City of Santa Clarita
Sewer System Management Plan
May 2, 2025
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i
Table of Contents
Preface1
1.0 Goal and Introduction ........................................................................................................ 2
1.1 Regulatory Context ........................................................................................................... 2
1.2 Sewer System Management Plan Update Schedule .......................................................... 3
1.3 Sewer System Asset Overview ......................................................................................... 3 CIWQS Identification ................................................................................................... 3 Definitions and Abbreviations . .......................................................................................... 3
2.0 Organization .................................................................................................................... 13
2.1 Nam
e of Legally Responsible Official ............................................................................ 13
2.2 Organization Chart .......................................................................................................... 13
2.3 Contact Information ................................................................................................................... 13
2.4 Description of CSMD Responsibilities .................................................................................... 14
2.5 Key Support Divisions within City ........................................................................................... 15
2.6 Chain of Communication for SSO Reporting .......................................................................... 16
2.7 Spill Reporting Chain of Communication ................................................................................ 16
3.0 Legal Authority ............................................................................................................... 23
3.1 Legal Authority ......................................................................................................................... 23
4.0 Operations and Maintenance Program ............................................................................ 26
4.1 Up-to-Date Map of the Collection System ...................................................................... 26
4.2 Preventative Maintenance Program .............................................................................. 30
4.3 Rehabilitation and Replacement Plan .......................................................................... 33
4.4 Accumulative Capital Outlay Program of the Consolidated Sew er Maintenance District (CSMD) .......................................................................................................... 33
4.5 Equipment Maintenance and Replacement Policy ........................................................ 34
4.6 Training for Field Operations Personnel and Contractors ........................................... 34
5.0 Design and Performance Provisions ............................................................................... 35
5.1 Design and Construction Standards and Specifications ............................................... 35
5.2 Procedures and Standards for Inspection and Testing New and Rehabilitated Collection Sewer Facilities ........................................................................................... 35
6.0 Spill Emergency Response Plan ...................................................................................... 36
6.1 Spill Emergency Response Procedure .......................................................................... 37
7.0 Blockage Control Program .............................................................................................. 42
7.1 Introduction................................................................................................................... 42
7.2 Implementation Plan and Schedule for Public Outreach ............................................. 44
7.3 Plan and Schedule for Disposal of FOG ...................................................................... 44
7.4 Authority to Prohibit FOG Discharges and Identify Measures to Prevent FOG Spills .................................................................................................................... 45 Preface .......................................................................................................................................... 1
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7.5 FOG Program Requirements and Design Standards .................................................... 45
7.6 Inspection and Enforcement Program .......................................................................... 47
7.7 Maintenance Program to Address FOG Issues ............................................................ 48
7.8 Implementation of Source Control Measures to Address FOG Issues ......................... 48
8.0 System Evaluation Capacity Assurance and Capital Improvements ............................... 49
8.1 System Evaluation and Capacity Assurance ................................................................ 50
8.2 Adequate Capacity and Design .................................................................................... 50
8.3 Capacity Assurance ....................................................................................................... 51
8.4 Capacity Enhancement Plan ......................................................................................... 51
8.5 Capacity Improvement Plan ......................................................................................... 52
8.6 Prioritization of Corrective Actions ............................................................................. 53
9.0 Monitoring, Measurement, and Program Modifications ................................................. 54
9.1 Monitoring .................................................................................................................... 54
9.2 SSMP Program Effectiveness Evaluation .................................................................... 54
9.3 Program Modifications ................................................................................................. 54
9.4 Mapping of SSO Frequencies ................................................................................................ 54
10.0 Internal Audits ................................................................................................................. 55
10.1 SSMP Program Audit ............................................................................................................ 55
10.2 SSMP Certification ................................................................................................................ 55
10.3 SSMP Modification and Recertification ............................................................................... 56
11.0 Communication Program ................................................................................................ 57
12.0 CSMD and City Responsibilities under the WDR .......................................................... 60 CSC SSMP REV.5/1/2025
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Appendices
APPENDIX A Waste Discharge Requirements – Notice of Applicability, Continuation of Regulatory Coverage, Statewide Sanitary Sewer Systems General Order, 2022-01103-DWQ
APPENDIX B List of staff responsible for implementing specific elements of the SSMP and inventory of Sewer Maintenance Districts Equipment APPENDIX C Location M ap for Sewer Maintenance Districts Yards and Pump Stations and City of Santa Clarita Sewer Facilities
APPENDIX D SSMP Audit Report
APPENDIX E Not Used
APPENDIX F Condition Assessment Program Report for City of Santa Clarita APP
ENDIX F1 SMD’s CCTV Work Schedule and Summary of CCTV’s Projects in CSMD
Areas
APPENDIX G
APPENDIX H
APPENDIX I
APPENDIX J
Sanitary Sewer Overflow Response Instruction Manual
Not Use d
Not Used
Not Used
APPENDIX K Not Used
APPENDIX L Not Used
APPENDIX M Not Used
APPENDIX N Santa Clarita Municipal Code, Title 20
APPENDIX O City of Santa Clarita Resolutions 88-142 and 89-16 APPENDIX P SSMP Recertification
Preface
This Sewer System Management Plan (SSMP) has been prepared pursuant to the requirements of the State Water Resources Control Board (SWRCB
) Order No. WQO-2022-0103-DWQ adopted on
December 6, 2022, Statewide Waste Discharge Requirements General Order for Sanitary Sewer Systems (General Order).
On May 2, 2006, the
SWRCB adopted Statewide General Waste Discharge Requirements and Monitoring and Reporting Program (WDRs) by issuing Order No. 2006-0003 (Appendix A). The
regulations in
Order No. 2006-0003 were born out of growing concern about the water quality impacts of Sanitary Sewer Overflows (SSOs), particularly those that cause beach closures or pose serious health and safety or nuisance problems.
Two major components of the WDRs are:
1) the requirements that owners and operators of publicly-owned collection sewer systems a mile long or greater apply for coverage under th
e WDRs,
2) and that they develop and implement a Sewer System Management Plan (SSMP).
In accordance with the first element of the WD Rs, the City of Santa Clarita (City) filed a Notice of Intent Application form with
the SWRCB on October 30, 2006. The City subsequently received a Username and Password for electronic access to the California Integrated Water Quality System (CIWQS) database. Within the database-reporting program, the City completed a "collection system qu
estionnaire" and must continually file all subsequent updates and all required SSO reporting.
In compliance with the second element, this document was prepared to meet the objectives contained in the WDRs order. The County of Los Angeles Consolidated Sewer Maintenance District (CSMD) provides operation and maintenance services for the City's sewer facilities; therefore, some components of the City's SSMP ma y be similar to those of the Sewer Maintenance Districts (Districts). This docu
ment is divided into 12 chapters, which closely align with the respectiv
e provisions contained in the WDRs. Every section or subsection of each chapter addresses one of the key elements of the SSMP directive.
This document, in conjunction with other existing agency programs referenced herein, constitutes the City's SSMP. By implementing the procedures contained in this SSMP, the o ccurrence of SSOs should be minimized to the greatest extent prac ticable throughout the City's sanitary sewer collection system.
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1 1.0 Goal and Introduction
The goal of the Sewer System Management Plan (SSMP) is to provide a plan and schedule to:
(1) properly manage, operate, and m
aintain all parts of the Enrollee’s sanitary sewer system(s), (2) reduce and prevent spills, and (3) contain and mitigate spills that do occur. The SSMP must include a narrative Introduction section that discu
sses the following items:
1.1. Regulatory Context
The SSMP Introduction section must provide a general description of the local sewer system management program and discuss SSMP implementation and updates.
1.2. Sewer System Management Plan Update Schedule
The SSMP Introduction section must include a schedule for the Enrollee to update the SSMP, including the schedule for conducting internal audits. The schedule must include milestones
for incorporation of
activities addressing the prevention of sewer spills.
1.3. Sewer System Asset Overview
The SSMP Introduction section must provide a description of the Enrollee-owned assets and service area, including but not limited to:
•Location, including county(ies);
•Service area boundary;
•Population and community served;
•System size, including total length in miles, length of gravity mainlines, length of pressurized (force) mains, and number of pump stations and siphons; •Structures diverting
stormwater to the sewer system;
•Data management systems;
•Sewer system ownership and operation responsibilities b etween Enrollee and private entities for
upper
and lower sewer laterals;
•Estimated number or percent of residential, co mmercial, and industria l service connections; and
•Unique service boundary conditions and challenge.
Additionally, the SSMP Introduction section must provide reference to the Enrollee’s up-to-date map of its sanita
ry sewer system, as required in section 4.1 (Updated Map of Sanitary Sewer System) of this Attachment.
1.1 Regulatory Context
Th
is SSMP has been prepared by the Public Works Department of the City. The SSMP is a compe
ndium of the policies, procedures, and activities that are included in the planning, management, operation, and maintenance of the City’s sanitary sewer system.
In 2006, the SWRCB issued statewide waste discharge requirements for sanita ry sewer systems, which included requirements for the development of an SSMP. The SWRCB ’s requirements were updated and reissued as WQO 2022- DWQ, adopted on December 6, 2022.
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This SSMP is intended to update the City’s existing SSMP, in continued compliance with the General Order.
1.2 Sewer System Management Plan Update Schedule
The State Water Board’s
SSMP Update web site lists the following due dates:
• SSMP Update: May 2, 2025
• SSMP Audit: November 2, 2024
1.3 Sewer System Asset Overview
The City's Public Works Department manages the sanitary sewer collection system, which s erves a population of approximately 230,428 residents and consists of about 499.6 miles of gravity sewer lines and
a total of 3 pump stations. The City's local sewers discharge into the Sanitation Districts of Los Angeles County facilities for conveyance, treatment, and disposal.
The
City utilizes the CSMD for field operations and maintenance functions. The County of Los Angeles Districts are made up of the Marina Sewer Maintenance District (MSMD), the
CSMD, and its nine zones. The field operation and maintenance functions are provided by the CSMD, which is managed by Los Angeles County Public Works (LACPW).
Figure 1.1: Contains a ma p of the City’s sewer facilities.
Table 1.1
: Gravity Sewer System Size Distribution
Table 1.2: Provides the installation age distribution of the City’s collection system as reported in the California Integrated Water Quality System (CIWQS).
CIWQS Identification
Th
e following designations are used in CIWQS to identif y the City and its collection system:
Agency: Santa Clarita City
WDID: 4SSO10429
Collection System: Santa C
larita City CS
1.4 Definitions and Abbreviations
The f
ollowing are acronyms and abbreviations used in this SSMP and associated documents:
Accumulative Capital Outlay (ACO)
Asset Inventory Management Systems (AIMS) – see CMMS
Best
Management Practices (BMP)
Refers to the procedures employed in commercial kitchens to minimize the qu antity of grease that is discharged to the san itary sewer system. Examples include scraping food scraps into a garbage can and dry wiping d ishes and utensils prior to washing. 3 CSC SSMP REV.5/1/2025
Building Services Division (BSD)
Computer-Aided Design and Drafting (CAD)
California Division of Occupational Safety and Health (CALOSHA) Condition Assessment Program (CAP)
Calendar Year (CY)
California Integrated Water Quality System (CIWQS)
Refers to the SWRCB online electronic reporting system that is used to report and certify sewer spills, certify completion of the SSMP, and provid e information on the sanitary sewer
system.
Capital Improvement Plan (CIP)
Refers to the document that identif ies future capital improvements to the City’s sanitary sewer system.
Cast Iron Pipe (CIP)
Cured-in-Place Pipe (CIPP)
Community and Government Relations Group (CGRG)
City
Refers to the City of Santa Clarita.
Closed Circuit Television
(CCTV)
Refers to the process and equipment that is used to internally inspect the condition of gravity sew
ers. CCTV videos are typically recorded on electronic media.
Computerized Maintenance Management System (CMMS)
Refers to a database application used to manage and document maintenance activities of a collection system. The City currently uses the Asset Inventory Management System (AIMS) system.
Corrugated Pipe (CP)
Collection System (CS)
California Water Environment Association(CWEA)
Consolidated
Sewer Maintenance Division (CSMD)
Ductile Iron Pipe (DIP)
Enrollee:
A public, private or other non-governmental agency that has obtained coverage under the General Order. In the context of this SSMP, the enrollee is the City. The term is used extensively in the General O
rder.
4 CSC SSMP REV.5/1/2025
Environmental Programs Division (EPD)
Fats, Oils, and Grease (FOG)
Refers to fats, oils, and grease typically associated with food preparation and cooking activities that can cause blockages in the sanitary sewer system.
Fats, Roots, Oils, and Grease (FROG)
Feet per sec (fps)
First Responder
Refers to the field crew or the on-c all personnel who are the City’s initial response to a spill event or oth
er sewer system event.
Fiscal Year (FY)
Food Service Establishment (FSE)
Refers to commercial or industrial facilities where food is handled/prepar ed/served that discharge to the san itary sewer system.
General Order
Refers to SWRCB Order 2022-0013-DWQ, Statewide Waste Discharge Requirements – General Order for Sanitary Sewer Systems. The term General Order is also used throughout Order 2022-0013-DWQ in referring to itself.
Grease Interceptor (GI)
Geographical Information System (GIS)
Refers to the system that is used to capture, store, analyze, and manage geospatial data associated
with the City’s sanitary sewer system assets.
Global Positioning System (GPS) Device
Refers to the handheld unit that can be used to determine the longitude and latitude of sanitary sewer overflows for use in meeting CIWQS
reporting requirements. It can also be used
to geolocate assets for the GIS.
Grease Removal Devices (GRDs)
Refers to grease traps and grease interceptors that are installed to remove FOG from the wastewater flow at food service establishments.
High-Density Polyethylene (HDPE)
International Brotherhood of Electrical Workers (IBEW)
Infiltration/Inflow (I/I)
Refers to water that enters the sanitary sewer system from stormwater and/or groundwater. • Infiltration enters through defects in the sanitary sewer system after flowing through the soil.
Inflow enters the sanitary sewer without flowing through the soil. Typical points of inflow are holes in manhole lids and direct connections to the sanitary sewer (e.g. storm drains, area drains, and roof leaders).
Industrial Waste Disposal Permit (IWDP)
5 CSC SSMP REV.5/1/2025
Los Angeles County Ordinance (LACO)
Lateral
Refers to the piping that conveys sewage from a building to the City’s sewer main.
The distinction is sometimes made
between the
upper lateral (from building to property line)
and the lower lateral (from property line to the sewer main).
Legally Responsible Official (LRO)
Refers to the individual(s) designated by the City with authority to ensure the enrolled sanitary sewer system(s)
complies with this Order, and who is authorized to serve as the City’s duly authorized representative. The LRO must be formally designated and registered with the SWRCB
, with an assigned username and password. Both data submitters and LROs can submit spill reports in CIWQS, but only LROs can certify reports. Refer to Sectio n 5.1 f the
General Order for a full description of required LRO qualifications an d responsibilities.
Los Angeles County Public Works (LACPW)
Los Angeles County Sanitation District (LACSD)
Land Development Division (LDD)
Maintenance
Management System (MMS)
Marine Se
wer Maintenance Division (MCSMD
)
Manhole (M/H)
Refers to an engineered structure that is intended to provide access to a sanitary sewer for maintenance and inspection.
Million Gallons per Day (MGD)
Mainline Sewer
Refers to the City wastewater collection system piping that is not a private lateral connection to a
user. Also referred to as a sewer main.
Monitoring and Reporting Program (MRP)
Refers to the Monitoring and Reporting Program section of the General Order.
National Association of Sewer Service Companies (NASSCO) Notice of Correction (NOC
)
Nuisance
California Water Code section 13050, subdivision (m), defines nuisance as anything that meets all
of the following requirements:
• It is injurious to health, or is indecent or of fensive to the senses, or an obstruction to the free use of property, so as to interfere with the comfortable enjoymen t of life or property. • Affects at the same time an entire community or neighborhood, or any considerable number of persons, although the extent of the annoyance or damage inflicted upon individuals may be unequal.
• Occurs during, or as a result of, the treatment or disposal of wastes.
Office of Emergency Services (OES)
Refers to the California State Office of Emergency Servi ces. 6 CSC SSMP REV.5/1/2025
Operations and Maintenance (O&M)
Pipeline Assessment and Certification Program (PACP)
Refers to the NASSCO certification program that is used for the evaluation and condition assessment of sewer lines
and appurtenances from closed-circuit televising of the lines and appurtenances.
Publicly Owned Treatment Works (POTW) – see WPCP below
Preventative Maintenance (PM)
Refers to maintenance activities intended to pr event failures of the sanitary sewer system facilities (e.g. cleaning, CCTV, repair).
Project Management Division (PMD)
Private Sewer Lateral (PSL)
That portion of a private property’s building sewer is defined by the plumbing code, and is further defined as the piping of a drainag
e system that extends fr om the end of the building drain to the public sewer,
which includes the connection to the public sewer unless there is a clean-out in the sidewalk or within two and a half feet of the property line. In this case, the property owner is responsible for the lateral from the building drain to the clean-out only. The General Order also uses the term “Privately
Owned Sewer Lateral” in referring to a PSL.
Private Lateral Sewage Discharges (PLSD)
Sewage discharges that are caused by blockages or other problems within a privately owned lateral.
Property Damage Overflow
Refers to a sewer overflow or backup that damages a property owner’s premises.
Public Works (PW)
Pump Station
A facility that pumps sewage into a sanitary sewer force main or gravity main. Pump stations that discharge
to gravity mains are also referred to as Lift Stations.
Regional Water Quality Control Board (RWQCB or Regional Water Board) Refers to the San Francisco Bay Regional Water Quality Control Board, a part of the State Water Resources Control Board.
Sanitary Sewer Backup (Backup)
A wastewater backup into a building and/or on private property caused by blockages or flow conditions within the publicly owned portion of a sanitary sewer system.
Sanitary Sewer System or Sewer System
Refers to the sanitary sewer facilities that are owned and operated by the City of Santa Clarita and include main line
sewers, manholes, pump stations, force mains and certain lower later als and any other appurtenances in th
e publicly owned sewer system.
Sensitive Areas
Refers to areas where an SSO could result in a fish kill or pose an imminent or substantial danger to human health.
7 CSC SSMP REV.5/1/2025
Sewer Maintenance District (CSMD)
Sewer Service Lateral
Refers to the piping that conveys sewage from the building to the City’s wastewater collection system or to the property line clean-out.
Sewer System Management Plan (SSMP)
Spill
A discharge of sewage from any portion of a sanitary sewer system due to a sanitary sewer system overflow, operational failure, and/or infrastructure failure. Exfiltration of sewage is not considered
to be a spill under this General Order if the exfiltrated sewage remains in the subsurface and does not reach a surface water of the State. For reporting purposes, spills are grouped into one of the following four categories (definitions from General Order):
A Category 1 spill is a spill of any volume of sewage from or caused by a sanitary sewer system
regulated under the
General Order that results in a discharge to:
• A surface water, including a surface water body that contains no flow or volume of water; or
• A drainage
conveyance system that discharges to
surface waters when the sewage is not
fully captured
and returned to the sanitary sewer system or disposed of properly.
Any spill volume not recovered from a drainage conveyance system is considered a discharge to surface water, unless the drainage conveyance system discharges to a dedicated stormwater infiltration basin or facility.
A spill from a City-owned and/or operated lateral th at discharges to a surface water is a Category 1 spill;
Category 2:
A Category 2 spill is a spill of 1,000 gallons or greater, from or caused by a sanitary sewer system regulated under this General Order that does not discharge to a surface water.
A spill of 1,000 gallons or greater th
at spills out of a lateral and is caused by a failure or blockage in the sanitary sewer system, is a Category 2 spill.
Category 3:
A Category 3 spill is a spill of equal to or greater than 50 gallons and less than 1,000 gallons, from or caused by a sanitary
sewer system regulated under this General Order that does not discharge to a surface water.
A spill of equal to or
greater than 50 gallons and less than 1,000 gallons, that spills out of a lateral and is caused by a failure or blockage in the sanitary sewer system is a Category 3 spill.
Category 4:
A Category 4 spill is a spill of less than 50 gallons, from or caused by a sanitary sewer system regulated under this General Order that d oes n ot discharge to a surface water.
A spill of less than 50 gallons that spills out of a lateral and is caused by a failure or blockage in the sanitary sewer system is a Category 4 spill.
8 Category 1:
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Spills that include multiple appearance points resulting from a single cause are consider ed a single spill for documentation and reporting purposes in CIWQS.
Wastewater backups into buildings caused by a blockage or other malfunction of a building lateral that is
privately owned are
not considered failures of the City’s sewer system and do not require reporting by the City.
Note:
The previous
General Order used the term “Sanitary Sewer Overflow” (SSO) to describe releases from the sewer system. The term is not used in the current General Order but appears in historic documents and on the SWRCB
’s website.
Sanitary Sewer Overflow (SSO)
Spill Em
ergency Response Plan (SERP)
A Plan that describes actions taken by the City in response to a spill, notification and reporting requirements, and
other related item
s. The SERP is required as Element 6 of this SSMP.
Spill Report
Refers to sewer spill report submitted through the SWRCB's CIWQS database.
Refers to written procedures that pertain to specific activities employed in the operation and maintenance of the Sanitary Sewer System.
Standard Specifications
Refers to the latest edition of Standard Specifications published by the City of Santa Clarita.
Refers to the California Environmental Protection Agency (Cal EPA) SWRCB. The SWRCB is the parent agency of the Regional Water Board and is the agency that issued the General Order.
The General
Order uses the term “State Water Board” when referring to the SWRCB. That same convention
is used in this SSMP.
Supervisory Control and Data Acquisition (SCADA)
Refers to the electronic system used by the City to monitor the performance of its p ump stations and to notify the operating staff when there is a condition that requires attention.
Untreated or Partially Treated Wastewater
Any volume of waste discharged from the sanitary sewer system upstream of a wastewater treatment p
lant headworks.
Utility and Operations Division (U&O)
Vitrified Clay Pipe (VCP)
Waste Discharge Identification Number (WDID)
State of California Waste Discharge Identification Number for reporting spills and other required information required by the General Order.
Waste Discharge Requirements (WDR)
Refers to an order regulating the discharge of wastes issued under the authority of the California Water Code. WDRs are issued by both the SWRCB and Regional Water Boards and 9 Standard Operating Procedures (SOP)
State Water Board
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may apply to individual dischargers or groups of dischargers, in which case the WDR is typically referred to as
General or Statewide Orders. General Order No. 2022-0103-DWQ is a W DR.
Water Body
Any stream, creek, river, pond, impoundment, lagoon, wetland, or bay.
Water of the State
Refers to “any surface water or groundwater, in cluding saline waters, within the boundaries of the state.” (California Water Code § 13050(e)).
Water of the United States or Surface Waters
Refers to the Environmental Protection Agency definition included in the Clean Water Act Part 230.3 Definitions.
Water Pollution Control Plan (WPCP)
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Figure 1.1 Santa Clarita Sewer Facilities Map
11 CSC SSMP REV.5/1/2025
Table 1.1: Gravity Sewer System Size Distribution
Diameter
inches
Pipe Length,
miles
Portion of Sewer
System, %
6 or less 0 0
8 430 86
9-18 0.026 13
19-36 0.002 1
Total 499.6 100
Table 1.3: Inventory of Sewer Lines (Gravity and Force Mains) by Pipe Age * Source: CIWQS 2024 Annual Report
Age, Years Construction
Period
Approx Miles
of Main
Percent of
System
0-5 2020-Present 15 3
21 - 40 2000 - 2019 70 14
41 – 60 1980– 1999 160 32
61 – 80 1960 – 1979 255 51
66 – 85 1940 – 1959 0 0
86 - 105 1920 – 1939 0 0
106 - 125 1900 – 1919 0 0
Approx Total Miles 500.2 100
12 The SSMP must identify organizational staffing responsible and integral for implementing the local SSMP through an
organizational chart
or similar narrative documentation tha t includes:
•The name of the Legally Responsible Official (LRO) as required in section 5.1 (Designation of a Legally Responsible Official) of this General Order; •Position title, telephone numbers, and email address for each management, administrative, and maintenance positions responsible for implementing specific SSMP elements; •Organizational lines of authority; and
•Chain of communication for reporting spills from receipt of complaint or other information, including
the person responsible for
reporting spills
to the
SWRCB and other
agencies, as
applicable. (For example, county health officer, county environmental health agency, and State Office of
Emergency Services.)
2.0 Organization
2.1 Name of Legally Responsible Official (LRO)
The City’s current LRO is liste d below. The LRO meets the requirements described in Section 5.1 of the General Order. Contact information is provided in Section 2.3 of this SSMP.
2.2 Organization Chart
The
City’s organization chart is presented in Figure 2.1 on page 17. The the roles and responsibilities of key personnel relative to the wastewater collection system as shown on Table 2.2 on page 18.
2.3 Contact Information
Contact information for key City personnel involved in the SSMP implementation are provided below.
Position Name Phone Number Emails
Director of Public Works Mike Hennawy (661) 286-4056 [email protected] City Engineer Damon Letz (661) 255-4982 [email protected] Assistant City Engineer (LRO) Amalia Marreh (661) 255-4363 [email protected] General Services Manager Cruz Caldera (661) 294-2519
[email protected]
Environmental Services Manager Darin Seegmiller (661) 255-4930 [email protected] Senior Engineer Raymond Messih (661)-255-4914 [email protected] 13 2.4 Description of CSMD Responsibilities
The description of responsibilities and roles of each position, as related to SSOs, are as follows:
• Board of Supervisors – Responsible for establishing new and amending existing laws governing the operations of the CSMD and approving all CSMD contracts and agreements. • Director of Public Works – Establishes CSMD policy within the scope of the Board of Supervisors’ policy and legal requirements, directs its execution, and evaluates work accomplished
by CSMD. Directs the development and enactment of new ordinances and directs the enforcement of plumbing c odes involving illegal connections, upkeep of sewer house laterals, and the design and construction of new and rehabilitation of existing sewer collection systems.
• Chief Deputy Director of Public Works – Assists in
establishing CSMD
policy within the
scope of the Board of Supervisors’ policy and legal requirements, in directin g its execution, and in evaluating work accomplished by CSMD. Reports to and can act on behalf of the Director of Public Works.
• Deputy Director – Responsible for formulating CSMD policies and procedures. Directs emergency sewer repair activities, special studies, investigations, and reports concerning CSMD sewer infrastructure, claims, and litigations against the CSMD. Reports to and can
act on behalf of the Chi
ef Deputy Director of Public Works.
• Assistant Deputy Director – Assists in the fo
rmulation of CSMD policies and procedures.
Directs studies, investigati
ons, the preparation of reports, budget, and contractual agreements with private firms
for CSMD. Responsible for the day-to-day management and operation of the CSMD. Reports to and can act on behalf of the Deputy Director. • Principal Engineer – Assists the Assistant Deputy Director in directing engineering and management activities relating to the maintenance of the sewer collection system. Reports to and can act on behalf of the Assistant Deputy Director. • Senior
Civil Engineer – Has oversight of office engineering, clerical, and field operation and maintenance staff. Reports to and can act on behalf of the Principal Engineer. • Regional Sewer Maintenance Superintendent – Responsible for the operation and maintenance activities of the sewer collection systems at specific field yards, with the
exception of pump stations, for the CSMD. Reports to a Senior Civil Engineer. • Sewer Maintenance Supervisor – Responsible for the oversight of the sewer field
maintenance personnel includin
g the construction cr ews, gravity sewer system operations, maintenance crews, etc. Reports to
a Regional Sewer Maintenance Superintendent.
