•
-4%.
)
*0/0+%*/0((#.
/
.
)+5(
5%
/C/4$/0.,/+.%*0
.
,0+./D:
/%#*/0*./
+.0$

.
)+5(
5%
/:)%*0
**
.
-4%.
)
*0/:
/0)*#
)
*0,.1
/.
-4%.
)
*0/:.
+.'

,%*#:
*.
,+.1*#.
-4%.
)
*0/=
• 40$+.%080+%*/,
0#.
/
,.+4%*#
%(%1
/:
*
+.
)
*040$+.%1
/:*6$
0$
.0$
*.+((

$/
/4 %
*0/0
0+%*/,
0*
*
+.
0$

0/:+%(/:*#.
/
+.%**
=
• *%
*11+*+
/*%0.8/
6 ./8/0
)/
1+*//4&
00+
0/:+%(/:*#.
/
(+'#
/*

/0(%/$)
*0+
(
*%*#/$
4(

+.
$/
1+*;*
•
),(
)
*01+*+
/+4.
+*0.+()
/4.
/
+.((/+4.
/+

0/:+%(/:*#.
/
.
$%*#0$
/*%0.8
/
6 ./8/0
)
+.
$/
1+*%
*1
+5
=@

+

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

?C%@F

-

7
*+,2F5AFS

-'+.0-7
-+.*',
>2&'2:1&-6*

0112& -**-8',%",
',%107*

60',%2&6
'2.0'-02-

-+.*3,%'21NLNQ.
2A

-+160!
37,11,
,160*'%,+,28'2&7'*
*',
6120:12,
0
%6'
,
>2&'2:1&-6*

&
)E70' :2& -**-8',%
2 -0',
*61'-,','21,920/6'0
6.
2@
72&0
,,:
*-
)%1E1.'**1 0-+,:'
,2' '
.0-
*+0=

12&'2:0
'7',%

)-,.6
*'
-620
& -021=

1 2&

0'1 ,
-2&0 18% 1-*'
1
-**
2
60',%
*,',%
2'7'2'1
',%
'1.-1
-
..0-.0'2*:=
-12&'2:&7.*,,
1
&
6* -0',1.
2'-,- %01.0-
6 ',%
'*'2'1=12&1
&
6*

&0
2-=
72&0
,1.'**1
62-9
11'7 21>-'*>-0%01',2&1:12+=
0-60
-,20-*12 ',
*6

',2&.*,
&
).0-
11=

+

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

?D%@F

-.0-7'
01'*',
,
*'%,8'2&7'*
*',
6120:12,
0
%6'
,
>2&'2:1&-6*

&
)E70' :2&
-**-8',%
2>+)
(612+,211,
110:>,
',
*6
,:
&,%1',2&,920/6'0
6.
2@

,1.
21121
'0
2*:
-8,120+- %01.0-
6 ',%
61',1112-,1601-60

-,20-*'1
2'7A
7*-.-620
&
--0&,%01-0 *:012-.0 -0+20%2
-620
&8&,
'1
-70'10+
',
2& '*
A
0 -0+0%6*01111+,21- 1:12+11212-+-,'2-0.0 -0+, A
12
*'1&E.0-
11 -07*62',%.'.
*,',%
2'7,11A

,

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

?E%@F
8,

+
+

*+,2F5AFT

?$
(*)4/0%*(4
,.+
4.
/*15%1
/
+.
• +41*

5(41+**#4%*
+
/8/0
)+*%1+*/:
• ,%08#4%*
*
/%#*.%0
.%=
• .%+.%191+*+
+..
15
1+*/=
• ,%0(%),.+5
)
*0,(*=@

?$
(*)4/0%*(4
,.+
4.
/0+<
• 5(40
0$
/*%0.8/
6 ./8/0
)//
0/41(%9%*#0$

/0,.1
/*0
$*+(+#%
/5%((
=
•

*1
8*&4/1
80$
)+4*0C,
.
*0#
D+
%0//8/0
)
+.%0/+*%1+*0+
//
//

$8
.=
• .%+.%19
0$
+*%1+*4%*
+
/8/0
).
/0$0<
• +($%#$(
5 (+

*5%.+*)
*0(+*/
-4
*
/%
54(*
.(
0++((,/
:
%(4.
:(+'#
:,%08
%//4
/:+.+0$
./8/0
)
%
*%
/=
• .
%*+.6%0$%*0$
5%%*%08+
/4.

60
./:/0

,0
..%*:$%#$#.+4*60
.
(
51+*/:*

*5%.+*)
*0((8/
*/%15
.
/=
• .
6%0$%*0$
5%%*%08+
.

%5%*#60
.6%0$0
.%(B.
(0
%),%.)
*0+*0$
)+/04..
*0
(
*0
.0/
1+*HFHCD
%/0=
• //
//0$
/8/0
)+*%1+*/4/%*#5%/4(+/
.51+*/:5%
+/4.5
%((*
*A+.+0$
.+),.(

/8/0
)%*/,
1+*)
0$+/=
• 1(%9
+/
.51+*/A4%0%*%*#/A
+))
*1+*/+
/8/0
)+*%1+*/0$0+*0.%40
0+
7%1*#+

/
6#

.+)0$
/8/0
)6$%$*.
/+*(8

7,
0
0+%/$.#
%*0+60
.+
0$
00
=
•
%*0%*+4)
*0/*.
+.'

,%*#+
/8/0
)
5(41+**+*%1+*4%*
%*/,
1+*/*
15%1
/:
•

*1
8/8/0
)//
0/54(*
.(
0+%.
0*%*%.
0%),0/+
(%)0
$*#
:%*(4%*#40*+0
(%)%0
0+/
(
5 (.%/
;!++%*#*A+.
.+/%+*4
0+%*.
/
/0+.)5+(4)
/:
.
-4
*8:*A+.
%*0
*/%08;6%(.
/;*%*.
/
,+6
.%/.4,1+*/=@

,

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

?F%@F

-

8
*+,2F5AFT

-'+.0-7
-+.*',
>2&'2:1&-6*

0112& -**-8',%",
',%107*

60',%2&6
'2.0'-02-

-+.*3,%'21NLNQ.
2A

!

-,1'
0
7*-.+,2- ,8
-**
2'-,1:12+*'+2*, -01801:12+',
*6
',%
62,-2*'+'2

011',%
2-01*'12
',',
',%1OANAO,
22AFTAM- 2&'116
',
*6
',%@
*7* 0'1 '+.
21 ',
*6
',% *--
',%>
-12* 0-1'-,> 1820 ',2061'-,> 2'
* ',6,
2'-, ,

16 +0%
*,
1

,
01
160
820 *-81
62-&'%&0',2,1'2:0',7,21A
*--
',%
'*
'0,
8'*
'0',
6 '+.
21
02&/6)',
6
+%

,
1*'
1
6
1'
,

011-, -0+,

-7 -0 602&0'+.0-7',%.0'-02-,926
'2A

-+160!
37,11,
,160*'%,+,28'2&7'*
*',
6120:12,
0
%6'
,
>2&'2:1&-6*

&
)E70' :2& -**-8',%
2 -0',
*61'-,','21,920/6'0
6.
2@
0
),6+
0- .
'2:F0*2
1.'**1-0160
&0%
-,
'2'-,1
60',%2&6
'2.0'-
=
12&1:12+01.-,