14 • Public Works Crew Leader – Responsible for assigning work and has oversight for the activities of a crew of at least two field personnel. Reports to the Sewer Maintenance Supervisor.
• Field Crews – These include the Public Works Maintenance Workers responsible for maintenance activities of the sanitary sewer collection system, including response to SSOs, sewer cleaning, construction, a
nd other activities as needed. Reports to a Crew Leader. • Electro-Mechanic S
upervisor – Responsible for the operation and maintenance of the CSMD pump stations and force mains. Reports
to a Senior Civil Engineer in charge of field
pump station operations.
• Electro-Mechanic Working Supervisor – Responsible for operation and maintenance
activities
of pump stations. Has oversight of lower level Electro-Mechanics and their staff.
Reports to an Electro- Mechanic Supervisor.
• Electro-Mechanic/Assistant Electro-Mechanic/Helper, Electrical – Crews of two.
Responsible
for carrying out the operation and maintenance activities of the CSMD pump stations and force mains.
• Office an
d Administrative Assistants – A ssist with the preparation of the CSMD budget, board letters, and other correspondence. Responsible for the sewer service charge direct assessments.
2.5 Key Support Divisions Within the City
D
ivisions outside the Public Works Department but within the City of Santa Clarita will continue to be responsible for carrying out some of the compliance actions called for by the WDRs. The key support divisions and their responsibilities are described below :
• Santa Clarita City Council – Responsible for establishing n ew and amending ordin ances concerning operations of the City's Public Works Department and approving all Santa Clarita contracts and agreements.
• City Manager
– Responsible for the overall managem ent and application of all legal and policy direct
ives that relate to the City's activ ities, including the operation and maintenance of the City's sanitary sewer system.
• Director of Public Works – Directs the accomplishment of statutory and policy criteria within the scope of the City Cou
ncil’s policy and legal requirements. Directs the execution and evaluation of work accomplished within its areas of responsibility including the SO&M program. Also directs the pl anning, budgeting, and design for construction of new sewer collection systems and rehabilitation of existing sewer collection systems. Facilitates all sewer collection system operation and mainte nance activities through the contract with LACPW as the City’s representativ
e in the CSMD. Responsible for day-to-day management
and operation oversight of the City’s sewer collection system, including nine sewer pump stations plus one privately owned sewer
pump station.
15 Directs engineering and management activ ities relating to studies, design, investigations, and the prepa
ration of reports,
budget, and contractual agreem ents with private firms for technical services projects. Performs special studies, investigations, and reports concerning sewer infrastructure.
• Building and Safety Division – Responsible for issuing permits for sewer connection and for the enforcement of Plumbing Codes involving proper connection, maintenance of sewer house laterals, and illegal di
scharges into public sewers.
• General Services Division – Responsible for investigation of illicit discharge of sewage, chemicals, and debris into the street or storm drain system. Responds to sanitary sewer overflow incidents, coordinates with CSMD field personnel, and assists with setting up needed traffic control measures,
• Engineering Services Division – Responsible for reviewing development plans to ensure compliance with current sewer standards fo r construction of new sewer collection system
s, or adding to existing sewer systems. Plan checks sewer capacity studies to size proposed sewer lines and sets requirements to ensure adequate capacity in existing systems.
2.6 Chain of Communication for SSO Reporting
The chain
of communication for reporting SSOs, from receipt of a complaint or other information to reporting to appropriate regulatory agencies , is p resented in Section 2.7. The Spill Emergency Response Plan will be discussed in more detail in Chapter 6 of this document.
2.7 Spill Reporting Chain of Communication
The City’s Spill Emer gency Response Plan, described in Chapter 6, inclu des procedur es for effective communication and reporting of spills from receipt of complaint, including the person
responsible for reporting spills into
the State Water Board’s CIWQS database. The Spill Emergency Response Plan includes a flowchart and notification table providing clear step-by-step procedures for communication and reporting. Figure
2.4 & 2.5 summarizes the spill reporting chain of
communication.
16 CSC SSMP REV.5/1/2025
Figure 2.1: Santa Clarita Public Works Department Organization Chart 17 CSC SSMP REV.5/1/2025
Positions Responsible for Implementing Specific SSMP Elements A list of positions responsible for implementing specific SSMP elements is provided in Table 2.2. Additionally, Appendix B contains a list of staff responsible for implementing specific SSMP elements, including position, telephone number, and email address.
Table 2.2: Positions Responsible for SSMP
SSMP Element Responsible Org. Unit Responsible Position
1. Introduction and Goal City of Santa Clarita Assistant City Engineer
2. Organization Division Manager
3. Legal Authorities City of Santa Clarita Assistant City Engineer
4. Operation and Maintenance Program ‐ Pipelines Sewer Maintenance Division Senior Civil Engineer, Pipelines
4. Operation and Maintenance Program – Pump Stations Sewer Maintenance Division Senior Civil Engineer, Treatment Plants and Pump Stations
5. Design and Performance Provisions ‐ Design City of Santa Clarita Assistant City Engineer
5. Design and Performance Provisions – Design ‐ Construction City of Santa Clarita Assistant City Engineer
6. Spill Emergency Response Plan Sewer Maintenance Division Senior Civil Engineer, Pipelines
7. Sewer Pipe Blockage Control Program Environmental Programs Division
Division Manager
8. System Evaluation, Capacity Assurance and Capital Improvements – Condition Assessment and Prioritization of Corrective Actions
City of Santa Clarita Assistant City Engineer
8. System Evaluation, Capacity Assurance and Capital Improvements – Capacity Assurance City of Santa Clarita Assistant City Engineer
8. System Evaluation, Capacity Assurance and Capital Improvements – Capital Improvement Plan City of Santa Clarita Assistant City Engineer
9. Monitoring, Measurement and Program Modifications Sewer Maintenance Division Division Manager
10. Internal Audit City of Santa Clarita Assistant City Engineer
11. Communication Program City of Santa Clarita Assistant City Engineer 18 City of Santa Clarita/CSMD
CSC SSMP REV.5/1/2025
Figure 2.2 and Figure 2.3 includes an SSMP Program Implementation organization chart showing the lines of authority for positions responsible for the management of the collection system and implementation of the SSMP.
Figure 2.2: County Organizational Chart
19 CSC SSMP REV.5/1/2025
Figure 2.3: CSMD Organizational Chart
20 CSC SSMP REV.5/1/2025
Figure 2.4: Spill Reporting Chain of Communication – Normal Business Hours *Normal Business hours are Monday through Friday from 6:30 a.m. to 5:00 p.m.
County
Dispatch
• Receives Call
• Dispatches Field Crew
CSMD Field
Crew
CSMD
Supervisor or
Supt
• Responds to Spill
• Documents Field Spill Report
• Reviews Field Spill Report
CIWQS Data
Submitter
• Request Additional Information from Field Staff, if needed • Enters Draft CIWQS Spill Report
CIWQS LRO
•Revie w Draft CIWQS Spill Report
•Certifies R eport
21 CSC SSMP REV.5/1/2025
Figure 2.5: Spill Reporting Chain of Communication – After Hours *After Hours are any hours that are not Normal Business Hours.
County
Dispatch
• Receives Call
• Dispatches Field Crew
On‐Call
Supervisor or
Supt
• Investigates Spill
Standby
CSMD Field
Crew
• Responds to Spill
• Documents Field Spill Report
CSMD
Supervisor or
Supt
• Reviews Field Spill Report
CIWQS Data
Submitter
• Request Additional Information from Field Staff, if needed • Enters Draft CIWQS Spill Report
CIWQS LRO
•Revie w Draft CIWQS Spill Report
•Certifies R eport
22 CSC SSMP REV.5/1/2025
The SSMP 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:
•Prevent illicit discharges into its sanitary sewer system from inflow and infiltration (I&I); unauthorized stormwater; chemical dumping; unauthorized debris; roots; fats, oils, and grease; and trash, including rags and
other debris that may cause blockages;
•Collaborate with storm sewer agencies to coordinate emergency spill responses, ensure access to storm sewer systems during spill
events, and prevent unintentional cross connections of
sanitary sewer infrastructure
to storm sewer infrastructure;
•Require that sewer system components and connections be properly designed and constructed;
•Ensure access for maintenance,
inspection, and/or repairs for portions of the
service lateral
owned and/or operated by the Enrollee;
•Enforce any violation
of its sewer ordinances, service agreements, or other legally binding procedures; and
•Obtain easement accessibility agreements for locations requiring sewer system operations and maintenance, as applicable.
3.0 Legal Authority
3.1 Legal Authority
The City's legal authority to own and operate a sanitary sewer system is derived from its incorporation as a City.
On February 14, 1989, the City granted the County of Los Angeles consent
and jurisdiction to annex portions of the City's sewer system into the CSMD. By that action, the
City entrusted the manag ement, ope ration, and maintenance of its local sanitary sewer system to the CSMD. The City, however, still remains ownership of the sewer system.
In compliance with the WDRs, this chapter highlights the City's legal authority to:
(1) prevent illicit discharges into the sanitary sewer system; (2) require that sewers and connections be properly designed and constructed; (3) ensure access for maintenance, inspection, or repairs; (4) limit the discharges of FOG and other debris that may cause blockage; and (5) enforce any violation of sewer ordinances
or City Municipal Codes (CMCs). The legal authorities
for the specific areas stipulated in the WDRs ar e covered in various sections of the CMCs and Chapters 20.20, 20.24, 20.26, 20.32, 20.34, 20.36, and 20.40 of the Los Angeles County Code Title 20 – Utilities (LACO TITLE 20) and in the Santa Clarita Municipal Code Chapter 15.20 Link
covering Sanitary Sewers and Industrial Waste. Specific sections are discussed below.
3.1.1 Legal Authority to Prevent Illicit Discharges into the Sanitary System In accordance with the CMCs, the City adopted the 2019 Edition of the California Plumbing Code (CPC) also per Title 15, Section 15.20.010, the City adopted the latest Edition of LACO TITLE 20,
which regulates
sanitary sewers and industrial waste
in
the County as
its Sanitary Sewer and Industrial Waste Use Ordinance. LACO Code, Section 20.36.010,
prohibits the illegal dumping of offensive or damag ing 23 CSC SSMP REV.5/1/2025
Title 20, Division 2 of the LACO Code gives DPW the legal right to set requirements that allow unrestricted maintenance access to the public sewer infrastructure. This access is secured through the DPW’s unwavering enforcement of the requirement for sewer easements around all public sewer appurtenances located in private properties.
These easements are detailed by the designer on the sewer construction plans and are reviewed through the iterative plan check process. Plan checkers take special care to ensure that maintenance crews will have room for access and equipment usage for both routine maintenance and replacement or repair construction as necessary. The Title 20 requirements to leave these easements free of obstruction are also reiterated on all sewer plans that contain easements and the potential for conflict or restriction of access is reviewed thoroughly during plan check.
24 substances such as chemicals, debris, etc. Other sections of the LACO Code that prohibit various forms of illicit discharges are 20.24.020, 20.24.200, 20.32.080, 20.32.650, etc. As one of the CSMD cities, the City benefits from the CSMD Infiltration/Inflow (I/I) Control Program. This program consists of sewer line cleaning and maintenance, which includes CCTV and other mechanisms to detect I/I. By ordinance, LACO C ode, Section
20.40.045, the County of Los Angeles Board of Supervisors has established a financial plan to ensure capital replacement or rehabilitation of sewer lines prone to I/I within the CSMD. LACO Code, Section 20.24.080, requires that property owners be responsible for maintenance of their house laterals, including the elimination of cracks, tree roots, and other debris. These laws combined constitute the City's legal authority to prevent illicit discharges into the sewer system.
3.1.2 Legal Authority to Require that Sewers and Connections be Properly Designed and constructed
The LACO Code Sections 20.32.330 and 20.32.340 adopted by the City require that the design of new mainline sewers and pumping plants, respectively, be in conformity with requirements of Part 3 of Chapter 20.32 of the Code. Similarly, Section 20.32.350 of the LACO Code requires that the design of new house laterals conform to the requirements of Part 3, Chapter 20.32 of the Code unless otherwise covered by the LACO Plumbing Code, Title 28. The construction of a collection sewer system, by law (LACO Code
20.32.580), is required to conform to all the requirements prescribed by Division 2 of the
LACO Code, by the Standard Specifications for Public Works Construction (GreenBook), and by the Special Provisions
and Standard Plans, all on file in the office
of the Director of Public Works (County Engineer). The inspection and construction of mainline sewers and pumping plants to ensure proper construction is covered under Section 20.32.590 of the LACO Code. The construction of house laterals is covered under the LACO Plumbing Code.
3.1.3 Legal Authority to Ensure Access for Maintenance, Inspection, or Repairs CSC SSMP REV.5/1/2025
25 3.1.4 Legal Authority Limiting the Discharge of Fats, Oil, and Grease and other Debris that may Cause Blockage
The City Director of Public Works under CPC and the LACO Plumbing Code, Title 28, has the legal authority to require the installation of grease interceptors at restaurants and other food establishments that generate grease. Section 20.36.560 of LACO Code also gives the Director of Public Works the authority to require the installation of treatment facilities, including grease interceptors, at any facility that generates fats, oils, and grease (FOG) in the amount that will damage or increase the maintenance costs of the sewer collection system.
The LACO Code Section 20.24.090 gives the Director of Public Works the legal authority to inspect mainline sewers, sewage pumping plants, interceptors, etc., as often as deemed necessary, to ascertain whether such facilities are maintained and operated in accordance with the provisions of Division 2 of the LACO Code. Section 20.36.400 of the LACO Code prohibits the discharge of FOG and other substances that may, among other things, clog, obstruct, fill, or necessitate frequent repairs, cleaning out, or flushing of sewer facilities in the sewer system.
3.1.5 Legal Authority to Enforce any Violation of Sewer Ordinances LACO TITLE 20, Section 20.24.090, gives the Director of Public Works/City Engineer the legal authority to inspect mainline sewers, sewage pumping plants, interceptors, etc., as often as deemed necessary, to ascertain whether such facilities are maintained and operated in accord
ance with the provisions of Division 2 of LACO TITLE 20.
Under Section 20.
24.100 of LACO TITLE 20, the Director of Public Works/City Engineer is author
ized to enforce the requirements prescribed in Division 2, Sanitary Sewers and Industrial Waste, and in
accordance with Section 20.24.110, may delegate
this authority. LACO TITLE 20, Section 20.24.160, allows criminal penalties for any violations.
LACO TITLE 20, CPC, standard plans, specifications, and other material cited in this
chapter are filed
at the Director of Public Works'/City Engineer's office.
CSC SSMP REV.5/1/2025
4.0 Operations and Maintenance Program
The Plan must include the items listed below that are appropriate and applicable to the Enrollee’s system.
4.1 . Updated Map of Sanitary
Sewer System
An up-to-date
map(s) of the sanitary sewer system, and procedures for maintaining and providing State and Regional Water Board staff access to the map(s). The map(s) must show gravity line segments and manholes, pumping
facilities, pressure
pipes a
nd valves, and applicable stormwater
conveyance facilities within the sewer system service area boundaries.
4.2. Preventive Operation and Maintenance Activities
A scheduling system and a data
collectio n system for preventive operation and maintenance activities conducted by staff and contractors.
The scheduling system must include:
• Inspection and maintenance activities;
• Higher-frequency inspections and maintenance of known problem areas, including areas with tree root problems;
• Regular visual and closed-circuit television (CCTV) inspections of manholes and sewer pipes.
The data collection system must document data from system inspection and maintenance activities, including system areas/components
prone to
root-intrusion potent
ially resulting in system backup
and/or
failure.
4.3. Training
In-house and external
training provided on a regular basis for sanitary sewer system operations and maintenance staff and
contractors. The
training must cover:
• The requirements of this General Order;
• The Enrollee’s Spill Emergency Response
Plan procedures and practice drills;
• Skilled estimation of spill volume for
field operators;
and
• Electronic CIWQS reporting procedures for staff submitting data.
4.4. Equipment Inventory
An inventory of sewer system
equipment, including the identification of critical replacement and spare parts.
4.1 Up-to-Date Map of the Collection System
The City and the District gather as-built plans and compiles them, into a central Document Management System, CADD System, and
GIS system maintained by the Districts. For CSMD C ities, each City is responsible for maintaining as-built
maps and the Districts collect a copy for maintenance operations. Data gathered from the plans, such as system locations and alignment, pipe material, size, etc., are stored in the Districts’ Computer-Aided Design
and Drafting System and Geographical Information System.
The City and the Coun
ty provides access to up
-to-date maps of the District’s sewer system via:
• Interactive GIS-Maps
26 CSC SSMP REV.5/1/2025
• Electronically available as-builts
• Printed and electronically available Map Books
The interactive GIS-based map of the City and the Districts’ and City sewer system is available online on the County’s and City's website:
• https://dpw.lacounty.gov/SMD/sewernetwork/
• City GIS
Within GIS, the Districts maintains a mapping system as seen in Figure 4.1 that includes sewer features such as pipe or manhole location, diameter, material, flow direction, etc. The system includes map base layers such as aerial images, streets, parcels, and storm drain systems also available from other Divisions within the County and other governmental agencies. The maps are regularly updated to reflect any changes in the system.
Sewer As-Builts
Sewer as-builts can be obtained from the County and City. To retrieve the as-builts, the County has provided detailed instructions on how to locate the as-builts for a desired sewer line on the CSMD webpage. Using the sewer network map to obtain the overlay operation map book, the map book lists the as-built sewer plan number that can be searched on the County’s Land Records Site, Figure 4.2.
The sewer as-builts are located on the County’s Land Record site:
• https://pw.lacounty.gov/smpm/landrecords/SewerPlans.aspx • City GIS
27 Figure 4‐1: CSMD Sewer Network Map
CSC SSMP REV.5/1/2025
Figure 4‐2: Sewer Plans Webpage
Map Books
Printed system maps are stored in the Mapping and Annexation Unit of the CSMD located at 1000 South Fremont Avenue, Alhambra, California. These maps are also distributed to the CSMD’s field crew, for work scheduling and responding to emergencies, and to cities and other agencies.
Individual map books can be found using the operation maps overview map as seen in Figure 4.3.
These map book pages are electronically available on the County’s website, link on following page:
28 CSC SSMP REV.5/1/2025
29 • https://dpw.lacounty.gov/sewer/Page_15
Figure 4‐3: Operations Map Overview Map
CSC SSMP REV.5/1/2025
30 Availability of Up‐to‐Date Mapping to Support Collection System Ma nagement The Districts’ print map books for sewer maintenance crews to use in the field for locating sewer infrastructure. When discrepancies are identified in sewer mapping, crews note them on printed map pages or through GIS on a phone and forward them to CSMD GIS resources for updates. Field crews have access to both paper maps and the GIS phone application, depending on their preference.
4.2 Preventative Op
eration and Maintenance Activities
The City is
within the CSMD and, therefore, relies on the staff and resources of the LACPW for the SO&M of its collection
sewer system. The CSMD's SO&M Programs described in detail in the Districts'
SSMP are applicable in the City. The CSMD’s maintenance services are provided from four maintenance yards strategically located within the County for efficient management of maintenan
ce activities including SSOs
and other emergencies.
Equipment Inventory
The District’s maintenance crews are equipped with standard industr y technologies including radio
equipped trucks for easy communication, cellular phones, heavy and light constructio n equipment,
vacuum trucks, pumps, generators, trucks equipped with closed-circuit television units for interior inspection of sewer lines, and various types of safety equ ipment. Equipment is regularly checked,
adjusted, repaired, or replaced as necessary. However, major fixed assets are replaced when they
meet or exceed the District's established fixed assets replacement criteria based on the age of the
equipment, mileage, hours of use, repair history, etc.
Equipment categorized as Class 9 (less than
¼ ton) or lower is automatically replaced by the Fleet
Management Group of the Administrative
Services Division of the County when it meets the replacement criteria. The request to replace equipment higher than Class 9
is made as part of the District's annual budget. In addition to the above replacement criteria, an analysis and recommendation by trained staff of the County and
approval by County administration is required to replace equipment h igher than Class 9.
CSC SSMP REV.5/1/2025
Table 6.1.1‐1: List of Major Equipment
Equipment Type Count
Inspection 22
Rodder 12
Vacuum 7
Compressor 2
Jetter 10
Pickup 25
Utility 4
Pump 6
Masonry 4
Dump 4
Construction 2
Sedan 1
Van/Passenger 2
Crane 2
2Axle 3
Stake 5
Tractor 2
TOTAL 113
These criteria notwithstanding, a piece of equipment can also be replaced if its reliability or safety of operation becomes questionable. New and additional equipment is also acquired when fully justified based on increased workload, new activity, additional personnel, technological improvements, time and c
ost savings, employee or public safety requirements, etc. Each Collection System Yard maintains
the spare equipment and parts needed by that yard to ma intain the sewer pipelines and pump stations within the yard’s service area, and each is responsible for ordering replacements.
31 CSC SSMP REV.5/1/2025
The cornerstone of the CSMD’s maintenance operation is the preventive maintenance program as described in the DPW’straining guide, maintained in each of the field maintenance yards.
This program consists of regular inspection of the sewer system including manholes, pipes, siphons, pump stations, treatment plants, regular cleaning, repair, and related activities. This program is designed and carried out to detect and correct potential problems before they develop into major problems. The following is a summary of the key preventive maintenance activities (
details are contained in the CSMD Maintenance and Operations manual), and, where applicable, frequencies for these services have been included below:
4.2.1 Sewer Line and Manhole Inspection – The interior and exterior of manholes are inspected semi-annually for any structural defects, sewage flow condition, presence of vermin or rodents, deleterious industrial waste, odors, and any signs of unusual settlement around or evidence of debris within the manholes and along sewer alignments.
4.2. 2 Gas Trap Manholes and Siphons – On a monthly basis, thes e facilities are inspected and cleared of any stoppage s or flow restrictions.
4.2.3 Drop Manholes – These facilities are inspected and cleared of stoppages and flow restrictions on variable frequencies based on prior inspection records.
4.2.4 Sewer Line Cleaning – Sewer lines are cleaned by hydro jet or rodding. Frequency of cleaning is based on inspection records. Sewer lines known to accumulate grease, garbage grinds, or sand are put on monthly, quarterly, or semi-annual cleaning schedules, and those prone to root growth are periodically rodded or chemically treated.
4.2.5 Vermin and Rodent Control – Sewers infested by insects are chem ically treated.
Those infested by rodents are baited.
4.2.6 Sewage Pump Stations – All pump stations are equi pped with telemetry/alarm systems and are inspected at least once a week. Pumps and motors are lubricated, control mechanisms and valves are checked and adjusted as necessary, and equipment is repaired or modified as
required.
4.2.7 Work Scheduling – Most work orders are generated and tracked using the DPW’s Maintenance Management System (MMS). Field crew activities are recorded in various forms such as service requests, cleaning reports, sewer maintenance daily reports, manhole adjustments, overflow report forms, etc., and are stored in the MMS. facilities. Data on the plans, such as system location and alignment, pipe material, size, etc., are stored in the CSMD Computer Aided Design and Drafting (CADD) GIS.
Printed
system maps are stored in the Mapping and A nnexation Unit of the CSMD located at 1000 South Fremont Avenue, Alhambra, Calif ornia. These maps are also 32 4.2.8 CSMD Mapping System – The City maintains "as-built" sewer plans of the City's sewer CSC SSMP REV.5/1/2025
distributed to the CSMD’s field crew, for work scheduling and responding to emergencies, and to cities and other agencies. The maps are regularly updated to reflect any changes in the system. System maps are located online http://dpw.lacounty.gov/SMD/sewernetwork.
CSMD also creates maps with GIS. This map
ping system includes sewer features such
as pipe or manhole location, diameter, mate rial, flow direction, etc. The system includes map base layers, such as aerial images, streets, parcels, and storm drain systems
also available from other divisions within LACPW, County departments and other governmental agencies.
4.3 Rehabilitation and Replacement Plan
The City's sewer collection systems are in the CSMD, and the City participates in the CSMD's Accumulative Capital Outlay (ACO) Program. As a result, the City also benefits from the Sewer Condition Assessment Program.
4.4 Accumulative Capital Outlay Program of the Consolidated Sewer Maintenance District (CSMID)
As stated, the City participates in the ACO Program of the CSMD. Property owners within the CSMD are levied an annual charge of $5 per SU for sewer collection system rehabilitation and replacements. The $5 per SU charge is also a component of the
total $50.50 per SU annual sewer service charge collected from property owners district wide with
the property owners' annual tax bills. The program is managed and administered by the LACPW.
Under
the ACO Program, any portion of the sewer system found to be structurally deficient through routine inspection, sewer emergency response, or the Condition Assessment Program is immediately repaired as an emergency repair project or documented in a prioritized list of future short- and long-term ACO sewer rehabilitation
and replacement projects. However, the LACPW will refer portions of the system
that have sewer capacity-related problems, such as hydraulic deficiencies, resulting from over
development or change in the zoning, to the City for appropriate corrective action. There are currently no know
n capacity-related SSO problems in the City.
4.4.1 Condition Assessment Program
The existing City collection sewer facilities are listed in Appendix C. The existing sewer
pipes, ranging from 8 to 12 inches in diameter, are predominantly of vitrified clay
pipe material. Naturally, as these sewer lines age, structural problems such as cracks,
joint separation, root intrusion, etc., will develop. To ensure that these problems are properly mitigated, the WDRs require that the City or its agent have a program in place to minimize and correct these issues and ensure that the 33 CSC SSMP REV.5/1/2025
program is well funded.
As described earlier in this document, the City is within the CSMD and participates in the CSMD's Condition Assessment Program. Property owners within the CSMD are assessed an
annual fee of $4 per SU for sewer system condition assessment. This charge is part of the current annual sewer service charge of $50.50 per SU levied and
collected with the property owners' annual tax bills for the CSMD. This charge is reviewed and adjusted annually by the LACPW to raise sufficient funds for the Condition Assessment
Program. Under the Condition Assessment Program, the
entire sewer
collection system within the City is inspected by CCTV to assess the condition of the pipes on a ten-year
cycle basis. The CCTV inspection schedule for
the City
is presented in Appendix F. The LACPW is responsible for the management and administration of the funds and
program.
4.5 Equipment Maintenance and Replacement Policy
The equipment utilized in the maintenance of the City's sewer facilities is owned by the CSMD. LACPW has full responsibility for the maintenance and replacement of equipment. The LACPW Equipment Replacement Policy is described in Chapter 4.5 of the Districts' SSMP.
4.6 Training for Field Operations Personnel and Contractors All personnel needed for the operation and maintenance of the City's sewer system are employed by the LACPW. The training of CSMD personnel is a function of the LACPW and not the City. The training methodologies utilized by the LACPW are contained in Chapter 4.4 of the Districts' SSMP. The City does not have any f
ormalized training for contractors doing work within the City. However, City sewer construction projects are awarded to competitively selected contractors with well trained
and qualified personnel for any given project. The designed plans and specifications for City sewer construction projects contain detailed instructions on the City's permitting requirements, standards, and policies that must be adhered to by contractors doing work within the City.
Additionally, only companies with well-trained and experienced staff are considered for either e
mergency SSO mitigation or sewer co nstruction and rehabilitation work. 34 CSC SSMP REV.5/1/2025
The Plan must include the following items as appropriate and applicable to the Enrollee’s system:
5.1. Updated Design Criteria and
Construction Standards and Specifications
Updated
design criteria, and construction standards and specifications, for the construction, installation, repair, and rehabilitation of existing and proposed system infrastructure components, including but not limited to pipelin es, pump stations, and other system appurtenances. If existing design criteria and construction standards are deficient to address the necessary component- specific hydraulic capacity
as specified in section 8 (System Evaluation, Capacity Assurance and Capital Improvements) of this Attach
ment, the procedures must include component-specific
evaluation of the design criteria.
5.2. Procedures and Standards
Procedures, and standards for the inspection and testing of newly constructed, newly installed, repaired, and rehabilitated system pipelines, pumps, and other equipment and appurtenances.
5.0 Design and Performance Provisions
5.1 Design and Construction Standards and Specifications The City of Santa Clarita, as well as LACDPW, has standard plans and specifications for the construction of sanitary sewers and appurtenances to ensure that sewer lines and connections are properly designed and constructed. The City and LACDPW have specifications by reference to incorporate the Standard Plans and Specificatio ns for Public Works Construction, Special Provisions, and Standard Drawings.
In addition, the both entities have other publications such as the Private Cont
ract Sanitary Sewer Procedural Manual, Guidelines for the Design of Pump Stations, etc.,
to ensure consistency in the design of collection systems within unincorporated County areas. To further assure that sewer facilities are properly designed and constructed, both
The City and LACDPW require that plans are designed by licensed engineers and provides thorough review of plans prior to approval for and conducting inspection of construction work. Prior to accepting newly completed sewer system for maintenance, the CSMD requires the City's assurance that the system has been designed and constructed to City Standards.
5.2 Procedures and Standards for Inspection and Testing New and Rehabilitated Collection Sewer Facilities
The City’s Public Works and CSMD’s inspectors inspect new sewer construction. The inspection of sewer rehabilitation projects under the ACO Program are conducted by LAC DPW
inspectors. The City requires that as-built plans of the completed projects be submitted prior to final approval for acceptance of sewer facilities for public use.
In compliance with LACDPW policy, the City also requires that all newly constructed pumping stations be inspected by experien
ced CSMD staff prior to transferring such facilities to the CSMD for maintenance.
35 CSC SSMP REV.5/1/2025
6.0 Spill Emergency Response Plan
The Plan must include an up to date Spill Emergency Response Plan to ensure prompt detection and responsible to spills to reduce spill volumes and collect information for prevention of future spills. The Spill Emergency Response Plan must include procedures to:
6.1 Spill Emergency Response Procedure
The City, as a memb
er of the CSMD, relies on the services of the LACPW to respond to SSOs within the City.
Therefore, the Overflow Procedure described in Chapter 6 of the Districts' SSMP is utilized by the CSMD in the City. Furthermore, the LACPW 24-hour emergency phone number 1-800-675- HELP (4357) is readily available to City staff and residents to promptly notify LACPW staff of SSO events in the City and the number is posted on City’s website.
However,
in the event of an SSO in which a City crew is the first responder, the City is responsible for containing the release, if possible, and securing the area until LACPW personnel arrive.
The
City of Santa Clarita’s Environmental Services Division and the City’s General Services field personnel investigate all illicit discharges that may enter the storm drain system. The Santa Clarita General Services Hotline number is (661) 222-7222 can be called during business hours for immediate investigation of any incidents.
36 • Notify primary responders, appropriate local officials, and appropriate regulatory agencies of a spill in a timely manner;
• Notify other potentially affected entities (for example, health agencies, water supplier, itc.) of spills that potentially affect public health or reach waters of the State; • Comply with the notification, monitoring and reporting requirements of this General Order, State law and regulations, and applicable Regional Water Board Orders; • Ensure that appropriate staff and contractors implement the Spill Emergency Response Plan and are appropriately trained;
• Address emergency system operations, traffic control and other necessary response activities; • Contain a spill and prevent/minimize discharge to waters of the State or any drainage conveyance system;
• Minimize and remediate public health impacts and adverse impacts beneficial uses of waters of the State;
• Remove sewage from the drainage conveyance system;
• Clean the spill area and drainage conveyance system in a manner that does not inadvertently impact beneficial uses in the receiving waters;
• Implement technologies, practices, equipment, and inter-agency coordination to expedite spill containment and recovery;
• Implement pre-planned coordination and collaboration with storm drain agencies and other utility agencies/departments prior, during, and after a spill event; • Conduct post-spill assessments of spill response activities; • Document and report spill events as required in this General Order; and • Annually, review and assess effectiveness of the Spill Emergency Response Plan, and update the Spill Emergency Response Plan.
CSC SSMP REV.5/1/2025
The CSMD is responsible for reporting SSOs to the appropriate regulatory agencies for the City. As discussed in Chapter 2, SSOs that occur in the City are reported to the LACPW by telephone. Upon receipt of such calls, LACPW Officials follow the notification guidelines contained in Chapter 6 of the Districts' SSMP, also presented in Sections 6.1.1 and 6.1.2 of this document. 37 6.1.1 Regulatory Agencies Notification and Timeframe CSC SSMP REV.5/1/2025
6.1.1 REGULATORY AGENCIES NOTIFICATION AND TIME FRAME
SSO
Category Type or Description Agencies to be Notified Type of Notification and Timeframe Timeframe Written Report/*Online Database
1 Any volume of
untreated or partially
treated SSO:
Reach surface
water and/or
drainage channel
tributary to
surface water
Discharge to a
storm drain and not
fully captured and
returned to the
sanitary sewer
system or not
captured and
disposed of
properly. Any
volume not
recovered from
storm drain is
considered to have
reached surface
water.
DPH Within 15 minutes after
becoming aware of the spill.
Call and obtain operator number.
OES (≥ 1,000 gallons)
As soon as possible, but no
later than 2 hours after
becoming aware of the spill.
Call and obtain control number.
SWMD (only if entered into
storm drain)
As soon as possible, but no
later than 2 hours after
becoming aware of the spill.
NA
EPD (≥ 50,000)
As soon as possible, but no
later than 2 hours after
becoming aware of the spill.
Conduct Water Quality Sampling within 48 hours
of initial spill.
CIWQS Online Database – Upload water
quality results.
SSO Technical Report – Submit report within
45 calendar days on conclusion of SSO in which
50,000 gallons or greater are spilled to surface
water.
SWRCB
As soon as we become aware
of the SSO, reporting is
possible and can be provided
without substantially
impeding cleanup or other
measures.
CIWQS Online Database
Initial Report - ASAP but no later than initial
3 business days after we are made aware of it.
Final Certified Report – Within 15 calendar
days on conclusion of the SSO response and
remediation. Additional Information – Anytime
in form of an attachment.
2 ≥ 1,000 gallons of
Untreated or partially
treated SSO:
1. Does not reach
surface water,
drainage channel or
storm drain unless
discharge to storm
drain system is
fully recovered and
disposed of
properly.
DPH Same as above NA
SWMD (only if entered into storm
drain) Same as above NA
SWRCB Same as above Same as above
3 All other discharge of
untreated or partially
treated resulting from
sewer system failure or
flow condition.
DPH Same as above NA
SWRCB Same as above
CIWQS Online Database – Within 30 days
after the end of the calendar month in which the
SSO occurred.
PLSD
Private lateral sewage
discharge (PLSD)
caused by blockages or
other problems within
a privately-owned
lateral
DPH Same as above NA
SWRCB (optional) NA NA
NA No SSO in a calendar
month SWRCB NA
CIWQS Online Database – Certified within 30
days after the end of the calendar month,
certified statement that no SSO occurred.
NA Collection
System
Questionnaire
SWRCB NA CIWQS Online Database - Update and certify
every 12 months.
38 CSC SSMP REV.5/1/2025
6.1.2 TELEPHONE/FAX NUMBERS
Agency Contacts Hours of Operation
Department of Public Health (213) 974-1234 Answered on a 24-hour, 7-day a week basis Lahontan Regional Water Quality
Control Board (Lancaster/Palmdale
area) (Region 6)
Stormwater Maintenance Division
East Area
South Area
West Area
Environmental Programs Division
California Office of Emergency
Services
State Water Resource Control Board
(760) 241-6583 Answered only during normal working hours (626) 445-7630 Answered only dur ing normal working hours (626) 798-6761
(562) 861-0
316 Answered on ly during normal working hours
(818) 896-0594 Answered on ly during normal working hours (818) 248-3842 Answered only during normal working hours (626) 458-4 357 Answered on a 24-hour, 7-day a week basis 1-800-852-7550 Answered on a 24-hour, 7-day a week basis Online
database
website
39 CSC SSMP REV.5/1/2025
The District's Spill Emergency Response Plan (SERP) shown on the District’s SSMP provides guidelines
for the District 's maintenance crew to follow in responding to, cleaning up, and reporting sewer spills that may occur within the Consolidated and Marina Sewe r Maintenance Districts’ service area. The purpose of the SERP is support an orderly and effective response to sewer spills that ensure all regulatory requirements are met. The Districts’ SERP comprehensively addresses notification, response, assessment, and record keeping requirements of the SWCRB General Order as summarized in Table 6.1.1.
40 6.1.3 Procedure to Ensure that Staff and Contractors are Aware of and are Appropriately Trained to Follow the Emergency Response Plan The procedure to ensure that staff and contractors are aware and appropriately trained to follow the Emergency Response Plan is mainly the function of the LACPW. City staff, however, is familiar with the CSMD reporting procedures, which are included in the District's SSMP.
6.1.4 Procedures to Address Emergency Operations such as Traffic, Crowd Control, and other Necessary Response Activities
The City does not play a significant role in addressing emergency operations. Emergency operations are performed by LACPW staff or contractors doing emergency repair SSO- related work for the County or City. The City’s General Services field personnel,are also well trained in traffic and crowd control. The City’s vehicles are well equipped with traffic and crowd control tools, including orange traffic control cones, yellow tape, flashing lights, high visibility yellow uniforms, etc. The County of Los Angeles Fire and Sheriff's Departments also play active roles in the control and protection of the public during emergency SSO operations.
6.1.5 Program to Eliminate or Minimize the Discharge of SSOs into Waters of the United States
The CSMD's, City's field personnel, and emergency contractors’ crews are properly trained on methods and procedures to prevent or limit the amount of SSO into waters of the United States and how to mitigate their impacts. Some of the methods include the use of sand bags to contain SSOs, absorbent socks to prevent SSO discharge into storm drain catch basins, and the use of vacuum trucks to suck up contained spills and dump the effluent back into the collection system at other safe locations.
6.1.6 Spill Emergency Response Plan
CSC SSMP REV.5/1/2025
Table 6.1.1: Spill Emergency Response Plan General Order Compliance Order Requirement SERP Section
Notify primary responders, appropriate local officials, and appropriate regulatory agencies of a spill in a timely manner;
2, 3.4
Notify other potentially affected entities (for example, health agencies, water suppliers, etc.) of spills that potentially affect public health or reach waters of the State; 2, 3.4, 3.7
Comply with the notification, monitoring and reporting requirements of this General Order, State law and regulations, and applicable Regional Water Board Orders; 4 Ensure that appropriate staff and contractors implement the Spill Emergency Response Plan and are appropriately trained;
6 Address emergency system operations, traffic control and other necessary response activities;
3 Contain a spill and prevent/minimize discharge to waters of the State or any drainage conveyance system;
3.4 Minimize and remediate public health impacts and adverse impacts on beneficial uses of waters of the State;
3.4, 3.6
Remove sewage from the drainage conveyance system; 3.6 Clean the spill area and drainage conveyance system in a manner that does not inadvertently impact beneficial uses in the receiving waters;
3.6 Implement technologies, practices, equipment, and interagency coordination to expedite spill containment and recovery;
3.6 Implement pre‐planned coordination and collaboration with storm drain agencies and other utility agencies/departments prior, during, and after a spill event; ‐
Conduct post‐spill assessments of spill response activities; 3.8, 4.5 Document and report spill events as required in this General Order; and 4 Annually, review and assess effectiveness of the Spill Emergency Response Plan, and update the Plan as needed.
6.1 41
CSC SSMP REV.5/1/2025
The Sewer System Management Plan must include procedures for the evaluation 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
justification in
its Plan for why
a program is not needed.
The procedures must include, at minimum:
•An implementation plan and schedule for a public education and outreach program that promotes proper dispos
al of pipe-blocking substances;
•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 facilities and/or additional facilities needed to adequately dispose of substances generated within a sanitary sewer system service area;
•The legal authority to prohibit discharges to the system and identify measures to prevent spills and blockages;
•Requirements to install grease removal
devi
ces (such as traps or interceptors), design standards for the removal devices, maintenance requirements, best management practices requirements, recordkeeping and reporting requirements;
•Authority to inspect grease producing facilities, enforcement authorities, and whether the Enrollee has sufficient staff to inspect and
enforce
the fats, oils, and grease ordinance;
•An identification of sanitary sewer system
sections subject to fats, oils, and grease blockages and establishment
of a cleaning schedule for
each section; and
•Implementation of source control measures for all sources of fats, oils, and grease reaching the sanitary sewer
system for each section identified above.
7.0 Blockage Control Program
7.1 Introduction
The FOG program is performed by CSMD staff on behalf of the City. Th e methods used by
LACDPW are contained in the Districts'
SSMP. Solidified fats found in the collection system during cleaning operations are trapped, collected,
and taken to the maintenance yard dump bins. These and
other debris collected from the system are taken to the County Sanitation Districts of Los Angeles County (CSD) facilities. Analysis of sewer overflows over the last 3 years indicates an average of 88 percent of spills within the Districts' collection system are linked to roots, debris, grease, pipe structural failure and pump
station failure either as a primary or secondary cause factor. Between 2021 and 2024, an averag e of 30% of spills were linked to grease accu mulation and 18% linked to debris accumulation. To prevent the build-up of fats, oils and grease (FOG) that can cause blockages and restrictions in flow, the County has implemented a FOG program to
prevent sewage
overflows into the environment, as well as to
reduce the discharge of FOG to the sewer system.
The Environmental Pr
ograms Division is responsible for performing
fats, oils, and g rease source
control inspections of food service establishments (FSEs). The EPD regulates industrial waste disposal for 36 cities by contract and all unincorporated areas. The number of FSEs per City and within the unincorporated areas are
listed in Table 6.1.1.
42 CSC SSMP REV.5/1/2025
Table 6.1.1: Number of FSEs per City/Area
City/Area
Number of Food Service
Establishments
Unincorporated Area 1025
Lakewood 181
Artesia 118
Cerritos 144
Paramount 52
Bellflower 51
La Mirada 74
Hawaiian Gardens 21
Carson 169
Culver City 188
Rolling Hills Estate 20
Lawndale 46
Cudahy 12
Lomita 58
Rosemead 114
Duarte 53
Irwindale 39
Temple City 55
Commerce 102
Bell Gardens 91
La Canada Flintridge 49
Beverly Hills 135
San Fernando 52
Westlake Village 50
Agoura Hills 65
West Hollywood 255
Calabasas 53
San Dimas 80
Walnut 52
Diamond Bar 75
Santa Clarita 376
43 CSC SSMP REV.5/1/2025
A list of cities that EPD supports with industrial waste disposal, including FOG source control inspections, can also be found on the Los Angeles County official website:
https://cleanla.lacounty.gov/industrial-waste/#Jurisdictions The website provides FOG guidelines, standard drawings for grease pretreatment devices, permit forms, and details on EPD’s FOG program.
7.2 Implementation Plan and Schedule for Public Outreach • Summary of Outreach Activities
The Sewer Maintenance Division conducts public outreach through various channels to educate the community
about Fats, Oils, and Grease management:
• Community Events: CSMD participates in resource fairs, park events, and Earth Day‐ themed events, where staff distribute FOG brochures and answer questions from the community.
• Website Resources: The FOG page on CSMD’s website provides a comprehensive list of FOG do’s and don’ts: https://pw.lacounty.gov/SMD/grease/Index.cfm • Inspections: During inspections of FSEs, FOG inspectors provide educ ational materials on best management practices (BMPs) for grease traps and interceptors. Newly permitted FSEs also receive BMP materials.
By engaging with the community and FSEs through these activities, CSMD aims to promote effective FOG management practices
and prevent blockages in the sewer system.
• Plan and Schedule of Events
For the disposal of grease and other pipe-blocking substances, FSE’s must obtain an Industrial Waste Disposal Permit from EPD that requires a schedule of frequent maintenance and documentation of maintenance and disposal of waste. Under the permit, grease traps are required to be maintained/pumped daily while grease traps/interceptors that can handle 750 gallons or greater require quarterly maintenance. FOG haulers have multiple options for grease disposal, including Baker Commodity in Vernon and designated disposal locations in Los Angeles and the County Sanitation Districts of Los Angeles County. These disposal sites are regulated and require a fee. The solidified fats found in the County’s collection system during cleaning operations are trapped, collected, and taken to the maintenance yard dump bins. 44 The schedule of outreach activities is based on opportunities for public engagement and the frequency of FSE inspections. When an opportunity arises for CSMD to participate in a public event, t
he Community and Government Relations Group (CGRG) notifies them. Many of these events occur annually and CSMD tries to be involved if notified by the CGRG in time to coordinate. CGRG keeps track of all the events the county participates in annually, providing a summary of events at the end of the year. FSE Outreach is timed around FSE inspections. FSE owners are provided educational material when FOG inspectors visit to inspect grease traps and interceptors and check for any violations.
7.3 Plan and Schedule for Disposal of FOG
CSC SSMP REV.5/1/2025
Once the bins are full, these and other debris collected from the system are taken to the County Sanitation
Districts of Los Angeles County facilities.
7.4 Authority to Prohibit FOG Discharges and Identify Measures to Prevent FOG spills
• Authority
The City’s and County’s legal authority to prevent illicit discharges into the sanitary sewer system and to limit the discharge of FOG and other debris that may cause blockages in the sewer lines is discussed in Chapter 3.
• Preventative Measures
The Districts utilize semiannual manhole inspection of all manholes, and the scheduled and
unscheduled sewer line cleaning and television inspection of the interior of sewer pipes to identify pipe segments experiencing heavy grease accumulation and in mitigating the problem.
These legal mandates and maintenance practices are complemented by the Districts’ Public Education and Outreach Program discussed in Section 7.2 to minimize Spills and blockages caused by FOG.
7.5 FOG Program Requirements and Design Standards
A pretreatment
system/device is re quired for any new and existing food service establishment or similar
facility where FOG from food preparation is discharged into the sewer system in quantities that
may cause blockages or interfere with sewage treatment or disposal. All pretreatment facilities, whether required
by EPD or installed voluntarily, shall be maintained and operated under a valid Industrial Waste Disp
osal Permit (IWDP) for the operating life of the facility. • Requirements to Install Grease Removal Devices
The LACDPW’s legal authorities to enfor ce the requirements stipulated in this Section are discussed in Chapter 3. The Director of Public Works has enforcement authority for industrial waste permitting per Section 20.36.040 of the LACO Code and charged the EPD with permitting and inspecting more than 1,300 food service establishments that discharge into the sanitary sewer system in 36 contract cities within the CSMD. New or remodeled FSEs and
those under new ownership must also secure a permit from the Building and Safety Division (BSD). If there is a FOG-related problem associated with an industrial waste permit, DPW will take enforcement action against the permittee, or where applicable, refer the problem to the contract city for enforcement action. The EPD requires that industrial waste generating facilities and any FSE with the potential to produce grease install a grease control device (GRD).
LACDPW does not issue permits or inspect domestic sewage disposal to the sanitary sewer system. However, the LACO Code prohibits the discharge of “any material, which may create a public nuisance, or menace to the public health or safety, or which may pollute underground or surface waters, or which may cause damage to any storm-drain channel or public or private property” (Section 20.36.010). If during inspection of the sanitary sewer system Districts’ personnel determines that a FOG-related problem exists and is traceable to a domestic sewage source of such character that is not satisfactory, under the LACO Code 45 CSC SSMP REV.5/1/2025
(Section 20.20.100), pretreatment could be required or the discharge required to be elimin ated.
Domestic waste containing FOG can lead to spills, which are public nuisances and is a violation of California Health and Safety
Code Division 5, Part 3, Chapte r 6, Article 2, which can also be used to impose
appropriate domestic sewage discharge requirements.
• Design Standards for Grease Removal Devices
FSEs are required to size, design and construct grease traps and interceptors according to the LACO Plumbing Code. Additionally, they are required to be approved, installed, and operated in a manner to control discharges of FOG into the sanitary sewer system and to ensure that the facilities
do not create nuisances, menaces to the public peace, health or safety hazards, or adverse
impacts to the public sewerage system, soil, underground, and/or surface waters.
The Industrial Waste online page on the County’s website provides standard drawings for grease pretreatment devices: https://cleanla.lacounty.gov/industr ial-waste/#Obtaining- Clearance
• Maintenance
Requirements
The IWDP Conditions and Limitations has a minimum maintenance frequency condition and a requirement to maintain the GRD in proper working order. During inspections, inspectors physically examine the GRD. If a grease interceptor (GI) is used, FSEs are required to open and inspect it. If issues are identified, they are documented, and a job order is created. The FSE signs off on the order and receives a receipt. If cleaning records are not provided, or if the GI cannot be accessed, the FSE must clean it.
• Permit conditions
require:
• GIs to be cleaned at leas t once every three months
• FSEs with
grease traps are required to perform daily maintenance • Best Management Practices Requirements
The Pretreatment
Guidelines for Restaurants and Food Service Operations provide guidelines and best management practices for selecting and installing pretreatment devices. These guidelines outline the installation requirements for grease inte rceptors and offer a list of alternative pretreatment devices that can be used in lieu of a grease interceptor.
During inspections, inspectors verify whether best management practices are being followed, such as maintaining proper
documentation, using adequate devices, and employing appropriate disposal methods. In incorporated areas, inspectors distribute flyers outlining the dos and don’ts of fog management and request that these flyers be displayed at workstations for workers to see. • Record Keeping and Reporting Requirements
As a condition of the Industrial Waste Permit, FSEs must record the maintenance of grease trap/ interceptors on a main tenance log report. The log records date of the service performed, types of services performed, and person/company providing service. Additionally, for any liquid or solid industrial wastes transported from the site, FSEs must obtain and keep copies of receipts for grease trap/interceptor maintenance and pumping for at least 180 days. The maintenance lo g report and receipts
shall be made available to the County and the City (if applicable) upon request.
46 CSC SSMP REV.5/1/2025
• Procedures
The County implements the following procedure to identify and manage sections of the system impacted by
FOG blockages:
• Identification: Sections impacted
by FOG blockages are identified through regular
inspections conducted by clean
ing crews, CCTV inspections, and reports of spills.
• Investigation: Once identified, these sections are thoroughly investig ated to assess the
extent of the blockages and determine the
appropriate actions needed to address them.
• Maintenance:
Based on the investigation findings, a periodic cleaning schedule is defined and
implemented for each affected section to ensure ongoing maintenance and prevent future blockages.
7.6 Inspection and Enforcement Program
• Authority to Inspect Grease Producing Facilities
Section 20.36.400 of the LACO Code provides legal authority to inspect FOG-producing facilities, proh
ibiting the discharge of substances that may obstruct or require fr equent maintenance of the sewer system. The source control inspection process follows a standard workflow, including researching plans, preparing for the inspection, reviewing operations, and requesting GRD maintenance documentation. Inspectors may ask questions about waste oil management, changes in operations that affect the permit, and maintenance frequency.
They also check
for compliance with Best Management Practices such as ensuring BMP posters are visible in the kitchen. Inspectors document their findings and enter data into the HMS database.
When CSMD encounters FOG
issues in the collection system, whether from spills, CCTV inspections, or sewer cleaning, the source of the problem is evaluated as either residential, commercial, or
both. For residential spills, CSMD may notify residents door-to-door, providing information
on proper grease disposal practices. For recurring issues, the affected area is placed on a preventive maintenance schedule. In the case of commercial spills, the incident is referred to EPD for investigation. EPD checks GRD maintenance and requires corrective actions when needed. If an FSE without a GRD is responsible for a spill, EPD mandates the installation of a GRD. If
a GRD-equipped FSE causes a spill, more frequent
maintenance may be
required. All investigations are documented in the HMS database, and results are communicated to CSMD
as relevant.
• Authority to
Enforce
The enforcement process for violations varies based on location. In unincorporated areas, inspectors issue a Notice of Violation or Order to Comply with a set deadline. Follow-up inspections verify compliance, and
unresolved issues may be escalated to supervisors. In rare instances, compliance
issues are referred to headquarters, possibly resulting in lega l action with the District Attorney.
In CSMD cities, violations are handled similarly, but escalation may involve the City’s Code Enforcement and,
if necessary, the City Attorney.
47 CSC SSMP REV.5/1/2025
• Resource Plan to Inspect and Enforce
7.7 Maintenance Program to Address FOG Issues
As described in Section 4, FOG prone sections of the Districts’ collection system, referred to as “hot
spots,” are identified during routine maintena nce operations and investigation of stoppages and spills. These portions
of the system found to have persistent FOG problems are put on monthly, quarterly, or semi-annual periodic cleaning schedules, depending on the magnitude of the problem.
Furthermore, segments of the collection system with persistent FOG problems are referred to the Environmental Programs
Division of th e Department of Public Works for additional investigation and enforcement actions.
7.8 Implementation of Source Control Measures to Address
FOG Issues
• Summary of Source Control Measures
Pretreatment devices are used to remove grease from sewage to prevent the accumulation of FOG that can lead
to blockages. The County provides pretreatment guidelines to FSEs, offering guidance on how to adequately select, size, and
install a pretreatment device based on the amount
of grease produced. The main
tenance of these devices is outlined in the IWDP to ensure proper operation and functionality. Under the IWDP, the County or City may require upgrades to grease interce
ptors if maintenance is inadequate or if the interceptor is too small to handle the waste stream.
• Summary of Source Control Program Enforcement
The EPD conducts routine inspections of FSEs and inspects new establishments. Investigations are also performed when spills occur. When C SMD receives c omplaints and determines that FOG may have caused a spill or has the potential to cause a spill (e.g., grease accumulation), they reach out to the EPD for further investigation. Upon investigation, the EPD may make adjustments to the permit a nd t reatment requirements to prevent such incidents and/or place t he impacted area under periodic maintenance. Under the Industrial Waste Disch arge Permit (IWDP), the County or City may modify the permit and its conditions and limitations as necessary to ensure proper waste disposal.