2-0',7,211',
'
2

:2&&:
06*'
+-
*=
72&0
,,:
&,%12-;-,',%
1'%,2'-,1H01'
,2'*>
-++0
'*>',
6120'*I=
',7,220,
1@ 12&0
,
&,%1',0',7,2-

600,
1>',2,1'2:>,

602'-,=
12&'2:B1
.'2*'+.0-7+,2.*,
,
&0
2-=

12&0,,,6*07'8- 2&.'2*
+.0-7+,2*,
:**,
110:',
'7'
6*1=
1 2& '2:
&0
2- '21 1:12+ 7*62'-,E
-,
'2'-, 1111+,2 -021= 160

: ,,6*
07'8,
6.
2- 1:12+',1.
2'-,1E7*62'-,1.0-

601A
12&'2:
&0
2-'21.0'-0'2';2'-,E
-00
2'7
2'-,1 -01800.'0,
.
'2:'+.0-7+,2
.0-(
21=160

:,,6*07'8,
'2:.0'-0'2';2'-,E
-00
2'7
2'-,1.0-

601A

,

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

@=%@F
9,

+

+

*+,2F5AFU

?$
(*)4/0%*(4
*,15

*#
)
*0/
1+*0$0.
//
/(*B%),(
)
*01+*

15
*
//*
0$
/0
,/
+.*

//.8(*%),.+5
)
*0:%*(4%*#<
•
%*0%*%*#.
(
5*0%*
+.)1+*:%*(4%*#4%0*%*#/:0+
/0(%/$*,.%+.%19
,,.+,.%0
(*
15%1
/=
•
+*%0+.%*#0$
%),(
)
*01+**)
/4.%*#0$

15
*
//+

$(*(
)
*0=
• //
//%*#0$
/4
//+
0$
,.
5 *15
+,
.1+**)%*0
**
15%1
/=
• ,1*#(*,.+
4.
/*15%1
/:/,,.+,.%0
:/
+*.
/4(0/+
)+*%0+.%*#*
,
.
+.)*

5(41+*/;*
•

*1
8%*#*%((4/0.1*#/,%((0.
*/:%*(4%*#/,%((
.
-4
*8:(+1+*/:*
/1)0
5+(4)
/=@

,

0(2)*#
$
#$*
"$. *9E6?6?>*%E6?6?A: *2%$"#$*

@>%@F

-

9
*+,2F5AFU

-+160!
37,11,
,160*'%,+,28'2&7'*
*',
6120:12,
0
%6'
,
>2&'2:1&-6*

&
)E70' :2& -**-8',%
2 -0',
*61'-,','21,920/6'0
6.
2@
• 020,
1
',%+-,'2-0
,

-00
37
3-,2),1,
110:=
7
:0 -0+,

,
'
2-01
,
7*-.
2-+1602&
2'7,11-
&80:12+
,%+,2*,*+,2=
1.*,,
1
&
6*
,12
*'1&
2-

0116
'2 ',
',%1E
'
',
'1=
7
&,%1
,+
2-8-0).0-%0+1,
.0-

601

61- +-,'2-0',% -021=

-.0-7'
01'*',
,
*'%,8'2&7'*
*',
6120:12,
0
%6'
,
>2&'2:1&-6*

&
)E70' :2&
-**-8',%
2>+)
(612+,211,
110:>,
',
*6
,:
&,%1',2&,920/6'0
6.
2@
7*-.):.0 -0+,
',
'
2-012-+160
2'7,11- 2&80:12+,%+,2*,A
0 -0+ .0'-
'
07'81 - 2& 80 :12+,%+,2 *, 2- &*. ,160 2& .*, '1 ',%
.0-.0*:'+.*+,2
A
7*-.,

&02-2'+*',2-
-00
2
'
',
'1 -6,

60',%2&6
'2.0-
11A
0'-
'
**:7*628-0).0-%0+12-&*.,160
2'7,11A

%$

0(2)*#
$
#$*
"$. *9.
?=?>7.
?=?A:8 *2%$"#$*

@?%@B
10,

*+,2F5AFML

?$
(*/$((%*(4
%*0
.*(4%0,.+
4.
/:,,.+,.%0
0+0$
/%9
*,
.
+.)*
+
0$
/8/0
):
+.0$

*.+((

0++),(86%0$/
1+*J=IC
6 .8/0
)
*#
)
*0(*4%0/D+
0$%/
*
.(.
.=@

!
?$
*.+((

/$((+*40*%*0
.*(4%0+
%0/
6 .8/0
)
*#
)
*0(*:*%),(
)
*01+*+
%0/
(*:0)%*%)4)
.
-4
*8+
+*

5 .80$.