48 The EPD has sufficient inspection and enforcement staffing to achieve an annual FSE inspection cycle and follow up on requirements and violations identified. The County’s current funding allows for increases in permit and other services charges if necessary to hire additional staff.
CSC SSMP REV.5/1/2025
8.0 System Evaluation Capacity Assurance and Capital Improvements The Plan must include procedures and activities for:
•Routine evaluation and assessment of system conditions; •Capacity assessment and design criteria;
•Prioritization of corrective actions; and
•A capital improvement plan.
8.1 System Evaluation and Condition Assessment The Plan must include procedures to:
•Evaluate the sanitary sewer system assets utilizing the best practices and technologies available; •Identify and justify the amount
(percentage) of its system for its condition to be assessed each year;
•Pr
ioritize the condition assessment of system areas that:
o Hold a high level of environmental consequences if vulnerable to collapse, failure, blockage, capacity issues, or other system deficiencies;
o Are located in or within the vicinity of surface waters, steep terrain, high groundwater elevations, and environmentally sensitive areas;
o Are within the vicinity of a receiving water with a bacterial-related impairment on the most current Clean Water Act section 303(d) List;
•Assess the system conditions using visual observations, video surveillance and/or other comparable
system inspection methods;
•Utilize observations/evidence of system conditions that may contribute to exiting of sewage from the sys
tem which can reasonably be expected to discharge into a water of the State; •Maintain
documents and recordkeeping of system evaluation and condition assessment inspections and activities; and
•Identify system assets vulnerable to direct and indirect impacts of climate change, including but not lim
ited to: sea level rise; flooding and/or erosion due to increased storm volumes, frequency, and/or intensity; wildfires; and increased power disruptions.
8.2. Capacity Assessment and Design Criteria
The Plan must include procedures to identify system components that are experiencing or contributing to spills caused by hydraulic deficiency and/or limited capacity, inclu ding procedures to identify the appropriate hydraulic capacity o f key system elements for:
• Dry-weather peak flow conditions that cause or contributes to spill events; • The appropriate design storm(s) or wet weather events that cause or contributes to spill events; • The capacity of key system components;
•T
he major sources that contribute to the peak flows associated with sewer spills. • Necessary redundancy in pumping and storage capacities.
The capacity assessment must consider:
• Data from existing system condition assessments, system inspections, system audits, spill history, and other available information; and
• Capacity of flood-prone systems subject to increased infiltration and inflow, under normal local and regional storm conditions;
49 8.1 System Evaluation and Capacity Assurance
The City's Engineering Services Division ensures that the public sewer infrastructure is correctly designed and adequately sized
prior to transfer of the sanitary sewer system to the County of Los Angeles CSM
D for maintenance. For the County of Los Angeles, this f unction is provided by the DPW’s Land Development Division. Los Angeles County Sewer Maintenance District review and approval of the plans for maintenance purposes is a requirement.
8.2 Adequate Capacity and Design
Per Title
15, Chapter 20 of the Santa Clarita Municipal Code, the City has adopted by reference the Los Angeles County Code (LACO), Title 20, Utilities, Division 2, Sanitary Sewers and Industrial Waste. The County Code forms the basis upon which sewer construction plans are designed and plan checked ensuring a logical, functional design. The LACO Code also forms the basis upon which sewer construction plans are designed and plan checked. It also defines terms, establishes fees, sets out provisions for enforcement and maintenance, and sets the basis of design standards for sewers. Supplementing the LACO Code are the DPW’s Private Contract Sanitary Sewer Procedural Manual and
its accompanying sample plans and Guidelines for Pump Station Design. These documents give specific information on the DPW’s requirements for the design plan processing, approval, and permitting. They also provide the detailed requirements for the design of the sanitary sewer to esta
blish a standard for proper operation.
A sewer area study is required to be submitted by the develop er to asses adequate sizing of the any new
portion or connection to the sanitary sewer. Information regar ding a sewer area or capacity sturdy
is detailed in Title 20 of the LACO Code, DPW Procedural Manual, City of Santa Clarita policy and sample studies and methodolo gy hand- outs. The City requires a complete sewer area study by a private civil engineer prior to giving approval for projects that may affect the capacity of the public sewer system. The completed study analyzes the capacity in the existin g system and
CSC SSMP
REV.5/1/2025
•Capacity of systems subject to increased infiltration and inflow due to larger and/or higher- intensity storm events as a result of climate change;
•Increases of erosive forces in canyons and streams near underground and above-ground system components due to larger and/or higher-intensity storm events; •Capacity of major system elements to accommodate dry weather peak flow conditions, and updated design storm and wet weather events; and
•Necessary redundancy in pumping and storage capacities.
8.3. Prioritization of Corrective Action
The findings of the condition assessments and capacity assessments must be used to prioritize corrective actions. Prioritization must consider
the severity of
the consequences
of potential
spills.
8.4. Capital
Improvement Plan
The capital
improvement plan must include the follow ing items:
• Project schedules including completion dates for all portions of the capital improvement program; •Internal and external project funding sources for each project; and •Joint coordination between operation
and maintenance staff, and engineering staff/consultants during planning, design, and construction of capital improvement projec ts; and Interagency coordination with
other impacted utility agencies.
50 CSC SSMP REV.5/1/2025
sets forth mitigation requirements for developers to ensure adequate capacity and flow. The study also justifies the sizing of the proposed lines to accommodate the base, peak, and wet weather flows from all tributary lines to the mainline sewer under consideration, now or in the future. The approved capacity study is referenced directly by the plan checker when the site design plans for the new/altered infrastructure are submitted to
ensure adequate sewer capacity. All proposals for a
new connection to an existing sewer must also comply with Los Angeles County Sewer
Maintenance District’s policies for mana
ging sewer capacity.
Sewer plans for construction are prepared by private registered civil engineers and submitted to the City for plan check. Codified Division 2 and procedural manual precepts are used in an ite rative
plan check process to ensure that the sewer will
function properly. The Standard specifications for
Public Works construction or “Greenbook” (published by Public Works Standards, Inc.) and the
Los
Angeles County
Department of Public Works Standard Plans are referenced where more detailed design
data is
to be specified. Permits for construction of any public sewer infrastructure are not issued until the plan check process has been completed. This process ensures the functional design and adequate capac
ity of the public
sewer system.
8.3 Capacity Assurance
The City of Santa Clarita shall rely
on the CSMD for information
on the existing sanitary sewer
system
including:
• Semiannual inspections of manholes and CCTV of the interior of the sewer lines to identify pipe segments with impeded sewage flow due to accumulation of grease, tree root intrusion, structural damage, or
infiltration problems.
• Sewer line flow measurements to evaluate the capacity of sewer lines suspected of being
surcharged.
• Mitigating any problems identified by sewer line clean ing, repair, or rehabilitation by lining or
replacement of sewer pipes.
As previously discussed in Section 8.1 and 8.2, it is the responsibility of the deve loper to prepare a study and
provide for adequate
capacity and
flow for the sewer. It is the responsibility of the City to ensure that the sewer area studies are checked and the sanitary sewer infrastructure is properly constructed.
8.4 Capacity Enhancement Plan
The City’s plan to enhance the capacity of the sewer lines include s:
• Manage the reduction and control of infiltration inflow (I/I) entering the sewer system by ensuring, through plan check, that the system is properly designed , carefully inspected during construction, for proper installation of laterals and manholes, and that appropriate pipe materials are utilized.
• Once installed and transferred to CSMD for maintenance, the District employs multiple strategies for identifying sources of I/I in the sewer system and for eliminating them where economically feasible.
o The most common methods utilized for detecting I/I sources include visual inspection of the sewer lines and manholes, closed circuit televising (CCTV) of the interior of the sewer pipes, smoke, and dye testing etc.
o If the sources are due to illicit connections such as sump pumps, roof drainage, surface 51 CSC SSMP REV.5/1/2025
water diversion into a manhole, etc., applicable laws are enforced to eliminate them. o All other sources, such as cracks and/or leaks in the sewer pipes, poor joints, flows into manholes or deteriorated pipe segments, are corrected by pipe repair or replacement, lining of sewer pipes and manholes, and corking and sealing of manholes under the Districts’ capital improvement programs.
o City Public Works engineers and field personnel have easy access to GIS maps of areas prone to flooding or mapped as Special Flood Hazards Areas (SFHAs). These maps can be utilized as guidance for anticipating potential of Infiltration of storm flows, and can be used to request caulk and corks from Sanitation Districts of Los Angeles County free of charge for sealing manhole covers.
8.5 Capital Improvement Plan
Collection systems owned by the Cities receive improvements under the City’s Capital Improvement
Plan (CIP). The City and/or District annually prepares/updates a list of capital improvement projects that may includ
e projects
to address identified wastewater collection system
capacity issues from the above alternatives analysis and projects identified through the condition assessment process. Collections and
Engineering staff
select and prioritize the projects to be
included on the an nual list. As an example, in 2022 CSMD completed the Honby Siphon Replacement Project for the
SSO that occurred at the Honby Avenue siphon across the Sant a Clara river,within City jurisdiction.
Most improvements are delivered through on-call contracts, including work on gravity mains, point repairs, and pipe lining. The Accumulative Capital Outlay Program (ACO) funds the repair and maintenance of CSMD facilities.
Alternative funding sources vary f
or each project and can come
from the zone budget or other assistance identified by LACPW. The Project Management Division (PMD) manages the CIP and schedule, tracking budget, scope, and schedule. • Accumulative Capital Outlay Program
The Accumulative Capital Outlay (ACO) Program fund was established in 1987 as a mechanism to pay for sewer pipe replacements, relief sewer construction, and major improvements to sewage pumping stations. The objectives of the fund are to establish a charge to be collected from each parcel of real property in the CSMD and utilize these monies for sewer line repair and rehabilitation projects (emergency or scheduled).
Additionally, some deteriorated lines are discovered during preventive maintenance of sewer lines. These lines are either immediately repaired by force account, using emergency contractors, or added to the list of future ACO projects. 52 • Maintenance-related issues such as accumulation of grease and other materials that impede sewage flow (root balls and rags, etc.) are mitigated by sewer line cleaning performed by CSMD.
• Sewer line flow measurements to evaluate the capacity of sewer lines suspected of being surcharged. The various elements of the CSMD's capacity enhancement plan is discussed under
the Preventive Maintenance, Condition Assessment, and Capital Improvement Programs in Chapter 4 of this document and in Sections 8.1 and 8.2 of this chapter.
CSC SSMP REV.5/1/2025
Early in the project delivery process, impacted agencies and entities are identified to initiate communication and permitting to streamline project deliv ery. This includes communication and coordination
with CSMD cities if the work is being performed on their collection system.
Another
primary impacted agency is
LACSD, since there are numerous connections between
CSMD collection systems and LACSD trunk sewers. I
mpacted entities can include Army Corps
of Engineers, Department of
Fish and Wildlife, r ailroads, schools, neighboring cities, or CSMD member cities. Collaboration helps align project planning and resource allocation for engineering, design, and construction.
Regular communication, data sharing, and joint meetings support the coordination
of timelines , permitting, and infrastructure improvements while reducing conflicts across jurisdictions. All coordination of stakeholder and community engagement
is managed
by PMD staff.
8.6 Prioritization of Corrective Actions
The District prioritizes corrective action based on:
• Likelihood of failure, which is determined from findings of condition assessment (e.g., prioritizing NASSCO PACP rating, 4 and 5);
• Consequence of failure (e.g., proximity to wa ter body, railroad, road type; and easement) ; • Areas with multiple priority segments to factor in areas to be repaired.
Based on the condition grading and observed defects, the District prioritizes sewer segments for remediation. NASSCO PACP Structural Grade 5 defects are significan t structural deficiencies.
Pipe s
egments with these defects are placed on a repair list with the highest priority, focused on pipes with NASSCO PACP Structural Grade 5 defects prone to accelerated deterioration. Sewer repairs are also prioritized based on maintenance history, past overflow records, sewer line locations, and age, as they c ontribute to the likelihood and severity of spills. 53 • Joint Coordination and Interagency Coordination.
The majority of collection system improvements are managed by Sewer Maintenance Division staff using resources from on-call contracts for planning, design, and construction. In some cases, projects are managed by Project Management Division. In either case, coordination between operation and maintenance staff, County engineering staff, consultants and contractors occurs throughout the planning, design and construction phases o f project delivery. Project
delivery incorporates coordination meetings and milestone deliverable reviews by all stakeholders.
CSC SSMP REV.5/1/2025
The Plan must include an Adaptive Management section that addresses Plan-implementation effectiveness and the steps for neces
sary Plan
improvement, including:
•Maintaining relevant information, including audit findings, to establish and prioritize appropriate Plan activities;
•Monitoring the implementation and measuring the
effectiveness of each Plan
Element;
•Assessing the success of the preventive operation and maintenance activities; •Updating Plan procedures
and activities, as appropriate, based on results of monitoring and performance evaluations; and
•Identifying and illu
strating spill trends, including spill frequency, locations and estimated volumes
9.0 Monitoring, Measurement, and Program Modifications
9.1 Monitoring
The City will document all relevant data on SSOs that occurred in the City. This will include quarterly SSO reports from the LACDPW, Annual Reports published by the LACDPW, Sewer Maintenance Productivity Report (Appendix H) for the City, and any special
reports to regulatory agencies, etc. The data will be analyzed to evaluate the effectiveness of the City's SSMP.
9.2 SSMP Program Effectiveness Evaluation
The effectiveness of the program shall be monitored and tracked through a three-year audit of SSMP and the CSMD Performance Measure Indicators (Appendix I of the Districts' SSMP) of the
key activities aimed towards minimizing sewer overflows. These include the total number of overflows, total number equal to or greater than 1,000 gallons or reaching the waters of the United States, overflow response times, reduction in repeated incidents of overflow at same location, and reduction in number of overflows caused by flows exceeding the capacity of the collection system.
9.3 Program Modifications
The City shall continually update or modify the key elements of its SSMP based on the results of the above-mentioned monitoring and program effectiveness evaluations. The City shall also make recommendations to the LACPW, as necessary, on elements of the Districts' SSMP to be adjusted or revised within City boundaries to better serve its residents.
9.4 Mapping of SSO Frequencies
The annual SSO location map prepared by the LACPW is enclosed in Appendix H of the District’s SSMP. The cause of each SSO incident is also recorded and shown on the map sheet. This map is used for establishing SSO patterns, identifying hot spots, and work assignment scheduling by LACPW field personnel.
54 CSC SSMP REV.5/1/2025
The Plan shall include internal audit procedures, appropriate to the size and performance of the system, for the Enrollee to comply with section 5.4 (Sewer System Management Plan Audits) of this General Order.
The LRO shall submit an audit Report in CIWQS. The report will be viewable by Water Board staff only. Sewer system operators must be involved in completing the audit, which at a minimum must:
•Evaluate the implementation and effectiveness of the Enrollee’s SSMP in preventing spills; •Evaluate the Enrollee’s compliance with this General Order; •Identify Sewer System Management Plan deficiencies in addressing ongoing spills and discharges to waters of the State; and
•Id
entify necessary modifications to
the Sewer
System Management Plan to correct deficiencies.
The Enrollee shall submit a complete audit report that includes:
•Audit findings and recommended corrective actions;
•A statement that sewer system operators’ input on the audit findings has been considered; and •A proposed schedule for the Enrollee to address the identified deficiencies.
10.0 Internal Audits
10.1 SSMP Program Audit
The City SSMP committee shall conduct an internal audit and prepare a report every three years. The audit shall focus on evaluating the effectiveness of the SSMP and the CSMD’s compliance with the SSMP requirements including identification of any deficiencies in the SSMP and steps to correct them. The audit shall also rely on interviews with key personnel, observations, equipment inspections, and review of records, etc. The most recent report of the audit will be kept on file in the Director of Public Works'/City Engineer's office.
10.2 SSMP Certification
The SSMP shall be certified by the Director of Public Works/City Engineer or authorized representatives to be in compliance with the requirements set forth in the WDRs and be presented to the City Council for approval at a public meeting. The City authorized representative must also complete the certification portion in the online SSO Database Questionnaire (http://ciwqs.waterboards.ca.gov/) by checking the appropriate milestone box, printing and signing the automated form, and sending the signed form to:
Attn: Sanitary Sewer Overflow Program Manager
State Water Resources Control Board
Division of Water Qu
ality
P.O. Box 100
Sacra
mento, CA 95812
55 CSC SSMP REV.5/1/2025
10.3 SSMP Modification and Recertification
The SSMP must be updated every six years to keep it current. When si gnificant amendments
are made to any portion or portions of the SSMP, it must be resubmitted to the City Council for approval and recertification. The recertification shall be in accordance with the certification pr
ocess described in Section 10.2 above.
56 CSC SSMP REV.5/1/2025
The Plan must include procedures for the Enrollee to communicate with:
•The public for:
o Spills and discharges resulting in closures of public areas, or that enter a source of drinking water, and
o The development, implementation, and update of its Plan, including opportunities for public input to Plan implementation and updates.
•Owners/operators of systems that connect into the Enrollee’s system, including satellite systems,
for:
o System operation, maintenance, and
capital improvement-related activities.
11.0 Communication Program
The public is notified of spills and discharges that result in closures of public areas (including streets and surface waters) by erecting cones and barricades, and by posting warning signs in accordance with the Spill Emergency Response Plan. The
necessary equipment and signage are
kept in
the City’s emergency response vehicle.
The City’s Engineering Services webpage encourages customers who experience problems (e.g., sewer
spills)
that they suspect are related to the City’s mainline system to call the City’s Public Works Department. It provides phone numbers for use during business and non-business hours.
Copies of the CSMD District's SSMP will be maintained in the CSMD Alhambra headquarters office and all CSMD maintenance yards and posted in the LACDPW’s home webpage.
The City of Santa Clarita's SSMP will be maintained at Santa Clarita City Hall and posted on the City's Public Works webpage.
Both agencies' SSMP shall also be made readily available to the Regional Water Quality Control Board representatives upon request and to the operators of any collection system or treatment facility downstream of the CSMD system.
57 The public is notified of spills and discharges that result in closures of public areas (including streets and surface waters) by erecting cones and barricades, and by posting warning signs in accordance with the Spill Emergency Response Plan. The necessary equipment and signage are kept in
City’s emergency response vehicle. Other information
provided upon request to interested parties includes: a copy of completed SSMP, brochures and materials regarding collection system operations and maintenance, FOG and contact information and/or opportunities for input into the development and implementation process.
• Communication Program
CSC SSMP REV.5/1/2025
The complete SSMP and all references are available on he City’s webpage. The County employs a variety of means for communicating with the public and contract agencies
on the development, implementation., and update of the SSMP. The following sections describe the County’s procedures for:
• Communicating with the public for spills and discharges resulting in closures of public areas, or
that enter a source of drinking water.
• Communicating with the public on the development, implementation, and update of its SSMP, including oppor
tunities for public input to Plan implementation and updates. • Owners/operators of systems that connect into the Enrollee’s system, including tributary
systems, for system operation, maintenance,
and capital improvement-related
activities.
• Procedures to Communicate with Public for Spills and Discharges The Districts’ procedures for communication with the public for spills and discharges are included in the Spill Emergency Response Plan in the LA County’s SSMP Appendix F. Within 15 minutes of receiving confirmation that a spill with the potential to reach a storm drain or public waterway has occurred, the Districts Field Crew must contact Los Angeles County Department of Public Health through the County Operator. The Department of Public Health will post and remove signage for waterways and beach closures as required and will not remove the signs until the effects of the spill have been mitigated. A public press release will be made of the temporary closure due to a spill.
• Procedures for General Communication with Public on SSMP The City and the County provide the
public and residents in its serv ice areas with educational and informational materials related to the sewer collection system and the sewer maintenance services the County provides. The County relies heavily on the Sewer Maintenance webpage on the Los Angeles County Department of Public Works website to provide the public with sample information regarding the SSMP and SSMP program implementation: https://dpw.lacounty.gov/ CSMD/CSMD/index.cfm
• Current SSMP
• SSMP Audit Report
• Interactive sewer mapping providing the public with a means to find the sewer map and sewer pipeline servicing their property
• Annual performance reports
• Condition assessment reports
• FOG best management practices
• Homeowner responsibilities
• Outreach
Brochures (in multiple languages)
58 The following information is publicly accessible on the Sewer Maintenance webpage:
CSC SSMP REV.5/1/2025
• Answers to frequently asked questions (in multiple languages) • The Districts’ provides a “Contact Us” link on the Sewer Maintenance webpage providing the public with a phone number for inquiries, an 800 number for emergencies, and a mailing address for written inquiries.
• To report urgent problems, the Sewer Maintenance webpage provides an emergency contact link:
o https://pw.lacounty.gov/Contact/#emergencyInfo
The public can provide feedback on the SSMP and the performance of the Sewer Maintenance Districts using the online survey
located on the Sewer Maintenance w ebpage:
o https://ladpw.org/general/survey/index.cfm?pid=ISBQICAK • Procedures to Communicate with Connecting Systems and Contract Agencies The City and the County are in constant communication with entities that are connected to the system for operations, maintenance, and spill response related activities. For all agencies, CSMD communicates with the agency when capital improvement-related activities will impact another agencies system. Email broadcasts are sent to member cities to provide updates and communicate deadlines such as audit due dates. Additionally, CSMD staff will also communicate directly with District staff when necessary for coordination.
59 The CSMD and the City, which is a part of the CSMD, will play significant roles, jointly and separately, toward achieving the goals of the WDRs. The LACPW shall apply for coverage under the WDRs for facilities it owns. The City will apply for coverage for its own facilities.
The SMD shall prepare a comprehensive SSMP for the Districts. The City in coordination with the LACPW will prepare its own SSMP. The City has previously adopted codes and regulations providing it with legal authority in conjunction with agreements with the Districts to enforce items stipulated in the WDRs.
Section 12.2 shows the C SMD cities and the SSO-rel ated services currently provided by DPW to each of the cities. It also contains information on estimated population of the cities.
The CSMD shall perform all functions under the WDRs related to the operation and maintenance of sanitary sewer systems. CSMD shall also be responsible for conducting structural evaluation of the sewer system and for correcting identified structural and maintenance deficiencies under the ACO program. Cities will be conducting the capacity study of their collection systems, if necessary, and correcting identified hydraulic deficiencies. The sample matrix on Section 12.3.1 is a listing of the Key Elements of the SSMP and the roles for the CSMD and the city. By completing and signing this above matrix, the city, as owner, and the CSMD, as service provider, mutually agree that it is an accurate description o f what each entity will be responsible for under the WDRs. Upon approval by both parties, this document becomes a part of the SMD SSMP . 60 12.0 CSMD and City Responsibilities Under the WDR
APPENDIX A
WASTE DISCHARGE
REQUIREMENTS - NOTICE OF
APPLICABILITY, CONTINUATION OF
REGULATORY COVERAGE,
STATEWIDE SANITARY SEWER
SYSTEMS GENERAL ORDER,
2022-0103-DWQ
State Water Resources Control Board
Date:
NOTICE OF APPLICABILITY; CONTINUATION O F REGULATORY COVERAGE; STATEWIDE SANITARY SEWER SYSTEMS GENERAL ORDER, 2022-0103-DWQ Dear
Thank you for certifying your Continuation of Existing Regulatory Coverage for m in the California Integrated Water Quality System (CIWQS) dat abase. This Notice of Applicability serves as confirmation of the continuation of regulatory coverage from Or
der 2006-0003-DWQ to Order 2022-0103-DWQ for:
· Agency name:
· Sanitary Sewer System name:
· Waste Discharge Identification Number (WDID):
· Certification date:
As of the June 5, 2023 effective date, General Order 2022-0103-DWQ serv es as the new statewide waste discharge requirements regulati
ng sanitary sewer systems.
The General Order, including all
Attachments, is enforceable by the State Water
Resources Control Board and the applicable Regional Water Quality Control Board.
As of June 5, 2023, Order 2006
-0003-DWQ is rescinded (except for enforcement
purposes) and previously-held regulatory coverag
e under Order 2006-0003-DWQ i s
terminated.
If you have any questions regarding the statewide Sanitary Sewer S ystems General Order or this Notice of Applicability, please email your questions to [email protected]
.
Sincerely,
Karen Mogus, Deputy Director
Division of Water Quality
April 18, 2023
Santa Clarita City
Santa Clarita City
23920 Valencia Boulevard
Santa Clarita, CA 91355
Amalia Marreh
Amalia Marreh
April 18, 2023
Santa Clarita City CS
4SSO10429
APPENDIX B
LIST OF STAFF RESPONSIBLE FOR
IMPLEMENTING
SPECIFIC ELEMENTS
OF THE SSMP
AND
INVENTORY OF SEWER MAINTENANCE
DISTRICTS EQUIPMENT
List of Staff Responsible for Implementing Specific Elements of the SSMP Contact Information for
Positions Responsible for SSMP
Responsible Org.
Unit
Responsible Position Name, Phone Number, Email SSMP Element Sewer
Maintenance
Division
Division Manager Andrew Ngumba
(626) 262‐2057
[email protected]
1. Introduction and Goal
2. Organization
3. Legal Authorities
9. Monitoring, Measurement and Program
Modifications
10. Internal Audit
11. Communication Program
Sewer
Maintenance
Division
Principal Civil Engineer Alex Villarma
(626) 300‐3374
[email protected]
4. Operation and Maintenance Program –
Pipelines
6. Spill Emergency Response Plan
Sewer
Maintenance
Division
Senior Civil Engineer,
Treatment Plants and Pump
Stations
Jeff Bouse
(626) 476‐6709
[email protected]
4. Operation and Maintenance Program – Pump
Stations
Design Division Manager Youn Sim
(626) 458‐7800
[email protected]
5. Design and Performance Provisions ‐ Design
Project
Management
Division III
Division Manager John Adkins
(626) 458‐3100
[email protected]
5. Design and Performance Provisions –
Construction
Environmental
Programs Division
Division Manager Emiko Thompson
(626) 458‐3500
[email protected]
7. Sewer Pipe Blockage Control Program
Sewer
Maintenance
Division
Senior Civil Engineer,
Operations & Engineering
Administration
Voltaire Llana
(626) 238‐3179
[email protected]
8. System Evaluation, Capacity Assurance and
Capital Improvements – Condition Assessment
and Prioritization of Corrective Actions
Land Development Division Manager Ciara Barnett
(626) 458‐4900
[email protected]
8. System Evaluation, Capacity Assurance and
Capital Improvements – Capacity Assurance,
County unincorporated areas
Responsible Org.
Unit
Responsible Position Name, Phone Number, Email SSMP Element Project
Management
Division III
Division Manager John Adkins
(626) 458‐3100
[email protected]
8. System Evaluation, Capacity Assurance and
Capital Improvements – Capital Improvement
Plan
Division Level Organization Names OCA No.
Division Sewer Maintenance Division-Administration 494000 Section 1 Administration and Office Support 494100
Section 1 Field Operations and Maintenance-Administration 494200 Unit 1 494210
Unit 2 494220
Unit 3 494230
Unit 4 494240
Unit 5 494250
Unit 6
Collection System-Central
Collection System-South
Collection System-North
Collection System-East
Collection System-Santa Clarita Yard
Collection System-Palos Verdes
494260
Section 2 Operations and Engineering-Administration 494300 Unit 1 Procurement, Claims and Accounts Payable 494310 Unit 2 Direct Assessment, Records Maintenance and
Accounts Receivable
494320
Unit 3 Accumulative Capital Outlay / Condition Assessment 494330 Unit 4 Sewer Plan Check and Special Proj. 494340
Unit 5 Operations Maps, Annexation Maps, and as-Built Drawings 494350 Section 3 Treatment and Pumping Operations-Administration 494400 Unit 1 East and Central pumping Operations 494410
Unit 2 South Pumping Operations 494420
Unit 3 North/West pumping and Treatment Plant Mech 494430 Unit 4 Wastewater Treatment Plant Operations-East/South 494440
SEWER MAINTENANCE DIVISION
DEPARTMENT OF PUBLIC WORKS
ORGANIZATION COST ACCOUNT STRUCTURE
:MISC/OCA No (FY 07-08).xls
B1
Run Date: 01/29/2018
Run Time: 10:26:06 AM
County of Los Angeles
Department of Public Works
DPW eCAPS Reporting System (DeRS)
DeRS Report ID: FA-O-ASSETS-1.005
Page: 46 of 57
ASSETS BY
DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO
CUSTODIAN NAME: Tim Bohannon
TAG
NUMBER
FA
NUMBER
ASSET DESC MANUFACTURER MODEL NUMBER SR NUMBER LOC
CD
LOC DESC SLOC FA
TYPE
CUSTODIAN
NAME
END USER ACQ DATE NET BOOK
VALUE
06-282 1063371 TRUCK FORD/05 F-150 XL
TRITON PICK UP
FORD F-150 1FTRX12W95NB96265 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon 05/01/2006 0.00
06-285 1063374 TRUCK FORD/06 F-150 EXT CAB
PICK UP
FORD F-150 XL TRITON 1FTRX12W06KA89575 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon 05/01/2006 0.00
06-523 E0033451 TRUCK 2014/FORD F-150
EXTENDED CAB 4X2 PICKUP
FORD F150 1FTFX1CT3EKF94483 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon ALONSO, JUAN 12/12/2014 19,031.20
06C-002 E0043655 TRUCK 2016/FORD F150 XL1/2
TON EXT CAB 4X4 PICK UP CNG
FORD F150XL 1FTEX1CF0GKF56699 L851 Los Angeles - 1129 E. 59th St 90001 (SM South Yard)
9422 E Tim Bohannon JAIME OCHOA 02/08/2016 -3,157.56
08-017 E0021670 TRUCK 2011/FORD F-250 REG
CAB PICK UP 4X2 W/LIFT GATE
FORD F250 1FTBF2A66BEB81455 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon N/A 04/22/2011 7,010.77
08-031 E0029235 TRUCK 2013/FORD F-250 REG
CAB 4X2 PICKUP
FORD F250 1FTBF2A60EEA16604 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon N/A 11/13/2013 16,221.61
08-989 1063272 TRUCK FORD/06 F-250 XL PICK
UP REG CAB
FORD F-250 1FTNF20526EB00205 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon 11/01/2005 0.00
08-999 E0003249 TRUCK FORD/08 F-250 P/U REG
CAB
FORD F-250 XL SUPER DUTY 1FTNF20518EA79799 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon 06/01/2007 0.00
09-463 E0033842 TRUCK 2014/FORD F-250 REG
CAB 4X2 UTILITY BODY
W/LIFTGATE
FORD F250 1FTBF2A64EEB27852 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon 02/11/2015 22,609.29
126-002 1056627AX TRUCK 2000 GMC SEWER JETER
W/DSF002 (ORIGINAL TAG #
21-224)
GENERAL
MOTOR CO
4700 HYDRO 1GDP7H1C1YJ503748 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon VIVES, JAMES 05/01/2001 0.00
126-006 E0015618 TRUCK 09/ INT'L DURA STAR/
SEWER (ORI. TAG # 21-283)
INTERNATIONAL DURA STAR 1HTMMAARX9H128062 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon N/A 07/28/2009 106,947.53
126C-001 E0019661 TRUCK HYDRO JET /
CAMERA/FOAMER (ORI.TAG
#21C-004)
INTERNATIONAL 4400 SBA 4X2 CNG 1HTMKAAR9AH260661 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon N/A 06/11/2010 143,859.26
Run Date: 01/29/2018
Run Time: 10:26:06 AM
County of Los Angeles
Department of Public Works
DPW eCAPS Reporting System (DeRS)
DeRS Report ID: FA-O-ASSETS-1.005
Page: 47 of 57
ASSETS BY
DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO
CUSTODIAN NAME: Tim Bohannon
TAG
NUMBER
FA
NUMBER
ASSET DESC MANUFACTURER MODEL NUMBER SR NUMBER LOC
CD
LOC DESC SLOC FA
TYPE
CUSTODIAN
NAME
END USER ACQ DATE NET BOOK
VALUE
128-005 E0020667 TRUCK 2011/FORD F-450 CREW
CAB XLT SEWER
INSP(ORI.TAG#13-464
FORD F-450 1FD9W4GY9BEA63494 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon N/A 12/21/2010 21,535.68
128-008 1058767X TRUCK GMC RODDER
(ORI.TAG#21-225)
GENERAL
MOTOR CO
C6500 1GBJ7H1C51J501456 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon GARCIA, MICHAEL 07/01/2001 0.00
128-015 E0006908 TRUCK GMC/08 C6500/RODDER
866(ORI.TAG#21-275)
GMC C6500 1GDJ6C1G18F402209 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon 01/01/2008 23,880.30
128-018 E0033042 TRUCK2015/FORD F-650 REG
CAB MODEL 877 RODDER
FORD F-650 3FRNF6HPXFV513915 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon N/A 10/14/2014 168,129.94
129-006 E0008981 TRUCK FORD/08 F-350 SEWER
INSPECTION (ORI.TAG#13-427)
FORD F-350 1FDWF36Y48EC06990 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon LEAL, ISAAC 06/01/2008 6,055.55
129-010 E0010710 TRCK FORD/06 SWR INSPCT
REG CAB UTLTY BOX BDY-ORG
TAG#13-435
FORD F350 1FDWF36YX6EC86406 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon N/A 09/22/2008 6,804.17
129-012 E0017641 TRUCK CREW CAB 2008/ FORD
F350 SWR SVC BODY(ORG TAG#
13-455)
FORD F-350 1FDWW36Y68EE41701 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon 07/07/2010 15,172.69
13-282 1058786X TRUCK GMC/2000 CONE BODY GMC TC31803 1GDKC34JXYF501390 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon GARCIA, MICHAEL 08/01/2001 0.00
13-308 1058791AX TRUCK FORD/2001 STAKEBED
W/LIFTGATE
FORD F-450 1FDXF46S01ED79854 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon GARCIA, MICHAEL 10/01/2001 0.00
13-494 E0027662 VAN 2013/FORD E-450 TV
CAMERA SEWER INSPECTION
W/I564888,...
FORD E-450 1FDXE4FS1DDA10496 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon N/A 03/26/2013 68,254.47
13-516 E0037968 TRUCK 2015/FORD F550 REG
CAB UTILITY BODY DUMP 4X2
FORD F550 1FDUF5GY4FEA64252 L851 Los Angeles - 1129 E. 59th St 90001 (SM South Yard)
9422 E Tim Bohannon 11/04/2015 60,887.26
21-188 1051528 TRUCK CHEV/94 CHEVROLET CC7H042 1GBM7H1J2RJ108893 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon GARCIA, MICHAEL 11/01/1994 0.00
Run Date: 01/29/2018
Run Time: 10:26:06 AM
County of Los Angeles
Department of Public Works
DPW eCAPS Reporting System (DeRS)
DeRS Report ID: FA-O-ASSETS-1.005
Page: 48 of 57
ASSETS BY
DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO
CUSTODIAN NAME: Tim Bohannon
TAG
NUMBER
FA
NUMBER
ASSET DESC MANUFACTURER MODEL NUMBER SR NUMBER LOC
CD
LOC DESC SLOC FA
TYPE
CUSTODIAN
NAME
END USER ACQ DATE NET BOOK
VALUE
21-320 E0041941 TRUCK 2015/FORD F650 SUPER
REG MASONARY UTE BODY W/
PW45710
S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon 10/27/2016 -6,439.87
24-110 1048548 TRUCK DUMP 93 INTERNATIONAL 2554 1HTGBN2N4PH473638 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon GARCIA, MICHAEL 12/01/1992 0.00
27C-012 E0042940 TRUCK 2017/FREIGHTLINER
114SD REG CAB 10 YD DMP
BODY CNG
FREIGHTLINER 114SD 1FVHG3D95HHHP9862 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon 03/17/2017 -15,066.31
41-141 E0004225 COMPRESSOR INGERSOLL RAND
P185R
INGERSOLL
RAND
P185R 4FVCABCA17U383298 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon 06/01/2007 5,673.69
69-063 1058806X LOADER CASE/2001 BACKHOE
WHEEL 4X4
CASE 580M TURBO JJG0308747 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon GARCIA, MICHAEL 12/01/2001 2,317.69 88-712 1059021 PUMP PIONEER/02
WATER/TRASH TRLRMTD
PIONEER TPP66S20 2321P S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon GARCIA, MICHAEL 02/01/2003 17,288.74 98-087 1054099X FORKLIFT 97 HYSTER 4000 LB
CAP
HYSTER H40XM D001H03803U S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon GARCIA, MICHAEL 11/01/1997 0.00
DAB031 01 P0006568 ARROWBOARD STARLITE
TRAF/CONTRL TRLRMTD
STARLITE 1S9A51018ML358771 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 09/01/1992 3,734.62 DBW072 01 P0006577 BLOWER SUPER VAC P244C
PORT
SUPER VA P244C 914080 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 08/01/1991 2,197.58 DGP709 01 P0006614 GENERATOR ONAN ELEC PORT
6.5KW
ONAN PRO600E PORT GH400550775 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon CHILDRESS, MART 03/01/1992 2,053.25 DMC270 01 P0006643 MIXER CONCRTE WHITEMAN WHITEMAN PC23100 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 06/01/1992 2,978.36 DSF002 01 1008113 SPRAYER / FOAMAKER MTD ON
21-224
VAPOROOTR D30 8200019 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon GARCIA, MICHAEL 10/01/1992 0.00
Run Date: 01/29/2018
Run Time: 10:26:06 AM
County of Los Angeles
Department of Public Works
DPW eCAPS Reporting System (DeRS)
DeRS Report ID: FA-O-ASSETS-1.005
Page: 49 of 57
ASSETS BY
DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO
CUSTODIAN NAME: Tim Bohannon
TAG
NUMBER
FA
NUMBER
ASSET DESC MANUFACTURER MODEL NUMBER SR NUMBER LOC
CD
LOC DESC SLOC FA
TYPE
CUSTODIAN
NAME
END USER ACQ DATE NET BOOK
VALUE
DSM067 01 P0006654 STEM CLEANER 41293 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 03/01/1993 3,220.44 I465016 01 P0007132 PUMP-M#QP40TA 1869 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 02/01/1989 1,889.04 I465041 01 P0007135 DUSTER ROACH 143CSBG-20 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 02/01/1990 3,650.67 I465338 01 P0007166 WELDER LINCOLN 993U192110 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 01/01/1993 2,605.69 I543869 01 P0007736 DYNA HOST TRIPOD SYS
F/CONFINED SPACE
PACIFIC SAFETY
E
506213 DH0216A S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 04/01/1992 2,085.84 I543879 01 P0007744 SELF RETRACTABLE LIFELINE
HOIST SYS
PACIFC SAFETY
EQ
DYNEVAC 506218 V11655M S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 04/01/1992 2,085.84 I543880 01 P0007745 DYNA HOST TRIPOD SYS
F/CONFINED SPACE
PACIFIC SAFETY
E
506213 DH0211A S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 04/01/1992 2,085.84 I543881 01 P0007746 DYNA HOST TRIPOD SYS
F/CONFINED SPACE
PACIFIC SAFETY
E
506213 DH0222A S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 04/01/1992 2,085.84 I543882 01 P0007747 DYNA HOST TRIPOD SYS
F/CONFINED SPACE
PACIFIC SAFETY
E
506213 DH0215A S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 04/01/1992 2,085.84 I543884 01 P0007748 DYNA HOST TRIPOD SYS
F/CONFINED SPACE
PACIFIC SAFETY
E
506213 DH0203A S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 04/01/1992 2,085.84 I543886 01 P0007749 SELF RETRACTABLE LIFELINE 911469 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 04/01/1992 2,085.84 I543903 01 P0007765 DYNA HOST TRIPOD SYS
F/CONFINED SPACE
PACIFIC SAFETY
E
506213 H0219 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon RUECKERT KARL 04/01/1992 2,085.84
Run Date: 01/29/2018
Run Time: 10:26:06 AM
County of Los Angeles
Department of Public Works
DPW eCAPS Reporting System (DeRS)
DeRS Report ID: FA-O-ASSETS-1.005
Page: 50 of 57
ASSETS BY
DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO
CUSTODIAN NAME: Tim Bohannon
TAG
NUMBER
FA
NUMBER
ASSET DESC MANUFACTURER MODEL NUMBER SR NUMBER LOC
CD
LOC DESC SLOC FA
TYPE
CUSTODIAN
NAME
END USER ACQ DATE NET BOOK
VALUE
I547627 01 P0007795 SELF RETRACTABLE LIFELINE 911612 / V11612M S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 04/01/1992 2,085.83 I547637 01 P0007799 SELF RETRACTABLE LIFELINE 911613 / V11613M S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon RUECKERT KARL 04/01/1992 2,085.84
I562329 01 1051152 SPRAYER DUST 10HGK32 0893D01 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon GARCIA, MICHAEL 02/01/1994 0.00
I562494 01 P0007944 WINCH ASSEMBLY CUES
W/D13237
CUES 2235 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon RAMIREZ, RICHAR 01/01/1995 4,800.44 I562496 01 1051550B CAMERA RVC II CUES W/D13237 CUES RVC II 4375 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon RAMIREZ, RICHAR 01/01/1995 0.00
I563218 01 1054193A CUTTER ROOT LUMBERJACK LUMBERJACK S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon RAMIREZ, RICHAR 03/01/1999 915.56
I563456 01 1058926A CAMERA TV CUES W/13-237 CUES 1052-00150-0402 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon GARCIA, MICHAEL 06/01/2002 0.00
I563457 01 1058926B CAMERA TRANSPORTER CUES
W/13-237
CUES MC400 REVD 4527 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon GARCIA, MICHAEL 06/01/2002 0.00
I563893 01 E0002988 SWEEPER TENNANT/06 W/TRL
I563895 01
TENNANT
COMPANY
6650 XP 665010862 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon 11/01/2006 1,251.68
I563895 01 E0002990 TRAILER ZIEMAN/06 1150
W/I563893 01
ZIEMAN MFG
CO.
102-1150-E 1ZCT20E226ZP27149 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon 11/01/2006 406.92
I564484 01 E0019685 TRAILER 2010 TWAMCO
TC040LB-PT BACKHOE TRAILER
(TU-207)
TWAMCO TC040LB-PT 1T9PL3220A1473016 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon N/A 08/11/2010 5,957.20
I564618 01 E0022436 CUTTER MULTI-PURPOSE
LUMBERJACK 300 SERIES
NOZZTEQ 300 SERIES 11685 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon 06/28/2011 7,970.58
Run Date: 01/29/2018
Run Time: 10:26:06 AM
County of Los Angeles
Department of Public Works
DPW eCAPS Reporting System (DeRS)
DeRS Report ID: FA-O-ASSETS-1.005
Page: 51 of 57
ASSETS BY
DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO
CUSTODIAN NAME: Tim Bohannon
TAG
NUMBER
FA
NUMBER
ASSET DESC MANUFACTURER MODEL NUMBER SR NUMBER LOC
CD
LOC DESC SLOC FA
TYPE
CUSTODIAN
NAME
END USER ACQ DATE NET BOOK
VALUE
I564888 01 E0027664 GENERATOR ONAN M#7HGJAD
W/13-494 COMPARTMENT
ONAN 7HGJAD G120363759 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon N/A 03/26/2013 4,348.16
I564889 01 E0027665 CAMERA TRANSPORTER BRASS
COMPACT PIPE RANGER
W/13-494
CUES CPR 12101902 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon W/13-494 03/26/2013 10,086.49
I564890 01 E0027667 CAMERA OZ III COLOR SEWER
INSPECTION W/13-494
CUES MZ300-2D 12110604 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon W/13-494 03/26/2013 16,529.63
I564891 01 E0027669 LIFT ELECRTIC CAMERA FOR
CPR W/13-494
CUES CPR 12100304 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon W/13-494 03/26/2013 3,952.86
I564892 01 E0027670 CAMERA TRANSPORTER WTR
COMPACT WHEELED W/13-494
CUES TX361 12110202 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon W/13-494 03/26/2013 7,028.05
I564893 01 E0027671 CAMERA OZ III COLOR SEWER
INSPECTION W/13-494
CUES MZ300-2D 12110603 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon W/13-494 03/26/2013 16,529.63
I564894 01 E0027672 COMPUTER CUES GXP
WINDOWS 7 RACK MTD
W/13-494
CUES GXP WS501659 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon W/13-494 03/26/2013 11,590.59
I564895 01 E0027673 COMPUTER K2 SUMMIT PCU
W/13-494
SUMMIT PCU 12101605 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon W/13-494 03/26/2013 4,853.97
I564896 01 E0027674 COMPUTER K2 SUMMIT CCU
W/13-494
SUMMIT CCU 12110803 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon N/A 03/26/2013 4,642.95
I565362 01 E0043510 CUES MARK 3 VIDEO CABLE
REEL 1000 FT. W/ 126C-003
CUES MARK3 17011303 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon 04/24/2017 -1,219.48
I565363 01 E0043511 CUES PCU MARK 3/DISPLAY
CASE W/126C-003
CUES MARK3 17020102 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon 04/24/2017 -1,262.60
I565382 01 E0043513 CUES TRANSPORTER ASSY. M/C
TRACK WTRIII W/126C-003
CUES WTRIII 17020601 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon 04/24/2017 -584.32
Run Date: 01/29/2018
Run Time: 10:26:06 AM
County of Los Angeles
Department of Public Works
DPW eCAPS Reporting System (DeRS)
DeRS Report ID: FA-O-ASSETS-1.005
Page: 52 of 57
ASSETS BY
DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO
CUSTODIAN NAME: Tim Bohannon
TAG
NUMBER
FA
NUMBER
ASSET DESC MANUFACTURER MODEL NUMBER SR NUMBER LOC
CD
LOC DESC SLOC FA
TYPE
CUSTODIAN
NAME
END USER ACQ DATE NET BOOK
VALUE
I565383 01 E0043514 CUES CAMERA ASSY. M/C OZIII
W/126C-003
CUES OZIII 17011804 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 E Tim Bohannon 04/24/2017 -1,264.95
PW15354 P0009674 BREATHG APPARATUS SCOTT
SCBA S
TC13F401 99100115 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 03/01/1999 1,145.73 PW15356 P0009676 BREATHG APPARATUS SCOTT
SCBA S
TC13F401 99100118 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 03/01/1999 1,145.73 PW20813 P0013303 GENERATOR ONAN 93 / GP728 ONAN 1110740 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 05/01/2002 1.00
PW20814 P0013304 CONCRETE SAW 98 TARGET
14" / CS071
TARGET PACIVBKM 224415 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 05/01/2002 1.00
PW20815 P0013305 WELDER MILLER 2 FIFTY TWIN /
I225113
MILLER 2 FIFTY TWIN 72-623643 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 05/01/2002 1.00
PW20868 P0013350 TV/VCR COMBO PANASONIC PANASONIC HI FI STEREO EOAA10928 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 05/01/2002 1.00
PW20869 P0013351 TELEVISION ZENITH ZENITH 62244460053 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 05/01/2002 1.00
PW20870 P0013352 VCR GO VIDEO DOUBLE DECK GO VIDEO 644406050554 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 05/01/2002 1.00
PW20872 P0013354 SEWER CLEANING MACHINE
ELECT/EEL
ELECTRIC EEL 2377A S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 06/01/2002 1.00
PW20873 P0013355 VACUUM YARD PARKER
SCAVENGER
PARKER SV89301CSP 966B0091 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 05/01/2002 1.00
PW20874 P0013356 WASHER MACHINE MAYTAG MAYTAG 31276590YY S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 05/01/2002 1.00
Run Date: 01/29/2018
Run Time: 10:26:06 AM
County of Los Angeles
Department of Public Works
DPW eCAPS Reporting System (DeRS)
DeRS Report ID: FA-O-ASSETS-1.005
Page: 53 of 57
ASSETS BY
DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO
CUSTODIAN NAME: Tim Bohannon
TAG
NUMBER
FA
NUMBER
ASSET DESC MANUFACTURER MODEL NUMBER SR NUMBER LOC
CD
LOC DESC SLOC FA
TYPE
CUSTODIAN
NAME
END USER ACQ DATE NET BOOK
VALUE
PW20875 P0013357 DRYER MACHINE MAYTAG MAYTAG 31395428YY S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 05/01/2002 1.00
PW20887 P0013366 SELF RETRACTABLE ROSE MFG
GYNAVAC
ROSE DYNAVAC D11651M S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 01/01/2002 1.00
PW20888 P0013367 SELF RETRACTABLE ROSE MFG
DYNAVAC
ROSE DYNAVAC D11579M S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon 06/01/2002 1.00
PW20890 P0013369 METAL DETECTOR
UNDERGROUND PIPES GOLDAK
GOLDAK 5600 641262 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 06/01/2002 1.00
PW21010 P0013463 TRIPOD ( I547626 ) 10941 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 06/01/2002 1.00
PW21011 P0013464 TRIPOD 10966 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 06/01/2002 1.00
PW21012 P0013465 TRIPOD 10984 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 06/01/2002 1.00
PW21013 P0013466 TRIPOD 10970 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 06/01/2002 1.00
PW21014 P0013467 TRIPOD ( I547624 ) 10934 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 06/01/2002 1.00
PW22214 P0014557 SONY MAVICA MVC-FD200 SONY MAVICA MVC-FD200 382476 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 08/01/2002 540.00
PW23085 P0015409 GENERATOR HONDA 11000
WATT ( GP756 )
HONDA EB11000 3009939 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MICHAEL 06/16/2003 3,662.00 PW26116 P0017999 MONITOR 19" SAMSUNG 910MP
FLAT PANEL
SAMSUNG 910MP FLTPANEL
SILVR
MZ19HCHY701073P S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon 08/01/2005 401.63
Run Date: 01/29/2018
Run Time: 10:26:06 AM
County of Los Angeles
Department of Public Works
DPW eCAPS Reporting System (DeRS)
DeRS Report ID: FA-O-ASSETS-1.005
Page: 54 of 57
ASSETS BY
DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO
CUSTODIAN NAME: Tim Bohannon
TAG
NUMBER
FA
NUMBER
ASSET DESC MANUFACTURER MODEL NUMBER SR NUMBER LOC
CD
LOC DESC SLOC FA
TYPE
CUSTODIAN
NAME
END USER ACQ DATE NET BOOK
VALUE
PW26170 P0018052 MONITOR 19" SAMSUNG 910MP
FLAT PANEL
SAMSUNG 910MP MZ19HCHY701061D S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon 08/01/2005 405.13
PW26852 P0018725 LAPTOP DELL LATITUDE 810 DELL 810 LATITUDE 6RGN691 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon HILL, JAMIE 01/01/2006 2,098.06
PW27895 P0019836 GAS MONITOR ISC ITX MULTI
GAS
IND SCIENTIFIC ITX MULTI GAS 06020F1221 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon 04/01/2006 1,571.00
PW28416 P0027996 GAS DETECTOR MONITR ISC ITX
MULTI
IND SCIENTIFC
CO
ITX MULTI 06020F1222 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon 04/01/2006 1,571.00
PW28825 P0028293 SCANNER HP 8250 SCANJET HEWLETT
PACKARD
8250 SCANJET CN67MAO515 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon 02/01/2007 991.21
PW29544 P0029216 CAMERA CASIO DIGITAL
EXZ1050 EXILIM
CASIO EXZ1050 EXILIM
DIGTL
80013815AD S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon 08/01/2007 319.36
PW29759 P0029692 FLOW METER HACH SIGMA 910
PORT
HACH CO SIGMA 910 PORT 070800061192 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon VIVES, JAMES 09/01/2007 4,113.83
PW29951 P0029611 MONITOR DELL ULTRASHARP
1908FP
DELL ULTRASHARP 1908FP CN0DY8404663375PGDSR S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon 09/01/2007 268.86
PW30640 P0031567 GAS MONITOR INDUSTRIAL
SCIENTIFIC CORP. ITX
18104307-11014
INDUSTRIAL
SCIENTIFIC COR
ITX 18104307-11014 07060A4022 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MIKE 06/28/2007 1,371.90
PW30641 P0031568 GAS MONITOR INDUSTRIAL
SCIENTIFIC CORP. ITX
18104307-11014
INDUSTRIAL
SCIENTIFIC COR
ITX 18104307-11014 0705190005 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MIKE 06/28/2007 1,371.90
PW30643 P0031570 DOCKING STATION INDUSTRIAL
SCIENTIFIC DS2 ITX IDS
1810-5551
INDUSTRIAL
SCIENTIFIC COR
DS2 ITX IDS
1810-5551-000
070600W-048 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MIKE 06/28/2007 1,538.57
PW30644 P0031571 DOCKING STATION INDUSTRIAL
SCIENTIFIC DS2 ITX IDS
1810-5551
INDUSTRIAL
SCIENTIFIC COR
DS2 ITX IDS
1810-5551-000
070600W-042 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MIKE 06/28/2007 1,538.57
Run Date: 01/29/2018
Run Time: 10:26:06 AM
County of Los Angeles
Department of Public Works
DPW eCAPS Reporting System (DeRS)
DeRS Report ID: FA-O-ASSETS-1.005
Page: 55 of 57
ASSETS BY
DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO
CUSTODIAN NAME: Tim Bohannon
TAG
NUMBER
FA
NUMBER
ASSET DESC MANUFACTURER MODEL NUMBER SR NUMBER LOC
CD
LOC DESC SLOC FA
TYPE
CUSTODIAN
NAME
END USER ACQ DATE NET BOOK
VALUE
PW30689 P0031600 GAS MONITOR INDUSTRIAL
SCIENTIFIC CORP ITX
18104307-11014
INDUSTRIAL
SCIENTIFIC COR
ITX 18104307-11014 07060A4023 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MIKE 06/28/2007 1,371.90
PW30690 P0031601 GAS MONITOR INDUSTRIAL
SCIENTIFIC CORP ITX
18104307-11014
INDUSTRIAL
SCIENTIFIC COR
ITX 18104307-11014 07060A4033 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MIKE 06/28/2007 1,371.90
PW30692 P0031603 GAS MONITOR INDUSTRIAL
SCIENTIFIC CORP ITX
18104307-11014
INDUSTRIAL
SCIENTIFIC COR
ITX 18104307-11014 07060A4029 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MIKE 06/28/2007 1,371.90
PW30693 P0031604 GAS MONITOR INDUSTRIAL
SCIENTIFIC CORP ITX
18104307-11014
INDUSTRIAL
SCIENTIFIC COR
ITX 18104307-11014 07060A4030 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MIKE 06/28/2007 1,371.90
PW32833 P0032621 CANON POWER SHOT A2000IS CANON POWER SHOT A2000IS
8826402453 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon N/A 09/30/2009 198.24
PW33613 P0033619 MONITOR HP LA2205WG HP LA2205WG 3CW0143HGJ S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon N/A 05/18/2010 192.06
PW33903 P0034061 STORAGE SEAGATE FREE AGENT
320GB
SEAGATE FREE AGENT 320GB 2GE6MY5T S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon JIM VIVES 08/30/2010 85.41
PW33956 P0034096 DIGITAL CAMERA OLYMPUS
STYLUS 7030
OLYMPUS STYLUS 7030 J5U226371 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon JIM VIVES 09/13/2010 191.13
PW34468 P0034433 MONITOR HP LP2405WG HP LP2405WG CN40390J48 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon N/A 11/09/2010 271.08
PW36657 P0038011 HP LA2405X MONITOR HP LA2405X CN42230P3J S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon GARCIA, MIKE 08/06/2012 225.19
PW36891 P0038303 HP LA2405X MONITOR HP LA2405X CN42330N33 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon ALONSO JUAN 01/08/2013 233.19
PW38581 P0041463 HP PROBOOK 6570B LAPTOP HP PROBOOK 6570B 5CB3430D7R A223 Alhambra - 1000 S.