8
./=$
4%0)4/0
+*40

+.0$
,
.%+"
.0$

* +
0$
*.+((

>/(/0 .
-4%.
4%0 ,
.%+=%0$%* /%7)+*0$/ "
. 0$

* +
0$
.
-4%.
HB8
. 4%0
,
.%+:0$

#((8
/,+*/%(
%(/$((/4)%0*4%0.
,+.0%*0+0$
+*(%*

*%0.8
6 .8/0
)
0/
,
.0$
.
-4%.
)
*0/%*/
1+*H=GFC
6 .8/0
)
*#
)
*0(*4%0
,+.1*#
-4%.
)
*0/D
+
2$)
*0G+
0$%/
*
.(.
.=4%0.
,+.0//4)%2
0+0$

*%0.8
6 .8/0
)0/

6%((
5%
6(
+*(80+0
.+.//0
=$
%*0
.*(4%0/$((
,,.+,.%0
(8/(
0+0$
/%9
+
0$

/8/0
)C/D*0$
*4)
.+
/,%((/=$
*.+((

>//
6 ./8/0
)+,
.0+./)4/0
%*5+(5
%*+),(
1*#0$

4%0=0)%*%)4):0$
4%0)4/0<
• 5(40
0$
%),(
)
*01+**

15
*
//+
0$
*.+((

>/
6 .8/0
)
*#
)
*0(*%*
,.
5 *1*#/,%((/=
• 5(40
0$
*.+((

>/+),(%*
6%0$0$%/
*
.(.
.=
•

*1
8
6 .8/0
)
*#
)
*0(*
%
*%
/%*.
//%*#+*#+%*#/,%((/*%/$.#
/0+
60
./+
0$
00
;*
•

*1
8*

//.8)+%1+*/0+0$

6 .8/0
)
*#
)
*0(*0++..
0
%
*%
/=
• $
*.+((

/$((/4)%0+),(
0 4%0.
,+.00$0%*(4
/<
• 4%0*%*#/*.
+))
*
+..
15
1+*/=
• /00
)
*00$0/
6 ./8/0
)+,
.0+./>%*,40+*0$
4%0*%*#/$/

*+*/%
.
;*
• ,.+,+/
/$
4(

+.0$
*.+((

0+.
//0$
%
*1

%
*%
/=@

%$

0(2)*#
$
#$*
"$. *9.
?=?>7.
?=?A: 8 *2%$ "#$*

@@ %@B

-

10
*+,2F 5AFML

-'+.0-7
-+.*',
>2&'2: 1&-6*

0112& -**-8',%",
',%107*

60',%2&6
'2.0'-02-

-+.*3,%'21NLNQ.
2A

!