Fremont Ave. 91803 (Braun
4th Fl)
9432 P Tim Bohannon TIM BOHANON 11/26/2013 1,125.53
Run Date: 01/29/2018
Run Time: 10:26:06 AM
County of Los Angeles
Department of Public Works
DPW eCAPS Reporting System (DeRS)
DeRS Report ID: FA-O-ASSETS-1.005
Page: 56 of 57
ASSETS BY
DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO
CUSTODIAN NAME: Tim Bohannon
TAG
NUMBER
FA
NUMBER
ASSET DESC MANUFACTURER MODEL NUMBER SR NUMBER LOC
CD
LOC DESC SLOC FA
TYPE
CUSTODIAN
NAME
END USER ACQ DATE NET BOOK
VALUE
PW41075 P0039491 HP ELITE 6300 PRO COMPUTER HP ELITE 6300 PRO MXL3071NGW S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon JUAN ALANZO 03/28/2013 664.64
PW41252 P0039888 VIEWSONIC VS14565-1M HDMI
19" MONITOR W/13-494
VIEWSONIC VS14565-1M T15121800707 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon W/13-494 03/26/2013 715.03
PW41253 P0039889 VIEWSONIC VS14565-1M HDMI
19" MONITOR W/13-494
VIEWSONIC VS14565-1M T15121800933 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon W/13-494 03/26/2013 715.03
PW41254 P0039890 VIEWSONIC VS14565-1M HDMI
19" MONITOR W/13-494
VIEWSONIC VS14565-1M T15121801205 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon W/13-494 03/26/2013 715.03
PW41513 P0040332 HP ELITE 6300 PRO COMPUTER HP ELITE 6300 PRO MXL3161ZBR S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon FRANK BENSON 05/22/2013 664.64
PW41514 P0040333 HP ELITE 6300 PRO COMPUTER HP ELITE 6300 PRO MXL3161Z7K S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon MIKE GARCIA 05/22/2013 664.64
PW41660 P0039891 PROTOTEK LF 2000 DIGITAL
LOCATOR TO USE WITH SONDE
W/13-494
PROTOTEK LF2000 122344 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon W/13-494 03/26/2013 1,956.54
PW42674 P0043646 HP 2405X - 24 INCH HP LA2405X CN4452023Q S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon N/A 04/07/2015 250.78
PW42756 P0043803 HP PRODESK 600G1 - BUSINESS
DESKTOP
HP 600 GI MXL5170J21 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon N/A 05/18/2015 607.02
PW42757 P0043819 HP PRODESK 600 - BUSINESS
ALL-IN-ONE
HP 600 AOI MXL51925CM S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon N/A 05/18/2015 858.87
PW44062 P0045115 HARRIS RADIO XG-75 HARRIS XG-75 A40205005000 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon N/A 10/01/2015 2,800.00
PW44063 P0045116 HARRIS RADIO XG-75 HARRIS XG-75 A40205004FFF S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon N/A 10/01/2015 2,800.00
Run Date: 01/29/2018
Run Time: 10:26:06 AM
County of Los Angeles
Department of Public Works
DPW eCAPS Reporting System (DeRS)
DeRS Report ID: FA-O-ASSETS-1.005
Page: 57 of 57
ASSETS BY
DIVISION: 49400 Sewer Maintenance Division - Administration CUSTODIAN: PWTBOHANNO
CUSTODIAN NAME: Tim Bohannon
TAG
NUMBER
FA
NUMBER
ASSET DESC MANUFACTURER MODEL NUMBER SR NUMBER LOC
CD
LOC DESC SLOC FA
TYPE
CUSTODIAN
NAME
END USER ACQ DATE NET BOOK
VALUE
PW44064 P0045117 HARRIS RADIO XG-75 HARRIS XG-75 A4020500503F S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon N/A 10/01/2015 2,800.00
PW44065 P0045118 HARRIS RADIO XG-75 HARRIS XG-75 A40205004F70 S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon N/A 10/01/2015 2,800.00
PW44439 P0045918 HP E242 - 24 INCH HP E242 CN46090PKV S400 Sta Fe Springs - 12015 Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon JENNIFER E. GARCIA 04/15/2016 225.71 PW44992 P0046583 HP PRODESK 400 G1 - BUSINESS
DESKTOP
HP 400G1 MXL61523R3 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon N/A 04/14/2016 581.52
PW44998 P0046589 HP PRODESK 400 G1 - BUSINESS
DESKTOP
HP 400G1 MXL61526FL S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon N/A 04/14/2016 581.52
PW45710 P0047151 HAMMER INGERSOLL RAND
MX90-STD 14W0830 W/21-320
INGERSOLL
RAND
MX90-STD 14W0830 S400 Sta Fe Springs - 12015
Shoemaker 90670 (SM Ctr
Yd)
9421 P Tim Bohannon 10/27/2016
PW9104 P0021660 CABLETRON SEHI-24 SEHI-24 1094610008 A600 Arcadia - 125 S. Baldwin Ave. 91007 (BS San Gabriel
Valley)
8581 P Tim Bohannon FRANK BENSON 03/01/1996 2,364.00
TOTAL FOR CUSTODIAN: PWTBOHANNO 881,584.38
Summary TOTAL RECORD COUNT: 713
APPENDIX C
LOCATION MAP FOR
SEWER MAINTENANCE DISTRICTS
YARDS AND PUMP STATIONS
AND
CITY OF SANTA CLARITA
SEWER FACILITIES
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5 3
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2 Los Angeles County
Department of Public Works
Sewer Maintenance Districts
Sewer
Maintenance
Facilities
O
Legend
# SMD_Maintenance_Yards
!R SMD Water Reclamation Plants
" SMD Pump Stations
County Supervisorial Districts
Cities
Sewer Maintenance Service Area
By Yard:
North Yard
South Yard
East Yard
Central Yard
0 4 8 12 162
Miles
North Yard
45712 North Division Street
Lancaster, CA 93534
661-942-6042
Esst Yard
2849 South Myrtle Avenue
Inwindale, CA 91707
626-446-5227
Lake Hughes WRP
17201 Elizabeth Lake Road
Lake Hughes, CA 93532
661-724-9087
Santa Clarita Sub Yard
21014 Golden Triangle Road
Saugus, CA 91350
661-225-0672
Central Yard
12015 Shoemaker Avenue
Santa Fe Springs, CA 90670
562-941-7011
Malibu Mesa WRP
3863 Malibu Country Road
Malibu, CA 90265
310-456-1470
Lawndale Sub Yard
4055 W Marine Avenue
Lawndale, CA 90260
310-679-2550
South Yard
1129 East 59th Street
Los Angeles, CA 90001
323-233-3330
Trancas WRP
6338 Paseo Canyon Drive
Malibu, CA 90265
310-457-6069
Malibu WRP
3620 Vista Pacifica Street
Malibu, CA 90265
310-456-3436
file: C\Myfiles\people\Nick\Facilities1117_20120328 - by jt C1
APPENDIX D
SSMP AUDIT REPORT
City of Santa Clarita
Public Works Department
SEWERSYSTEM
MANAGEMENT
PLAN
AUDITREPORT
October 2024
I. Executive Summary
The City of Santa Clarita’s En gineering Services Di vision conducted an internal audit of the Sewer System Management Plan (SSMP) in October 2024. The purpose of the audit was to evaluate the effectiveness of the SSMP and to determine the City's compliance with SSMP requirements.
The audit was conducted by a team consisting of a Senior Engineer and Assistant City Engineer.
The task of the audit team was to determine compliance with the 11 Elements of the SSMP, to evaluate whether the measures outlined in the SSMP were implemented, to identify any deficiencies in the SSMP, to note any corrective ac tions taken and/or that need to be taken, and to emphasize areas in which the division was su ccessful in effectively achieving goals. The team used an audit checklist based on the General Waste Discharge Requirements and specific to the City's sewer system to conduct the audit. The City is one of the contract City’s that utilizes the County of Los Angeles Consolidated Sewe r maintenance District (CSMD) for field operations and maintenance functions. CMSD conducts its own internal audit as well as it relates to the Operation and Maintenance Program, Sp ill Emergency Response Plan and Sewer Pipe Blockage Control Program Plan.
II. SSMP Program Completed Audit
Checklist
1. Goals Provide and maintain
wastewater system that
efficiently meets the needs of
all segments of the service
area
y y Wastewater system continues to meet
the needs of all segments of the City
service.
Operate the system in
compliance with all
regulatory requirements to
protect the quality of water
resources and the quality of
the environment
y y The City in coordination with the County
of Los Angeles Consolidated Sewer
Maintenance District (CSMD) strives to
operate in compliance with all regulatory
requirements.
Im plement a proactive system
for completing maintenance
and repair of the system in
order to provide reliable
service now and into the future
y y The Los Angeles County CSMD
implements a 5-year CIP program with
prioritized repairs to improve the
reliability of the City’s system.
Continue the wastewater
division employee
development program to
improve qualifications and
performance, and to assure
all operations are performed
in a safe manner to avoid
personal injury and property
damage
y y Training of employees remains a priority
within the City as well as CSMD.
SSMP Completed Audit Checklist & Action Items
2. Organization Designate LRO y y Assistant City Engineer has been designated as the LRO.
ACTION: Designate Public Works
Director as backup LRO.
Nam es and phone numbers
for key management
personnel
y y Required information is included in
SSMP.
ACTION: Update names and/or positions
for key management personnel as staff
changes occurs.
Names and phone numbers
for key administrative
personnel
y y Required information is included in
SSMP.
ACTION: Update names and/or positions
for key administrative personnel;
coordination with County CSMD.
Nam es and phone numbers
for key maintenance
personnel
y y Required information is included in
SSMP.
ACTION: Update names and/or positions
for key maintenance personnel in
coordination with County CSMD.
C hain of communication for
reporting SSOs
y y Required information is included in
SSMP.
ACTION: Update as staff names and
contact information changes in
coordination with County CSMD.
3. Legal Authority Preventillicit discharges to
sanitary sewer system
y y Addressed by City Unified Development
Code.
ACTION: Add links to access
documents on City website including
links to Los Angeles County Plumbing
Codes.
R equire sewers and
connections be properly
designed and constructed
y y Addressed by City Municipal Code.
ACTION: Include Code references in
Legal Authority Checklist; add links to
access documents on City website
SSMP Completed Audit Checklist & Action Items
Ensure access for inspection,
maintenance, and repairs
(includes public portion of
lateral)
y y Addressed by City Municipal Code.
ACTION: Include Code references in
Legal Authority Checklist; add links to
access documents on City website
Limit discharge of FOGand
debris that may cause
blockages
y y Addressed by City Municipal Code.
ACTION: Include Code references in
Legal Authority Checklist; add links to
access documents on City website
Require the installation of
grease removal devices
y y Addressed by City Municipal Code.
ACTION: Include Code references in
Legal Authority Checklist; add links to
access documents on City website
Abilitytoinspect FOG
producing facilities
y y Provided through City Municipal Code
and inspection implemented by City
Environmental Services division
ACTION: Include City’s responsible
division to implement routine inspection in
Legal Authority Checklist; add links to
access documents on City website
Enforce violations of the
City's sewer ordinances
y y Addressed by City Municipal Code. Link to
access code is also available on City’s
website.
4. Operations &
Maintenance
Program
Maintain up-to-date maps of
the sanitary sewer system
y y Up-to-date GIS Sanitary Sewer system
maps are maintained and available upon
request and also on the City’s website.
Also a link to the County CSMD
Interactive sewer network map is
available on City website
Describe routine preventative
maintenance program
y y Routine preventative maintenance
program is performed by CSMD.
SSMP Completed Audit Checklist & Action Items
Document completed
preventive maintenance using
system such as work orders
y y The City’s Resident Service Request
(RSC) database system is used to
generate work orders to CSMD,
document work completed, and to
provide various reports.
Provi de regular technical
training for City staff
overseeing the management of
the City’s SSMP
y y Staff attends seminars and information
sessions as provided by the Los
Angeles County CSMD.
5. Design &
Performance
Provisions
Design and construction
standards for new sewer
system facilities
y y Standard Specifications and Standard
Drawings for new systems are provided
for developers and their engineers as
part of the review of sewer plans and
permitting process.
ACTION: Revise section to briefly
describe documents and include
references to specific pages/sections
that address the requirement(s) such
APWA design standards and
Greenbook Specifications; Add links
foraccessing documents on City
website.
5. Design &
Performance
Provisions
Procedures for the inspection
and acceptance of new sewer
system facilities
y y Standard Specifications and Standard
Drawings for both new facilities and
repair/rehab of existing facilities include
testing methods and standards to assure
system facilities are constructed
properly.
ACTION: Revise section to briefly
describe documents and include
references to specific pages/sections that
address the requirement(s); Add links for
accessing documents on City website.
5. Design &
Performance
Provisions
Procedures for the inspection
and acceptance of new sewer
system facilities
y y Standard Specifications and Standard
Drawings for both new facilities and
repair/rehab of existing facilities include
testing methods and standards to assure
system facilities are constructed
properly.
ACTION: Revise section to briefly
describe documents and include
references to specific pages/sections that
address the requirement(s); Add links
for accessing documents on City website.
5. Design &
Performance
Provisions
Procedures for the inspection
and acceptance of repaired
and rehabilitated sewer
system facilities
y y Standard Specifications and Standard
Drawings for both new facilities and
repair/rehab of existing facilities include
testing methods and standards to assure
system facilities are constructed
properly.
ACTION: Revise section to briefly
describe documents and include
references to specific pages/sections that
address the requirement(s); Add links
for accessing documents on City website.
6. Overflow
Emergency
Response Plan
Procedures for the
notification of primary
responders
y y Procedures in place as reference to CSMD.
Procedures for the y y Procedures in place.
notification of regulatory
agencies.
Program to ensure y y Response procedure documented in
appropriate response to all Sanitary System Overflow Response SSOs Plan prepared by CSMD.
Pr oper reporting of all SSOs y y SSO reporting procedure documented in Sanitary System Overflow Response
Plan as prepared by CSMD and shared
with City regularly.
Procedu re to ensure city staff y y Procedures are in place to assure that are aware of and follow the staff follows plan; documented in Sewer Overflow Response Sanitary System Overflow Response Plan Plan.
ACTI ON: Regularly check with CSMD to
check for updates to their
SSMP Completed Audit Checklist & Action Items
Procedure to ensure
contractor personnel are
trained in the Sewer Overflow
Response Plan procedures
y y This requirement should be included in
all Public Works Contracts and
coordinated with CSMD.
ACTION: Add appropriate language to
all construction contracts & provide
training at pre-construction meeting.
Procedure s to address
emergency operations such as
traffic and crowd control
y y The SSMP provides names and contact
information for assistance with
emergency traffic control.
ACTION: Expand information available
on emergency traffic control and crowd
control.
Program to prevent the
discharge of sewage to
surface waters
y y Spill Response Procedures in the Sewer
System Overflow Response Plan focus on
containing the overflow as soon as
possible to prevent sewage from
reaching surface waters.
Program to minimize or
correct the impacts of SSOs
that occur
y y Spill Response Procedures in the Sewer
System Overflow Response Plan include
restoring any area affected by the
sewage spill.
7. Sewer Pipe
Blockage Control
Pr
ogram
Conduct public outreach y y City website includes information to public on BMPs
ACTION: Continue reaching out to
County CSMD to look into implementing
their practices as well for public outreach
8. System Identification of elements of y y There were no SSOs caused by hydraulic Evaluation & the sewer system that deficiencies fro m 2021-2024.
Capacity experience or contribute to
Assurance Plan SSOs caused by hydraulic
deficiencies
Estab lish design criteria that
provides adequate capacity
y y Existing design criteria provides
adequate capacity.
SSMP Completed Audit Checklist & Action Items
9. Monitoring, Maintain relevant y y The City of Santa Clarita SSMP uses Measurement, & information to establish, performance indicators to provide Program evaluate, and prioritize SSMP information to allow fo r evaluation an d Modifications activities prioritization of SSMP activities.
ACTION: Review current performance
measures and revise list to allow for data
necessary to evaluate and prioritize
SSMP activities.
Monitor implementation of
SSMP
y y The SSMP performance indicators are
also used to monitor the implementation
of the SSMP elements.
Identify and illustrate SSO
trends
y y This section provides charts/graphs to
illustrate trends/progress based on
information collected.
ACTION: Update section using data
collected from 2022-2024.
SSMP Completed Audit Checklist & Action Items
10. SSMP
Pro
gram Audits
Conduct program audit every
two years
N y Formal program audits were not
conducted every two years as required
due to recent staff changes and
reorganization. However, completion of
this audit document will be a complete
review all years since the approval of the
SSMP by the City Council in March
2015.
ACTION: Future program audits will be
conducted according to requirements of
the 2022 General Waste Discharge
Order.
Record the results of the audit
in a report
y y Results of this audit will be documented
in an audit report.
Record the changes made
and/or corrective actions
taken
y y Changes made to the SSMP will be
recorded in a "Change Log" and included
as an appendix to the SSMP.
11. Communications
Program
Communicate with the public
regarding the performance of
the SSMP
y y The 6-year re-certification process
allows an opportunity for public input on
the implementation of the SSMP during
City Council review. In addition, the
SSMP and associated documents are
posted on the City website for public
access.
Report Certified by:
PE
Insert pdf of 2/17/23 Audit r eport
Name: Amalia
Marreh,
APPENDIX E
NOT USED
APPENDIX F
CONDITION ASSESSMENT
REPORT
FOR
CITY OF SANTA CLARITA
COUNTY OF LOS ANGELES
DEPARTMENT OF PUBLIC WORKS
"To Enrich Lives Through Effective and Caring Service"
M ARK PESTRELI.A, Director
August 7, 2018
Mr. Robert Newman
Director of Public Works
City of Santa Clarita
23920 Valencia Boulevard, Suite 300
Santa Ciarita, CA 91355-2196
Attention Ms. Carrie Lujan
Dear Robert:
CONSOLIDATED SEWER MAINTENANCE DISTRICT
CONDITION ASSESSMENT PROGRAM REPORT
PROJECT NOS. YOTV1314A1 AND YOTV1415A
IN REPLY PLEASE
REFER TO FILE- SM-1
This letter is to inform you that the County of Los Angeles Department of Public WorksConsolidated Sewer Maintenance District has completed its condition assessment of theCity of Santa Clarita's sewer system.
The enclosed Condition Assessment Reports for Project Nos. YOTV1314A1 andYOTV1415A provides details regarding the maintenance and structural condition of yoursewer mainlines. Please note that the report for Project No. YOTV0910D, for the balanceof your system, was transmitted to your City on November 19, 2013. The informationcontained in all three reports should be included in your agency's Sewer SystemManagement Plan as a reference in Chapter 8, System Evaluation and CapacityAssurance Plan.
The segments with critical maintenance issues have been cleaned and, whereappropriate, incorporated into our enhanced maintenance cleaning schedule forcontinued monitoring. In addition, segments with severe structural defects have eitherbeen repaired or will be scheduled for corrective action as part of the ongoingAccumulative Capital Outlay Program. 9(~ SOUTH PREMONT AVENUE
ALHAMBRA. CALIFORNIA 91803-1331
Telephone: (626) 458-5100
h[tp://dpw.lacounty.gov ADDRESS ALL CORRESPONDENCE TO:
P.O. BOa 1460
ALHAMBRA, CALIFORNIA 91802-1460
Mr. Robert Newman
August 7, 2018
If you have any questions regarding this report or the Condition Assessment Program, please contact Ms. Kari Eskridge, Sewer Maintenance Division, at (626) 300-3390, Monday through Thursday, 7 a.m. to 5 p.m., or at [email protected].
Very truly yours,
MARK PESTRELLA
Direct r of Public Works
W ILLIAM J. WINTER
Assistant Deputy Director
Sewer Maintenance Division
CK:Ib
H:\SMHOME\LBOBADILLA\2018\LETTERS &MEMOS\1077.DOCX
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CONDITION ASSESSMENT REPORT
COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
CONSOLIDATED SEWER MAINTENANCE DISTRICT
100% SUMMARY
SUP. 5 MAP 1216, 1255, 1256, 1257,1293, 1294,
DISTRICTS) PAGE(S): 1295, 1296,1297,1298,1331, 1332,
1333, 1334, 1335, 1336,1337, 1372,
1373, 1374,1375,1416,1417,1418,
1460, 1461, 1511, 1512,1513
Report By: Clement Khong Report Date: 8/7/2018
INTRODUCTION
As part of the Sewer Condition Assessment Program, the County of Los Angeles Department of Public Works Consolidated Sewer Maintenance District (District) has completed the closed-circuit television inspection of 2,219,586 feet or 100 percent of the City of Santa Clarita's (City) sewer system.
The closed-circuit television inspection of the City was completed in three projects (Project Nos. YOTV0910D, YOTV1314A1, and YOTV1415A). A copy of the Condition Assessment Report for Project No. YOTV0910D can be found in the District's website at http://dpw.lacounty.gov/smd/ccty/city/. Enclosed for your reference are Condition Assessment Reports for Project Nos. YOTV1314A1 and YOTV1415A.
SUMMARY MAINTENANCE REPORT
Our inspection revealed that approximately 86.2 percent of the system televised was free of significant blockages or restrictions that would impede sewer flows. However, the remaining 13.8 percent of the inspected pipe segments within the City had a Pipeline Assessment and Certification Program (PACP) maintenance grade of 3, 4, or 5 as indicated in the Quick Maintenance Rating Table shown below. These segments have been addressed with corrective action taken as noted in the enclosed reports.
QUICK MAINTENANCE RATING TABLE
DEFECT PIPE LENGTH PERCENT TOTAL NO. OF
GRADE (FT) INSPECTED PIPE SEGMENTSLENGTH
1: Minor 1,284,590 57.9 6,117
2: Minor to Moderate 628,542 28.3 3,075
3: Moi~~rate 147,183 6.6 642
4: Significant 134,441 6.1 558
5: Most Significant 24,830 1.1 112
TOTAL 2,219,586 100.0 10,504
SUMMARY STRUCTURAL REPORT
Our inspection revealed that approximately 95.7 percent of the inspected pipe segments within the City were free of significant structural defects. However, the remaining
4.3 percent of the inspected pipe segments had a PACP structural grade of 4 or 5 as indicated in the Quick Structural Rating Table shown below. The priority lists for these items are located in the enclosed reports.
QUICK STRUCTURAL RATING TABLE
DEFECT PIPE PERCENT TOTAL NO. OF
GRADE LENGTH (FT) INSPECTED PIPE SEGMENTSLENGTH
1: Minor 1,650,893 74.4 7,988
2: Minor to Moderate 352,929 15.9 1,591
3: Moderate 120,304 5.4 511
4: Significant 71,864 3.2 303
5: Most Significant 23,596 1.1 111
TOTAL 2,219,586 100.0 10,504
CONDITION ASSESSMENT REPORT
COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
CONSOLIDATED SEWER MAINTENANCE DISTRICT
PROJECT NAME: YOTV1314A1 PROJECT MGR: Hanna Kebede
PROJECT DATE: 5/28/14 CONTACT NO: (626) 300-4686
SUP. DISTRICT(s): 5 MAP PAGE(S): 1255, 1257,1293,1294,
1295, 1296, 1297, 1331,
1332, 1333,1334,1335,
1336, 1372, 1373,1374,
1375, 1416,1417,1459,
1460, 1461,1511, 1512,
1513
Report By: Clement Khong Report Date: 8/7/18
INTRODUCTION
The District conducted a condition assessment of 1,024,697 feet or 46.1 percent of the City's entire sewer system as part of Project No. YOTV1314A1.
The enclosed Condition Assessment Report outlines the structural and maintenance ratings of your system based on the PACP's (Version 6.0.1) rating methodology.
Included in the report are the following:
• Project Overview Map (Enclosure 1)
• Quick Maintenance Rating Map, High Water Levels List and Map, Infiltration List and Map, and Sample Lateral Notice Letter (Enclosure 2) • Quick Structural Rating Report Priority List and Quick Structural Rating Priority Map (Enclosure 3)
The Sewer Condition Assessment Program utilizes the PACP Quick Rating methodology to rank the structural and maintenance condition of your system based on industry standards.
PROJECT AREA AND DESCRIPTION
Project No. YOTV1314A1 included sewer lines located in the unincorporated County of Los Angeles and the City of Santa Clarita. Enclosed for your reference is an overview map of the project area within your City (Enclosure 1).
DEFECT GRADE DESCRIPTION
The Quick Rating indicates the number of occurrences for the highest severity grade for each pipe segment for either maintenance or structural defects. A grade of 1 indicates that a pipe segment is in excellent condition with minor defects while a grade of 5 indicates that a pipe segment may require immediate attention. A legend of the five possible defect grades is as follows:
Grade Defect Grade Descri tion
1: MINOR
2: MINOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT
MAINTENANCE REPORT
Our inspection revealed that approximately 87.2 percent of the system televised in your City as part of Project No. YOTV1314A1 was free of significant blockages or restrictions that would impede sewer flows. However, the remaining 12.8 percent of the pipe segments within the City had a PACP maintenance grade of 3, 4, or 5 as indicated in the Quick Maintenance Rating Table shown below. These segments have been incorporated into our routine cleaning schedule with corrective action taken.
A color-coded map showing the quick maintenance rating for each pipe segment is provided in Enclosure 2.