'*602-
-+.*2*126
'2
:NENENLNQA

,160
-+.*2'-,- ** 62606
'210.*,,

-0
',%*:8**F&
- 0/6'0

*',1A
,1606
'2 ',
',%1 0',
-0.-02
',2-1,
110:?62'*';&,%
-%10/6'0
2-,-2
,:
&,%12-
-0
F..0-7

-
6+,2A

-+160!
37,11,
,160*'%,+,28'2&7'*
*',
6120:12,
0
%6'
,
> 2&'2: 1&-6*

&
)E70' :2& -**-8',%
2 -0',
*61'-,','21,920/6'0
6.
2@
76
'21
,.0 -0+
10/6'0
=
72&6
'211111

-+.*',
>'+.*+,22'-,>,

2'7,11=
7
'
',
'1
,'
,2' '
=
1.*,,
1
&
6*2-0
2' :2&
'
',
'1
,12
*'1&
=

-+160!
37,11,
,160*'%,+,28'2&7'*
*',
6120:12,
0
%6'
,
> 2&'2: 1&-6*

&
)E70' :2& -**-8',%
2 -0',
*61'-,','21,920/6'0
6.
2@
0'-
'
**: 7*62 ): .0 -0+,
',
'
2-01 2- 1111
2'7,11 -
& 80 :12+
,%+,2*,*+,2A
7*62.07'-616
'2 ',
',%1 -0,160',%
'
',
'1&7**
,

011
E0
2' '
A
*,
02&6
'2
6
21,

-+.*22&6
'2-,2'+A
0.0 -0 ,,-6,

E6,,,-6,

-+.*',
',1.
2'-,1
: 0%6*2-01 ,

.0-
2'7 8'2&
.0.0',% 0/6'0
6
'21
:
-+.*2',% 2& 22 20 -0
0F
,1.
2'-, 612'-,,'0 H1
..,
'9MIA

%%

0(2)*#
$
#$*
"$. *9.
?=?>7.
?=?A:8 *2%$"#$*

@A%@B
11,

*+,2F5AFMM

?$
(*)4/0%*(4
,.+
4.
/
+.0$
*.+((

0++))4*%0
6%0$<
• $
,4(%
+./,%((/*%/$.#
/.
/4(1*#%*(+/4.
/+
,4(%.
/:+.0$0
*0
./+4.
+
.%*'%*#
60
.:*0$

5 (+,)
*0:%),(
)
*01+*:4,0
+
%0/(*:%*(4%*#+,,+.04*%1
/
+.,4(%%*,40
0+(*%),(
)
*01+**4,0
/=
• 6*
./A+,
.0+./+
/8/0
)/0$0+**
0%*0+0$
*.+((

>//8/0
):%*(4%*#/0
((%0
/8/0
)/:
+.
/8/0
)+,
.1+*:)%*0
**
:*,%0(%),.+5
)
*0B.
(0
15%1
/=@

%%

0(2)*#
$
#$*
"$. *9.
?=?>7.
?=?A:8 *2%$"#$*

@B%@B

-

11
*+,2F5AFML

-+160!
37,11,
,160*'%,+,28'2&7'*
*',
6120:12,
0
%6'
,
>2&'2:1&-6*

&
)E70' :2& -**-8',%
2 -0',
*61'-,','21,920/6'0
6.
2@
-1 2& '2: .*
** 80 :12+ ,%+,2 *,
2'-, '2+1 -, 2& %,
-0 0%6*0

-6,1*E
-0
+2',%1=
-12&'2:&71'%,%>-0-2&0+,1>0
'*:7'*
*2-,-2' :2&.6
*'
- ,7A-0.6
*'
0'1)

2-010*2
2-18%1.'**=
-12&'2:0%6*0*:
-++6,'
28'2&-2&01:12+1
-,,
2 2-2&1:12+=
12&.6
*'
-0

2&-..-026,'2:2-.0-7'
',.6212&.0-%0+81
',%'+.*+,2
=
-12&'2:.0 -0+-620
&2-01'
,2'*
612-+01=

-+160!
37,11,
,160*'%,+,28'2&7'*
*',
6120:12,
0
%6'
,
>2&'2:1&-6*

&
)E70' :2& -**-8',%
2 -0',
*61'-,','21,920/6'0
6.
2@
',2',
-,1'12,2.01,
',2&107'
0
:22,
',%
-++6,'2:7,21-0'116',%.0'-
'

,81*2201-0-2&0
-++6,'
2'-,12-2&.6
*'
A
)'2
*0,
1: -02&.6
*'
2-
-,2
22&'2:A

San Clemente City CouncilOctober 21, 2025

San Clemente City Council
October 21, 2025