QUICK MAINTENANCE RATING TABLE
PIPE LENGTH PERCENT TOTAL NO. OFDEFECT GRADE ~FT~ INSPECTED PIPE SEGMENTSLENGTH 1: Minor 761,475 74.3 3,626
2: Minor to Moderate 131,935 12.9 588
3: Moderate 61,107 6.0 274
4: Significant 58,675 5.7 256
5: Most Significant 11,505 1.1 54
TOTAL 1,024,697 100.0 4,798
Lateral Notices
Also included in the maintenance inspection reports are private lateral deficiencies discovered during the assessment of the mainline. The District does not maintain lateral lines. It is the responsibility of the property owner to maintain their respective lateral lines to facilitate the flow of wastewater from their property to the mainline. Letters have been sent to property owners in your City notifying them of the maintenance issues detected in their laterals. A sample lateral notice letter is provided in Enclosure 2 for your reference.
High Water Levels
Our inspection revealed that approximately 98.3 percent of the system televised has adequate capacity. Approximately 1.7 percent of the segments inspected exhibited visual signs associated with high water levels. The capacity of the sewer pipe can be determined by analyzing several PACP codes, including Water Level, Water Mark, and miscellaneous remarks, which indicate the camera was underwater or there were sags in the line. A sewer pipe is considered at capacity when 50 percent of the diameter of the sewer pipe is full of water. However, there are conditions in which the Water Level or W ater Mark has reached 50 percent or greater due to heavy flows in adjoining pipes, a temporary stoppage caused by debris in the sewer lines, or a sag in the line.
Therefore, additional review of these pipe segments was conducted to determine if any capacity issues exist.
All sewer pipes where the Water Level, Water Mark, and miscellaneous remarks of camera underwater or sags in the line are at or above 50 percent capacity have been listed and analyzed on the High Water Level Table in Enclosure 2. The nature of these high water level conditions is also summarized on this table.
A map showing the sewer lines with high water levels is provided in Enclosure 2.
Infiltration
Our inspection revealed that approximately 0.3 percent of the system included in your City as part of Project No. YOTV1314A1 has infiltration within the pipe segments.
Infiltration is the ingress of groundwater into the sewers through a defect or porous area of the pipe wall. All sewer pipes where infiltration was found are listed on the Infiltration Table in Enclosure 2. This table also provides the proposed corrective action for these impacted sewer segments. If a corrective action is proposed, the work will be programmed in the next 24 months as part of our ongoing Accumulative Capital Outlay Program.
A map showing the sewer lines with infiltration is provided in Enclosure 2.
STRUCTURAL REPORT
Our inspection revealed that approximately 94.8 percent of the inspected pipe segments within the City were free of severe structural defects. However, the remaining 5.2 percent of the inspected pipe segments had a PACP structural grade of 4 or 5 as indicated in the Quick Structural Rating Table shown below. These segments have been placed on a priority list based on the severity and the need for action. For items 1 through 230 in the Quick Structural Rating Report Priority List (Enclosure 3), which warrant a corrective action, the proposed corrective action will be programmed in the next 24 months as part of the ongoing Accumulative Capital Outlay Program.
A color-coded map showing the Quick Structural Rating for each pipe segment is located in Enclosure 3.
QUICK STRUCTURAL RATING TABLE
DEFECT PIPE LENGTH PERCENT TOTAL NO. OF
GRADE (FT) INSPECTED PIPE SEGMENTSLENGTH
1: Minor 695,336 67.8 3,302
2: Minor to Moderate 215,526 21.0 998
3: Moderate 60,984 6.0 268
4: Significant 39,922 3.9 172
5: Most Significant 12,929 1.3 58
TOTAL 1,024,697 100.0 4,798
CONDITION ASSESSMENT PROJECTS
The Sewer Condition Assessment Program performed the condition assessment of the sewer lines within the City according to the following schedule:
FISCAL YEAR PROJECT
NAME
LENGTH
(FT)
PERCENTAGE
OF SYSTEM STATUS
2009-10 YOTV0910D 329,847 14.9 COMPLETED
2013-14 YOTV1314A1 1,024,697 46.1 COMPLETED
2014-15 YOTV1415A 865,042 39.0 COMPLETED
TOTAL 2,219,586 100.0
CONDITION ASSESSMENT REPORT
COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
CONSOLIDATED SEWER MAINTENANCE DISTRICT
PROJECT NAME: YOTV1415A PROJECT MGR: Hanna Kebede
PROJECT DATE: 12/15/15 CONTACT NO: (626) 300-4686
SUP. 5 MAP PAGE(S): 1216, 1255, 1256, 1257, 1293,
DISTRICT(s): 1294, 1295, 1296, 1297, 1298,
1332, 1333, 1334, 1336, 1337,
1512
Report Bv: Clement Khona Resort Date: 8/7/18
INTRODUCTION
The District conducted a condition assessment of 865,042 feet or 39 percent of the City's entire sewer system as part of Project No. YOTV1415A.
The enclosed Condition Assessment Report outlines the structural and maintenance ratings of your system based on the PACP (Version 6.0.1) rating methodology.
Included in the report are the following:
• Project Overview Map (Enclosure 1)
• Quick Maintenance Rating Map, High Water Levels List and Map, Infiltration List and Map, and Sample Lateral Notice Letter (Enclosure 2) • Quick Structural Rating Report Priority List and Quick Structural Rating Priority Map (Enclosure 3)
The Sewer Condition Assessment Program utilizes the PACP's Quick Rating methodology to rank the structural and maintenance condition of your system based on industry standards.
PROJECT AREA AND DESCRIPTION
Project No. YOTV1415A included sewer lines located in the Cities of Lakewood and Santa Clarita. Enclosed for your reference is an overview map of the project area within your City (Enclosure 1).
DEFECT GRADE DESCRIPTION
The Quick Rating indicates the number of occurrences for the highest severity grade for each pipe segment for either maintenance or structural defects. A grade of 1 indicates that a pipe segment is in excellent condition with minor defects while a grade of 5 indicates that a pipe segment may require immediate attention. A legend of the five possible defect grades is as follows:
Grade Defect Grade Descri tion
1: MINOR
2: MINOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT
MAINTENANCE REPORT
Our inspection revealed that approximately 84.3 percent of the system televised in your City as part of Project No. YOTV1415A was free of significant blockages or restrictions that would impede sewer flows. However, the remaining 15.7 percent of the pipe segments within the City had a PACP maintenance grade of 3, 4, or 5 as indicated in the Quick Maintenance Rating Table shown below. These segments have been incorporated into our routine cleaning schedule with corrective action taken.
A color-coded map showing the quick maintenance rating for each pipe segment is provided in Enclosure 2.
QUICK MAINTENANCE RATING TABLE
DEFECT PIPE PERCENT TOTAL NO. OF
GRADE LENGTH INSPECTED PIPE SEGMENTS(FT) LENGTH
1: Minor 521,164 60.2 2,469
2: Minor to Moderate 208,362 24.1 1,009
3: Moderate 67,314 7.8 284
4: Significant 58,626 6.8 230
5: Most Significant 9,576 1.1 41
TOTAL 865,042 100.0 4,033
Lateral Notices
Also included in the maintenance inspection reports are private lateral deficiencies discovered during the assessment of the mainline. The District does not maintain lateral lines. It is the responsibility of the property owner to maintain their respective lateral lines to facilitate the flow of wastewater from their property to the mainline. Letters have been sent to property owners in your City notifying them of the maintenance issues detected in their laterals. A sample lateral notice letter is provided in Enclosure 2 for your reference.
High Water Levels
Our inspection revealed that approximately 97.7 percent of the system televised has adequate capacity. Approximately 2.3 percent of the segments inspected exhibited visual signs associated with high water levels. The capacity of the sewer pipe can be determined by analyzing several PACP codes, including Water Level, Water Mark, and miscellaneous remarks, which indicate the camera was underwater or there were sags in the line. A sewer pipe is considered at capacity when 50 percent of the diameter of the sewer pipe is full of water. However, there are conditions in which the Water Level or W ater Mark has reached 50 percent or greater due to heavy flows in adjoining pipes, a temporary stoppage caused by debris in the sewer lines, or a sag in the line.
Therefore, additional review of these pipe segments was conducted to determine if any capacity issues exist.
All sewer pipes where the Water Level, Water Mark, and miscellaneous remarks of camera underwater or sags in the line are at or above 50 percent capacity have been listed and analyzed on the High Water Level Table in Enclosure 2. The nature of these high water level conditions is also summarized on this table.
A map showing the sewer lines with high water levels is provided in Enclosure 2.
Infiltration
Our inspection revealed that approximately 0.3 percent of the system included in your City as part of Project No. YOTV1415A has infiltration within the pipe segments.
Infiltration is the ingress of groundwater into the sewers through a defect or porous area of the pipe wall. All sewer pipes where infiltration was found are listed on the Infiltration Table in Enclosure 2. This table also provides the proposed corrective action for these impacted sewer segments. If a corrective action is proposed, the work will be programmed in the next 24 months as part of our ongoing Accumulative Capital Outlay Program.
A map showing the sewer lines with infiltration is provided in Enclosure 2.
STRUCTURAL REPORT
Our inspection revealed that approximately 96.6 percent of the inspected pipe segments within the City were free of severe structural defects. However, the remaining 3.4 percent of the inspected pipe segments had a PACP structural grade of 4 or 5 as indicated in the Quick Structural Rating Table shown below. These segments have been placed on a priority list based on the severity and the need for action. For items 1 through 120 in the Quick Structural Rating Report Priority List (Enclosure 3), which warrant a corrective action, the proposed corrective action will be programmed in the next 24 months as part of the ongoing Accumulative Capital Outlay Program.
A color-coded map showing the Quick Structural Rating for each pipe segment is located in Enclosure 3.
QUICK STRUCTURAL RATING TABLE
DEFECT PIPE LENGTH PERCENT TOTAL NO. OF
GRADE (FT) INSPECTED PIPE SEGMENTSLENGTH
1: Minor 671,639 77.6 3,215
2: Minor to Moderate 131,561 15.2 567
3: Moderate 32,734 3.8 131
4: Significant 22,241 2.6 89
5: Most Significant - 6,867 0.8 31
TOTAL 865,042 100.0 4,033
CONDITION ASSESSMENT PROJECTS
The Sewer Condition Assessment Program performed the condition assessmentof the sewer lines within the City according to the following schedule:
FISCAL YEAR PROJECT NAME LENGTH PERCENTAGE STATUS(FT) OF SYSTEM 2009-10 YOTV0910D 329,847 14.9 COMPLETED
2013-14 YOTV1314A1 1,024,697 46.1 COMPLETED
2014-15 YOTV1415A 865,042 39.0 COMPLETED
TOTAL 2,219,586 100.0
ENCLOSURE 1
Project Overview Map
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CCTV PROJECT
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ENCLOSURE 2
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High Water Levels List and Map
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• Sample Lateral Notice Letter
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ENCLOSURE 2
CCTV PROJECT
YOTV1314A'
CITY OF
SANTA CLARITA
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ENCLOSURE 3
CCTV PROJECT
YOTV1314A'
CITY OF
SANTA CLARITA
au~cK
STRUCTURAL
RATING
(QSR)
e°~~~s
~~
0 560 1,120 1,fi80 2,240
Feat
Legend
SMD Sanitary Sewers
OSR
1: MINOR
~2: MINOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
— 5: MOST SIGNICANT
SMD Manholes
~ Other
Manhole Type
~ Standard
D DROP
- Shallow
Q Trap
~ Siphon
Q SMD Pump Stations
SMD Treatment Plants
- - •hunk Sewerlines
--- Non SMD Sanitary Sewers
Non SMD Maintained MH
O SMD Operations Maps
CCN Pro~ec[ Area
~e~l..
co~~a o~y for imem.i openm~: o~~ne y s.~. m.ime~.~ro q:tn~.
Losnn¢ks county expr...N ~'.=I.Im..ny WnAiry
inp~Dala mn o~natl In ~iM1is maP is P~duce~d i~l~
vMiak or0en lmm Ne iMmas Bms. Mapco tllpilel mep is wpy~Ig~leE, entl repmEucetl vi~M1 perm) elan BnnbE, by T~amas Bms, Mapes.
All rl5hte nserveE.
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ENCLOSURE 2
CCTV PROJECT
YOTV1314A'
CITY OF
SANTA CLARITA
QUICK
MAINTENANCE
RATING
(QMR)
~ ~
0 670 1,340 2010 2,680
Feed
Legend
SMD Sanitary Sewers
QMR
— 1 MINOR
2 MINOR TO MODERATE
3 MODERATE
~4 SIGNIFICANT
5: MOST SIGNIFICANT
SMD Manholes
~ omer
Manhole Type
': Standard -
DROP
Shallow
Q Trap
~ Siphon
Q SMD Pump Stations
WT SMD Treatment Plants
Trunk Sewerlines
--- Non SMO San tary Sewers
Nan SMD Maintained MH
SMD Operations Maps
~CCNP ~ ct Ar
y I eat
ry " ry U' yl' Rry m e u o a u i
a ~ ~. .aa~Ma ~a
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June 2018
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ENCLOSURE 2
CCTV PROJECT
YOTV1314A'
CITY OF
SANTA CLARITA
QUICK
MAINTENANCE
RATING
(QMR)
s~ i
t
0 670 1340 2,014 2,680
Feet
Legend
SMD Sanitary Sewers
QMR
1: MINOR
2: MINOR TO MODERATE
---3:MODERATE
—4: SIGNIFICANT
5: MOST SIGNIFICANT
SMD Manholes
P Other
Manhole Type
Standard
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Shallow
Q Trap
~ Siphon
Q SMD Pump Stations
SMD Treatment Plants
Trunk Sewerl nes
--- Nan SMD Sanitary Sewers
Non SM~ Manta ned MH
SMD Operat ons Maps
CCN Prgect Area
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ENCLOSURE 2
CCTV PROJECT
YOTV1314A'
CITY OF
SANTA CLARITA
QUICK
MAINTENANCE
RATING
0 oE~Es
o(4MR)
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Legend
SMD Sanitary Sewers
aMR
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CCN Pra~ect Area
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ENCLOSURE 2
CCTV PROJECT
YOTV1314A'
CITY OF
SANTA CLARITA
QUICK
MAINTENANCE
RATING
(QMR)
~pE~6c0
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Legend
SMD Sanitary Sewers
QMR
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ENCLOSURE 2
CCTV PROJECT
YOTV1314A1
CITY OF
SANTA CLARITA
QUICK
MAINTENANCE
RATING
(QMR)
o ~oe~ss o4y
0 67~ 1.390 2.010 2680
Yia
Legend
SMD Sanitary Sewers
QMR
- is MINOR
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Manhole Type
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ENCLOSURE 2
CCTV PROJECT
YOTV 1314A'
CITY OF
SANTA CLARITA
QUICK
MAINTENANCE
RATING
(QMR)
a E ~o~
9'4~r~.m°3~
0 8]5 7 350 2,025 2,700
Fee[
Legend
SMD Sanitary Sewers
qMR
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Manhole Type
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CCN Prgect Area
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ENCLOSURE 2
CCTV PROJECT
YOTV1314A'
CITY OF
SANTA CLARITA
QUICK
MAINTENANCE
RATING
9~E~Es
o(~MR)
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0 720 1,440 2,18U 2,880
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Legend
SMD Sanitary Sewers
QMR
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2' MINOR TO MODERATE
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5: MOST SIGNIFICANT
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~ IXher
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Non SMD Maintained MH
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June 2018
ENCLOSURE2
HIGH WATER LEVEL
SANTA CLARITA (YOTV1314A1)
as of 05/28/2014
NO.QMRSTART MHEND MHSTREETOBSERVATION: LOCATIONCORRECTIVE ACTION TAKEN 1514G1417-01251417-0115FAHREN LNCamera Under Water: 80'-312'; debrisHydrojet 251461374-02821374-0283DELIGHT STCamera Under Water: 100'-243'; debrisHydrojet 3512H1374-02531374-0254ROSAMOND DRWater Mark 90YNo action needed 44D11SOUTH1336-0028CORNHILL RDCamera Under Water: 5'-137'; debrisHydrojet 54C001335-00491335-0043EASEMENTCamera Under Water: 140'-256'; debrisHydrojet 648001296-05411296-0490SHEFFIELD LNCamera Under Water:190'-285'; debrisHydrojet 748001513-00151513-0014SOLEDAD CANYON RDCamera Under Water: 250'-335'; debrisHydrojet 852411332-02791332-0278COPPER HILL DRWater Mark 90~No action needed 952001461-00661461-0002COMET WYWater Mark 75YNo action needed 1051411332-02801332-0279COPPER HILL DRWater Mark 603No action needed 1151311374-00351374-0287EASEMENTWater Levei Sag 65%: 130'-162'; debrisHydrojet 1251001258-00741258-0075EASEMENTWater Level Sag 509Hydrojet 1351001297-00281297-0788LANGSTON STWater Mark 759No action needed 1451001297-00311297-0030IANGSTON STWater Levei Sag 40%-50%; debrisHydrojet 1551001297-07801297-0781ORCHARD VILLAGEWater Level Sag 50%; debrisHydrojet 1651001332-02101332-0278HASKELL CYN RDWater Level Sag 50~: 134'-140'Hydrojet 1751001416-00891416-0088DOLAN WYWater Level Sag 505: 140'-190'; debrisHydrojet 1851001417-01151417-0110EASEMENTCamera Under Water; debrisHydrojet 1951001417-02891417-0163JAKES WYWater Mark 75%No action needed 2051001417-03021417-0303LYNNE CTWater Level Sag 50%No action needed 2151001417-0343 1417-0153ALLEYWater Mark 80~No action needed 2251001460-01351460-0134LOST CANYON RDCamera Under Water:163'-220'Hydrojet 2349001296-05431296-0542SHEFFIELD LNCamera Under Water: 229'-278'; debrisHydrojet 2449001296-05511296-0542EASEMENTWater Level Sag 50% &Camera Under Water: 80'-111Hydrojet 2548001297-00231297-0024LANGSTON STCamera Under Water: 80'-225'; debrisHydrojet 2647211417-01241417-0125FAHREN LNWater Level Sag SOY-1009; debrisHydrojet 2747001296-04941296-0497ARROYO PARK DRWater Level Sag 50%-100%; debrisHydrojet 2846331374-02151374-0282DELIGHT STHigh water levelNo action needed 2945001258-00101258-0009EASEMENTWater Level Sag 60Y-100%; debrisHydrojet 304421SOUTH1336-0029CORNHILL RDCamera Under Water: 229'-249'Hydrojet 3144001417-01401417-0138ROCK ROSE LNCamera Under Water: 20'-50'; debrisHydrojet 3243001296-04161296-0417VIA DELICIACamera Under Water: 190'-224'Hydrojet 3343001332-03301332-0329HIDDEN HILLS DRCamera Under Water: 150'-190'; debrisHydrojet 3442211333-05351373-0047BOUQUET CANYON RDWater Level Sag SOY-1009; debrisHydrojet 3542211417-05541417-0440LOST CANYON RDCamera Under Water: 80'-130'; debrisHydrojet 3642111374-01701374-0169NADAL STCamera Under Water: 29'-40'; debrisHydrojet
ENCLOSURE2
HIGH WATER LEVEL
SANTA CLARITA (YOTV1314A1)
as of 05/28/2014
NO.QMRSTART MHEND MHSTREETOBSERVATION: LOCATIONCORRECTIVE ACTION TAKEN 3742001293-01421293-0141MC BEAN PKWYWater Level Sag 50~-65%; debrisHydrojet 3842001297-00991297-0100TOURNAMENT RDWater Level Sag 50%-100%Hydrojet 3941211333-02601333-0262RAINDANCE PLWater Level Sag 709Hydrojet 4041211416-01701416-0169PARK MEADOW DRWater Level Sag 50~Hydrojet 4141121297-02281297-0227EASEMENTWater Mark 50~No action needed 4241111294-06601294-0661SWEETWATER LNWater Mark 50~No action needed 4341111460-02641460-0263LOST CANYON RDWater Mark 60YNo action needed 4441111461-00071461-0006LIVE OAK SPR CYN RDWater Mark SOYNo action needed 4541001257-00501257-0049EMERALD COVE DRWater Mark 55%No action needed 4641001257-02841257-0283ROCKWELL CYN RDWater Mark 559No action needed 4741001293-01411294-0583MCBEAN PKWYWater Mark 50%No action needed 4841001293-01481293-0147COPPER HILL DRWater Mark 50~No action needed 4941001294-05961294-0595COLDSPRINGS PLWater Mark 50%No action needed 5041001294-07671294-0766MCBEAN PKWYWater Mark 50%No action needed 5141001295-04031295-TRUNKCINEMA DRWater Mark S0~No action needed 5241001296-01551296-0156BOUQUET CYN RDWater Mark 60YNo action needed 5341001296-01571296-0155BOUQUET CYN RDWater Mark 55%No action needed 5441001296-01591296-0158BOUQUET CYN RDWater Mark 50%No action needed 5541001296-01601296-0159BOUQUET CYN RDWater Mark 50%No action needed 5641001296-03801297-0002MATEL RDWater Level Sag SO%-100%; debrisHydrojet 5741001296-03921296-0391EASEMENTWater Level Sag SOY: 326'-347'; debrisHydrojet 5841001296-05441296-0543SHEFFIELD LNWater Level Sag 60%-100%: 233'-246';debrisHydrojet 5941001296-05501296-0551DEVONSHIRE CTWater Level Sag 60%: 0'-45'Hydrojet 6041001297-00291297-0028LANGSTON STCamera Under Water: 0'; debrisHydrojet 6141001297-00301297-0029LANGSTON STWater Mark 559No action needed 6241001297-07851297-0781ORCHARD VILLAGEWater Level Sag SOYHydrojet 6341001332-03611332-0360HIGH SIERRA TRWater Mark SOYNo action needed 6441001333-02081333-0209ANNETTE JO CRWater Mark 50%No action needed 6541001333-02451333-0244BOUQUET CANYON RDWater Mark 50%No action needed 6641001333-04511333-0450ALTENA DRWater Level Sag SOY-100Y: 90'-187'Hydrojet 6741001416-01371416-0145SUNDOWNDER WYWater Mark 55%No action needed 6841001417-01231417-0124FAHREN LNWater Level Sag 65~; debrisHydrojet 6941001417-01561417-0310SANDY DRWater Mark 505No action needed 7041001417-01881417-0187SARA 5TWater Level Sag SO%-100% : 28'-45'Hydrojet 7141001417-03181417-0310ANN'S CRWater Mark 50~No action needed 7241001417-06171417-0443WINTER PINE WYWater Level Sag 50~-1009 :244'-253'Hydrojet
ENCLOSURE2
HIGH WATER LEVEL
SANTA CLARITA (YOTV1314A1)
as of 05/28/2014
NO.QMRSTART MHEND MHSTREET08SERVATION: LOCATIONCORRECTIVE ACTION TAKEN 7341001460-01571460-0156EASEMENTWater Level Sag SOY-100% : 50'-162'; debrisHydrojet 7441001460-01631460-0162ADA STWater Level Sag 50~; debrisHydrojet 7541001460-02611460-0260LOST CANYON RDWater Mark 50%No action needed 7641001460-02661460-0265LOST CANYON RDWater Level Sag 509: 230'-300'; debrisHydrojet 7741001460-03701460-0369ALLEYWater Mark 50%No action needed 7841001461-00011460-0147SAND CANYON ROWater Levei Sag 40%: 189'-230'Hydrojet 7941001461-00961461-0095ROBINSON RANCH RDWater Mark 50%No action needed 8041001461-01631461-0162COTSWOLD DRWater Mark 503No action needed 8141001512-01051512-0104FLORABUNDA RDWater Mark 50%No action needed 8231111297-02891297-0290SARDA RDCamera Under Water: 250'-290'; debrisHydrojet 8331001460-03711460-0369ALLEYWater Mark 50~No action needed
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CCTV PROJECT
YOTV1314A1
CITY OF
SANTA CLARITA
HIGH WATER LEVEL
~~ E ~<
~~
0 B40 1,680 2,520 3,360
Legend
HIGH WATER LEVEL
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Manhole Type
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ENCLOSURE 2
CCTV PROJECT
YOTV1314A1
CITY OF
SANTA CLARITA
HIGH WATER LEVEL
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amod`
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Legend
HIGH WATER LEVEL
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Standard
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Shallow
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ENCLOSURE 2
CCTV PROJECT
YOTV1314A1
CITY OF
SANTA CLARITA
HIGH WATER LEVEL
P~6E ~'Y 3
`6.
4~ e
0 920 1,840 2,7fi0 3,680
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Legend
HIGH WATER LEVEL
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SMD Operetwns Maps
CCN PROJECTAREA
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ENCLOSURE 2
CCTV PROJECT
YOTV1314A1
CITY OF
SANTA CLARITA
INFILTRATION
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INFILTRATION
SMD Manholes
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Manhole Type
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D DROP
Shallow
Q Trap
~ Siphon
Q SMD Pump Stations
SMD Treatment Plants
Trunk Sevrerlines
--- Non SMD Sanitary Sewers
Nan SMD Maintained MH
SM~ Operatlans Maps
Q CCN PROJECT AREA
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June 2018
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ENCLOSURE 2
CCTV PROJECT
YOTV1314A1
CITY OF
SANTA CLARITA
INFILTRATION
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Feet
Legend
INFILTRATION
SMD Manholes
~ Other
Manhole Type
~~ Sfantlera
A DROP
Shallow
0 Trap
~ Siphon
Q SMD Pump Stations
SMD Treatment Plants
Trunk Sewerlines
--- Non SMO Sanitary Sewers
• Non SMD Maintained MH
SMD Operations Maps
O CCN PROJECTAREA
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June 2018
ENCLOSURE2
INFILTRATION
SANTA CLARITA (YOTV1314A1)
as of 5/28/2014
NO. QMR START MH END MH STREET OBSERVATION: LOCATION CORRECTIVE ACTION TAKEN 1 4100 1294-0584 1294-0437 MCBEAN PKWY Infiltration (runner): 328' Infiltration is minimal. No action needed. 2 4100 1255-0199 1294-0914 CALADIUM PL Infiltration (runner): 193' Infiltration is minimal. No action needed. 3 3214 1374-0022 1374-0023 MEADOWCREEK RD Infiltration (dripper): 316' Infiltration is minimal. No action needed. 4 3123 1332-0420 1332-0421 AGAJANIAN DR Infiltration (runner ): 2', 338' Infiltration is minimal. No action needed. 5 3122 1460-0058 1460-0057 KENROY AV Infiltration (runner): 247' Infiltration is minimal. No action needed. 6 3121 1333-0720 1333-0719 SYCAMORE DR Infiltration (runner): 1' Infiltration is minimal. No action needed. 7 3121 1294-0696 1294-0697 EASEMENT Infiltration (runner): 221' Infiltration is minimal. No action needed. 8 3121 1294-0697 1294-0698 EASEMENT Infiltration (runner): 154' infiltration is minimal. No action needed. 9 3100 1332-0415 1332-0350 REDWOOD CYN PL Infiltration (dripper): 240' Infiltration is minimal. No action needed. 10 3100 1332-0355 1332-0354 WILLOW CYN CT Infiltration (dripper): 159' Infiltration is minimal. No action needed. 11 3100 1374-0243 1374-0242 CAMP PLENTY RD Infiltration (dripper): 230' Infiltration is minimal. No action needed. 12 3100 1332-0269 1332-0262 GARNET CYN DR Infiltration (dripper): 45' Infiltration is minimal. No action needed.
COUNTY OF LOS ANGELES
DEPARTMENT OF PUBLIC WORKS
"To Enrich Lives Through Effective and Caring Service"
11ARIi PESTRELL.4, Director
{DATE}
900 SOUTH FREDIONT AVENUE
ALHA~IBRA, CALIFORNIA 91803-1331
Telephone~(626)4~3-100
http: 'dpw.lacounty.gov ADDRESS ALL CORRESPONDENCE TO:
P.O. BOX 1 60
ALFIAM1IBRA, CALIFORNl.4 9130'_-1360
REFER TO F YESES M -
Mr./Ms. {NAME}
{ADDRESS}
{ADDRESS}
Dear Mr./Ms. {NAME}:
SEWER LATERAL ROOT INTRUSION
{ADDRESS}
The County of Los Angeles Consolidated Sewer Maintenance District is responsible for the maintenance of the sanitary sewer system in your area. A camera inspection of the sewer mainline discovered roots in your sewer lateral connection. The intrusion of the roots from your lateral may block the flow of sewage in the mainline sewer causing an overflow to your property and/or those immediately upstream of your property. You are hereby requested to perform maintenance on the private sewer lateral serving the property located at {ADDRESS}.
In accordance with County Code 20.24.080 Maintenance of Sewer Laterals. "All house laterals, industrial connection sewers, septic tank outlet connections toSTEP system, and appurtenances thereto existing as of January 23, 1953, or thereafter constructed, shall be maintained by the owner of the property served ina safe and sanitary condition, and all devices or safeguards which are required bythis Division 2 for the operation thereof shall be maintained in good working order." As the property owner, you are responsible for the entire length of the sewer lateral, which includes the portion that extends beyond the property line into the public right of way. We request that you contact a licensed plumber to service your sewer lateral within 90 days to remove roots and any other obstructions that may cause a sewage backup.
Your licensed plumber is required to protect the District's sewer mainlines from dislodged roots and other debris by utilizing catcher baskets at the manhole downstream from your lateral connection. Prior to your plumber cleaning your lateral, please notify the District's sewer maintenance yard in your area at (XXX) XXX-XXXX to arrange for authorization to access the downstream manhole.
Mr./Ms. {NAME}
{DATE}
W e have enclosed photos of your lateral connection showing the root blockage.
In addition, we have included literature on ways to minimize sewer overflows and damage to your home. Please consider establishing a routine cleaning schedule for your sewer lateral to minimize potential plumbing problems caused by root intrusion that are likely toreoccur.
If your sewer lateral has been cleaned after the date on the enclosed photos, no further action is necessary. After your lateral has been serviced, please notify Ms. Karl Eskridge, Sewer Maintenance Division, at (626) 300-3390 or keskridge(a~dpw.lacountv.aov.
Thank you for helping keep the sewer lines clean and in good working order.
Very truly yours,
MARK PESTRELLA
Director of Public Works
W ILLIAM J. WINTER
Assistant Deputy Director
Sewer Maintenance Division
XX: xx
{FILEPATH}
Enc.
{ADDRESS}
{ADDRESS}
Roots at Lateral Connection
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{Address}
{Address}
Roots at Lateral Connection
Minimizing Sewer Overflows and Damage to Your Home
The sewer system within the County of Los Angeles Consolidated Sewer Maintenance District (District) is comprised of a series of underground pipes. Many are publicly owned; however, the sewer laterals are entirely owned by the private property owner they serve.
The laterals extend from the building to the mainline within the street (or within an easement at the rear of your home). The laterals are typically four inches in diameter while the District's mainline is typically at least eight inches in diameter.
The private property owner is responsible for the entire length of the lateral, which includes the portion that may be located within the public right of way (under the asphalt and street landscaping).
SEWER LATERALS-AREAS OF RESPONSIBILITY
Property Boundary
Homeowner is responsible for lateral
maintenance up to the sewer
mainline
Sewer Easement —
4 I ++
-=,~r:
.` '~"~~~ .. ~ewerLateral
~ S~R Homeowners Responsi6il'dy
ewer Mainline OR
Districts ResponsibHfty
~~ Street :,,,_.
Sewer Lateral " ,
Homeowners Res ~ . + ~, j ~~; .w jj
' '~ ~5ewer Mainline
Districts Responsibility
Sewer backups can cause tremendous damage to the interior of a home. In order to minimize these, the District provides continual maintenance services for the public sewer mainlines.
Unfortunately, sewer laterals are often not maintained by private property owners until a disaster strikes. "Out of sight, out of mind" is a typical approach to sewer lateral maintenance and operation by many. It is our hope that we can provide you various means of addressing these issues and thus, minimize your risk of an overflow entering your home.
The three methods we suggest are:
1. Maintain your lateral through proper cleaning, repair, and replacement.
2. Do not place improper items into the sewer or make improper connections to the sewer.
a. Keep rainwater out of the sewer lines as it overwhelms the capacity of the sewer lines and may cause sewer spills.
b. Do not pour fats, oils, and grease in your drains as these products harden and stick to the inside of the sewer pipes, which build up and may eventually cause a blockage in the sewer pipe.
3. Install a backflow preventer and cleanout in your sewer lateral.
ENCLOSURE 3
Quick ~tructurai Rating Report
Priority List
• Quick Structural Rating Map
ENCLOSURE 3
QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF SANTA CLARITA (YOTV1314A1)
ITEM NO.START MHEND MHSTREETOBSERVATIONPROPOSED CORRECTIVE ACTION 11257-00471257-0048SUNBIRD CTFracture multiple; BrokenLining 21297-02101297-0209CIELO CTFracture multiple; BrokenLining 31333-05351373-0047BOUQUET CANYON RDBrokenLining
41297-00351297-0036NOVELA WYFracture multiple; BrokenLining 51296-06381296-0640REGENCY PARK CIRFracture multipleLining 61374-01291374-0130OLD FRIEND RDFracture multiple; BrokenPoint repair; Lining 71297-02951297-0289EASEMENTFracture multiple; BrokenLining 81297-02111297-0212BRAGANCA CTFracture multiple; BrokenLining 91297-02811297-0282EASEMENTFracture multipleLining
101294-07611294-0762DICKASON DRFracture multipleLining
111296-01451296-0144EASEMENTBrokenLining
121373-00061373-0157HUFFY STNo structural deficienciesNo action needed* 131297-07841297-0783WILEY CANYON RDFracture multipleLining 141459-00061459-0004ALLEYFracture multiple; HoleLining
151297-00271297-0029KESTRAL DRFracture multiple; BrokenLining 161460-03101460-0155SOLEDAD CYN RDHole; BrokenLining
171416-01531417-0077GALETON RDFracture multiplePoint repair; Lining 181372-00161372-0015ALAMINOS DRFracture multiple; BrokenLining 191297-03301297-0329SARDA RDFracture multiple; BrokenLining 201296-05311296-0530ALLEYFracture multiple; BrokenLining 211297-02061297-0205OAK VALE DRFracture multiple; BrokenLining 221374-01371374-0136HOT SPRINGS AVEFracture multipleLining 231297-00261297-0030INDIAN WELLS CIRFracture multiple; BrokenLining 241296-07141296-0002VALENCIA BLVDBrokenNo action needed* 251374-02901374-0291EASEMENTFracture multiple; BrokenPoint repair *Structural r~eficierrci~s ~re~ categorized @nto g~ou~s a# cl~e#acts or ok~ser~+atians ~,~~+ith~ a ~rid~ range csf se~e~rit~+. ~a,~l~ of ~k~.ese~ cle~ficier~c ~s rec~iv~d acld~ti€~r~~l past ir~sp~eetioi~ review+.~ anc9 scrnie ~af these ~,:rere deter~-n~necl not €ik~l+{ ~a ~ntea-fere 4+~ritf~ tE~e nanna aperatior3 of t ie ~~~.v~er lire clue to #I~~ s~+rerity, size, ;end}'car Iaca~ion of the cfeficien~y. These ~~grnents Uvil~ be rev~etirred dur~r~g tl~e next ~~y+cle of CCTti+' in~p~et~~ns.
ENCLOSURE 3
QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF SANTA CLARITA (YOTV1314A1)
ITEM NO.START MHEND MHSTREETOBSERVATIONPROPOSED CORRECTIVE ACTION 261460-00541460-0055NEARVIEW DRFracture multiple; BrokenLining 271417-05571417-0554GLADESWORTH LNFracture multipleLining 281296-04721296-0473VIA FLOREDFracture multipleLining
291296-07921296-0798DEL MONTE DRFracture multiple; BrokenPoint repair 301296-06881296-0687IVREA AVFracture multiple; BrokenLining 311296-07081296-0709VALENCIA BVBrokenPoint repair
321513-00041513-0005BEGONIAS LNFracture multiple; BrokenLining 331293-03331293-0099EASEMENTFracturesNo action needed*
341373-01551374-0011HAYCREEK AVEHole; BrokenNo action needed* 351333-05591333-0558BOUQUET CANYON RDHoleNo action needed* 361417-01601417-0159JAKES WYFracture multipleNo action needed* 371294-04581294-0457PVT DRWY &FIRE LNFracture multipleNo action needed* 381297-00441297-0043OLD COURSE WYFracture multipleLining 391333-02321333-0231KENFEL DRHoleNo action needed*
401374-00371374-0036PINE HILLS AVEFracture multipleNo action needed* 411296-07761296-0725CHISWICK CTFracturesNo action needed* 421331-00081331-0007DISCOVERY RIDGE DRNo structural deficienciesNo action needed* 431332-04151332-0350REDWOOD CYN PLHoleLining
441373-00711373-0070VERNAL WYHoleLining
451374-01321374-0133WILDWIND RDFracturesNo action needed* 461374-02121374-0213DELIGHT STBrokenNo action needed*
471460-03081460-0275SILVER SADDLES CRBrokenNo action needed* 481332-02221332-0221ROSE CANYON LNFracturesLining
491374-00631374-0062LANGSIDE AVEHole at base of ManholeMH base repair 501374-00821374-0081ERMINE STHole at base of ManholeMH base repair *5#ru~~ur~l cleficienci~s are categorized into ~~o~a~s of defects ar ok~ser~tatians ~.~~ri~h a wide ~~nge of severit+~. ~Ea~l~ of these cleficie~c~es received additional past irrspeetiai~ revie~o+.~ and sc~rr~e ~f these w:rere de~er~n~ned not fik~ly ~o ~nterFere trJitfti tt~e nt~rrna~ apera~ior~ of the ~~~ver lire clue to #hse s~verit}~1 sire, 3nd~or lota~ior~ of the tLeficienc~r. These segments ti~il~ be ~evietinred during the next cycle of CCTk+' in~p~ctaons.
ENCLOSURES
QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF SANTA CLARITA (YOTV1314A1)
ITEM NO.START MHEND MHSTREETOBSERVATIONPROPOSED CORRECTIVE ACTION 511373-01511374-0018OAKGALE AVEFracturesLining
521461-01351461-0095SAND CANYON RDBrokenNo action needed* 531336-00031336-0129CIRCLE 1 RANCH RDFracture multiple; BrokenPoint repair 541335-00761335-0075CARDIFF DRNo structural deficienciesNo action needed* 551297-00421297-0043OLD COURSE WYFracture multiple; BrokenLining 561296-06691296-0670WOODLARK LNFracture multipleLining
571296-06711296-0670LORIKEET LNFracture multiple; BrokenLining 581461-00241461-0023EASEMENTHoleNo action needed*
591417-01251417-0115FAHREN LNFracture multipleLining
601296-06791296-0682EMERALD DOVE DRFracture multipleNo action needed* 611297-02891297-0290SARDA RDNo structural deficienciesNo action needed* 621297-02971297-0296VIA HAMACAFracture multipleLining
631373-00171373-0021SUE DRNo structural deficienciesNo action needed* 641257-00441296-0682MISTLETOE CTFracture multipleNo action needed* 651296-01611296-0160RAILROAD AVNo structural deficienciesNo action needed* 661336-SOUTH1336-0028CORNHILL RDNo structural deficienciesNo action needed* 671296-06201296-0618VERSAILLES AVFracture multipleLining 681297-00311297-0030LANGSTON STNo structural deficienciesNo action needed* 691417-01361417-0132SUMAC CTNo structural deficienciesNo action needed* 701460-02661460-0265LOST CANYON RDFracturesNo action needed* 711513-00151513-0014SOLEDAD CANYON RDNo structural deficienciesNo action needed* 721417-03011417-0302LYNNE CTNo structural deficienciesNo action needed* 731296-04991296-0498EASEMENTNo structural deficienciesNo action needed* 741417-01241417-0125FAHREN LNFracturesNo action needed* 751373-00181373-0017ROBIN AVEFracturesNo action needed* *Stru~:tur~l c~~ficier~cies are c.et~egarized into g~-o~a~s of cl~efects ar ok~sen+ations ~r~ritl~ a vU~ide range of ~everat~,t. Ea:eh ~of th~se~ deficiencies rec~iv~d add tiora~l gust inspection revie~u!~ and some ~f these ~~.~~re de~er~n~ne~l not [ik~l~ ~o Fn#erFere 4r,ritf~ tf~e Harms] ~peratior~ of the s~~•a~~r lime due to tl~e sE+rerit~r size, and%or loca~ior~ of the cf~ficiency. These sEgrr~ents ~~ill be re~u e~.r~red during tl-►e ra~ext c}+cle of CCT'~f inspections.
ENCLOSURE 3
QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF SANTA CLARITA (YOTV1314A1)
ITEM NO.START MHEND MHSTREETOBSERVATIONPROPOSED CORRECTIVE ACTION 761258-00101258-0009EASEMENTNo structural deficienciesNo action needed* 771294-04731294-0472EASEMENTNo structural deficienciesNo action needed* 781374-01301374-0131OLD FRIEND RDNo structural deficienciesNo action needed* 791296-05431296-0542SHEFFIELD LNNo structural deficienciesNo action needed* 801296-06641296-0665WOODLARK LNFracturesNo action needed* 811297-02051297-0204OAK VALE DRFracturesNo action needed* 821297-00141297-0015EASEMENTNo structural deficienciesNo action needed* 831297-03131297-0312VIA ESCOVARFracture multipleNo action needed* 841297-08171297-0818VIA PALACIOFracture multipleNo action needed* 851296-06741296-0672LORIKEET LNFractures; Broken ~No action needed* 861296-00631296-0062LA VITA CTFracture multipleLining
871297-00221297-0023GAVEA CTFracturesNo action needed*
881296-00671296-0068HUERTA DRFracturesNo action needed* 891373-01021373-0103CAITLIN LNNo structural deficienciesNo action needed* 901374-00521374-0058EASEMENTFractures; BrokenNo action needed* 911297-03501297-0349ROTUNDA RDFracture multipleNo action needed* 921296-05041296-0509EASEMENTFracturesNo action needed*
931416-01941416-0208SARITA AVNo structural deficienciesNo action needed* 941296-04751296-0474VIA DONA CHRISTAFractre multipleLining 951417-04391417-0438LOST CANYON RDFracture multipleLining 961294-05651294-0557SUNSET HILLS DRFracturesNo action needed* 971333-07201333-0719SYCAMORE DRNo structural deficienciesNo action needed* 981297-01931297-0194HOGAN DRFracturesNo action needed*
991460-00391460-0041GOODVALE RDFracturesNo action needed* 1001512-00911512-0094WISTARIA VALLEY RDFracture multiple; BrokenPoint repair; Lining *~trucfural c~efieie~rci~es are ~~tegai~ized lento g~ou~s of defects ar ok~serr~+ations ~.~,~i~h a wide ~~nge ref se+~erit~,+. ~~~el~ Hof these cl~fi~ ec~c~€s r~c~ived ad~atior~al ~t~st ins~eetior~ re~ier,+~~ an~f some Qf thzse ~,:rerE deter~n~necJ not Eik~l+~ ~o ~n~erfere u~itf~ tI~~E nonna~ t~peratior, of tie ~e~.ver line due to tie severity, size, a;ndJor locatiar~ of the cf~ficien~y. T€~e~se segments ~d~,~il3 be rev~ek~red dur~r~g tl~e next c~,+cle of CCTk,~' ir~~p~ct ins.
ENCLOSURE 3
QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF SANTA CLARITA (YOTV1314A1)
ITEM NO.START MHEND MHSTREETOBSERVATIONPROPOSED CORRECTIVE ACTION 1011374-00351374-0287EASEMENTNo structural deficienciesNo action needed* 1021374-01701374-0169NADAL STNo structural deficienciesNo action needed* 1031460-03411460-0331MARILYN DRFracture multipleLining
1041417-04461417-0445LOST CANYON RDNo structural deficienciesNo action needed* 1051297-07851297-0781ORCHARD VILLAGEFracturesNo action needed* 1061296-02451296-0244ARROYO PARK DRFracturesNo action needed* 1071296-05441296-0543SHEFFIELD LNFracturesNo action needed* 1081294-05491294-0550LAURELWOOD LNFracture multipleLining 1091460-02091460-0208LOTUSGARDEN DRFracture multipleLining 1101416-01821416-0181BLACKRUSH DRFracturesNo action needed* 1111460-03541460-0355CARROUSEL DRFracture multipleLining 1121297-03311297-0330SARDA RDFracture multipleLining
1131297-0028 1297-0788LANGSTON STFracturesNo action needed* 1141297-02281297-0227EASEMENTFracturesNo action needed* 1151416-01851416-0182BLACKRUSH DRFracture multipleLining 1161296-05931296-0591EASEMENTFracture multipleLining
1171373-02251373-0229EASEMENTFracture multipleLining
1181296-01551296-0156BOUQUET CYN RDFracturesNo action needed* 1191512-00631512-0061GARDEN OF MUMS PLFracture multipleNo action needed* 1201460-01841460-0183ROSEHAVEN LNFracturesNo action needed* 1211461-00211461-0020BRONCO DRNo structural deficienciesNo action needed* 1221460-03661460-0367COMET WYFracture multipleLining
1231297-03081297-0309VIA ONDAFracturesNo action needed* 1241297-01341297-0133RAOBROON PLFracturesNo action needed* 1251297-02831297-0282TOURNAMENT RDFracturesNo action needed* *S#ru~~kural defieie~cies ~re~ categai~ized Fnto groins of de#~ec~s ar ok~ser~rations ~.r~ri~h a wide range of seuerit~,~. Each ~af t~iese~ ~l~fic e~~c~~s reeeiued add~tior~al post ir~s~eetior~ revieau and sc~m~ cif these ~:~ere deter~r~~necl not Eikely~ ~o €nterfere trditl~ tfie narma] €~p~ratior~ of the setiv~r lire due to ~h~e sEve~rit~r size, and/ar location of the r~eficienc~. T€~ese ~~gmen~s v~~il~ be rev eti~ded during tYte r~~xt e}+~ele 4f CCTV irsp~ctions.
ENCLOSURE3
QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF SANTA CLARITA (YOTV1314A1)
ITEM NO.START MHEND MHSTREETOBSERVATIONPROPOSED CORRECTIVE ACTION 1261294-07631294-0757CORNERSTONE WYFracture multipleLining 1271332-02321332-0231ROCK CANYON DRNo structural deficienciesNo action needed* 1281417-06851417-0684MONTEREY PINES LNNo structural deficienciesNo action needed* 1291417-01891417-0188ALLEYFracturesNo action needed*
1301296-03151296-0316SALCEDA RDFracture multipleNo action needed* 1311374-00151374-0014ERMINE STFracture multipleLining
1321296-06251296-0588EASEMENTFracture multipleNo action needed* 1331293-01501293-0149GRANITE CTFracturesNo action needed* 1341374-02061374-0207CROSSPATH AVEFracture multipleLining 1351459-00091459-0010RHODODENDRON DRFracture multipleNo action needed* 1361296-03541296-0353SERENA DRFracturesNo action needed* 1371296-00591296-0058VIA RAZAFracture multipleLining:
1381296-06091296-0610TOURELLE DRFracture multipleNo action needed* 1391296-03841297-0007GALANTE WYFracture multipleNo action needed* 1401296-06161296-0617EASEMENTFracture multipleLining
1411296-07221296-0723DEL MONTE DRFracturesNo action needed* 1421297-02871297-0288VIA CANDELAFracture multipleNo action needed* 1431296-07151296-0683CHIFF CHAFF CTFracturesNo action needed* 1441296-06211296-0585EASEMENTFracture multipleNo action needed* 1451297-02371297-0236VIA PALADARFracturesNo action needed* 1461296-03721296-0370ALICANTE DRFracture multipleNo action needed* 1471333-02341333-0233BOUQUET CANYON RDFracture multipleLining 1481333-02211333-0229CAROL SUE LNFracture multipleNo action needed* 1491417-01631417-0162JAKES WYFracture multipleNo action needed* 1501332-02401332-0239SYCAMORE DRFracture multipleNo action needed* *Struc~ur~l €lefieienci~s are categorized ~nta groins of cl~efec~ts ar ok~sen~at~ons ~,~4~ifh a vU~ide ra~ng~ of severity. 'Eael~ of t~iese eJeficie~ci~s re~c~ived add~ti~r~al past ir~s{~ectioil i~e+ri~+,~~ and some of these +,Y.r~re deterat~r~ne~l not 6ikely~'to ~nt~rfere ar~ritl~ the narma'1 c~pera~iors of the s~~.v~~r lire due to ~I~e severity, site, a~~ndf or loc_atiorr of the deficiency. T~rese segments t+~il~ be rev7etrded durar~g tl-~e next ~}+e►e cif CCT'~.f inspections,.
ENCLOSURE3
QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF SANTA CLARITA (YOTV1314A1)
ITEM NO.START MHEND MHSTREETOBSERVATIONPROPOSED CORRECTIVE ACTION 1511296-03451296-0346PASEO LAURO CTFracture multipleLining 1521374-02181374-0217FAIRWEATHER STFracture multipleNo action needed* 1531297-03141297-0313VIA ESCOVARFracturesNo action needed* 1541372-00231372-0022CROWN CTFracture multipleNo action needed* 1551374-03031374-0302DELIGHT STFracture multipleNo action needed* 1561460-01931460-0192FLOWERPARK DRFracture multipleNo action needed* 1571374-00851374-0087GLASSER AVEFracture multipleNo action needed* 1581417-05561417-0557STERLING GROVEFracturesNo action needed* 1591416-01041416-0014ALLEYFracture multiplesNo action needed* 1601417-01731417-0172ALLEYFracturesLining
1611417-01841417-0180ALLEYFracturesNo action needed*
1621335-00751335-0074CARDIFF DRBrokenLining
1631296-00431296-0038EASEMENTFracturesNo action needed* 1641297-03001297-0302PLAZA GAVILANFracturesNo action needed* 1651336-00091336-0008BARNHILL RDFracturesNo action needed* 1661297-02211297-0220EASEMENTBroken; FracturesLining
1671293-01761293-0177LOBELIA LNFracturesNo action needed* 1681293-01791293-0156CALEX DRFracture multipleLining
1691294-06291294-0633TIMBERLANE DRFracture multipleNo action needed* 1701293-02911293-0290ALLEYFracturesLining
1711294-05581294-0557GREYSTONE CTBrokenNo action needed* 1721294-07511294-0753EASEMENTFracture multipleNo action needed* 1731332-03621332-0358ROCK CYN DRNo structural deficienciesNo action needed* 1741333-04921333-0493WELLSTON DRFracture multipleLining 1751373-00301373-0035EASEMENTFracture multipleNo action needed* *Structural deficie~rci~s ~re~ categorized Fnt~ gro~a~s of d~e#acts ar ok~servat9ans ~.r~+ith a vo~ic~e range ~f severit+,~. ~Eacf~ oaf ~~ese el~fi~ie~c~es re~eiv~d addytiora~l post irrs~sectiai~ re~rieti5.~ and some of tf~ese ~tirere deter~-n~necl not fikely~ ~o ~n~erfer~ a+di~f~ tt~e na~rrTtia~ apera~ion of t~z ~~~.~r~er line due #a the se+rerit}~r ~i~e, and/ar location of t#~e deficient+{. Tk~e~se segments wild be rev e~PJed durar~g tYte r}next e}+cle of CCTV.+' Inspections.
ENCLOSURE3
QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF SANTA CLARITA (YOTV1314A1)
ITEM NO.START MHEND MHSTREETOBSERVATIONPROPOSED CORRECTIVE ACTION 1761333-05731333-0565ELDER CREEK DRFracture multipleNo action needed* 1771333-02071333-0208ANNETTE JO CRFracturesNo action needed* 1781333-02241333-0223CAROL SUE LNFracture multipleNo action needed* 1791374-01331374-0134WILDWIND RDFractresNo action needed* 1801333-02291333-0230KENFEL DRFracture multipleNo action needed* 1811374-02621374-0263BABINGTON STFracture multipleLining 1821374-02511374-0240EASEMENTFracture multipleNo action needed* 1831512-00051512-0004CALLA LILY CTFracture multipleLining 1841512-01251512-0124JULIANNE CTHolePoint repair
1851460-00531460-0054NEARVIEW DRFracturesNo action needed* 1861416-01981416-0197CROCO PLNo structural deficienciesNo action needed* 1871416-01951416-0194CROCO PLNo structural deficienciesNo action needed* 1881373-01491374-0022MEADOWCREEK CTFracture multipleNo action needed* 1891373-01501374-0021LARKHURST AVEFracture multipleNo action needed* 1901373-01571373-0156HUFFY STFracture multipleLining
1911417-07051417-0704MAPLEHURST PLFracture multiple; BrokenPoint repair 1921460-02801460-0279SAN CANYON RDFracture multipleNo action needed* 1931460-02731460-0272SAND CANYON RDFracturesNo action needed* 1941336-00261336-0025PARVIN DRFracturesNo action needed* 1951297-07921297-0793VIA CLASICOFracturesNo action needed* 1961297-08061297-0817VIA PALACIOFracturesNo action needed* 1971297-08161297-0817VIA CHANTILLYFracturesNo action needed* 1981296-03221296-0323RANCHO ADOBE RDFracturesNo action needed* 1991296-04231296-0425VIA CALMAFracturesNo action needed* 2001296-02081296-0207ADOLFO CTFracturesNo action needed* ~`S~ructural cl~ficienci~s are cat~egarized Fnto grains a# d~efe~s or observations ~.r~ritf~ a t+~~ide range of s~verit~,+. ,Each of these €leficie~c~es received ar~d~tior~al past ins~eetiail reviea~.~ and sc~m~ of these +~~.rere de~eran necl nod [ik~ly to ~n#erfere tr~rittz tl~e narmal c~~erati~n of the ~~~.ver lire due to #tie sEuerit}~, size, and/car Icac_atior~ of the deficiency. T~rese ~egrrtents t~il~ be rev e4~ded clur~r~g tl~e r3e~t cycle ~f CCT'tif ir~sp~ct +ins.