City of Pasadena Sewer System Management Plan …...City of Pasadena - Sewer System Management Plan...

2355 Main Street Suite 140 Irvine, CA 92614

949-261-1577 949-261-2134 (Fax)

City of Pasadena Sewer System Management

Plan Final Report

June 2008

Prepared for

City of Pasadena Department of Public Works

100 N. Garfield Ave., Room N306 Pasadena, CA

K/J Project No. 0485010

City of Pasadena - Sewer System Management Plan Final Report i

Table of Contents

List of Tables ............................................................................................................................. iii

List of Figures ............................................................................................................................ iii

Appendices ................................................................................................................................ iii

Abbreviations and Definitions..................................................................................................... iv

Preface and Acknowledgements.................................................................................................v

Section 1: Goals .............................................................................................. 1

Section 2: Organization .................................................................................. 2 2.1 Responsible in Charge..........................................................................2 2.2 Chain of Communication.......................................................................3

2.2.1 Receipt of Information Regarding an SSO.................................3 2.2.2 Dispatch of Appropriate Personnel to Site of Sanitary

Sewer Overflow.........................................................................4 2.2.3 Regulatory Agency Notification Plan..........................................5

2.2.3.1 Immediate Notification..............................................6

Section 3: Legal Authority.............................................................................. 7

Section 4: Operation and Maintenance (O&M).............................................. 8 4.1 Preventative Maintenance (PM) Program..............................................8

4.1.1 Operational Procedures.............................................................9 4.2 Collection System Map .......................................................................10 4.3 Description of Routine Procedures......................................................10

4.3.1 Existing Pipe Line Operation and Maintenance Procedures..............................................................................10

4.3.2 Existing Pump Station Procedures ..........................................13 4.3.3 Recommended Maintenance Procedures................................13

4.3.3.1 Routine Sewer Pipeline Cleaning...........................13 4.3.3.2 Routine Sewer Video Inspection Program..............14

4.4 Existing O&M Staffing and Equipment ................................................16 4.5 Recommended O&M Staffing and Equipment.....................................16 4.6 Capital Rehabilitation and Replacement Program...............................17

Section 5: Overflow Emergency Response Plan ......................................... 18 5.1 General...............................................................................................18

5.1.1 Objectives ...............................................................................18 5.1.2 Organization of Plan................................................................18

5.2 Overflow Response Procedure ...........................................................18

Table of Contents (cont'd)

City of Pasadena - Sewer System Management Plan Final Report ii

5.2.1 Receipt of Information Regarding an SSO...............................19 5.2.2 Dispatch of Appropriate Personnel to Site of Sanitary

Sewer Overflow.......................................................................20 5.3 Overflow Correction, Containment, and Clean-Up...............................21

5.3.1 Responsibilities of Response Crew upon Arrival......................22 5.3.2 Initial Measures for Containment .............................................23 5.3.3 Additional Measures under Potentially Prolonged

Overflow Conditions ................................................................23 5.3.4 Cleanup ...............................................................................23 5.3.5 Sanitary Sewer Overflow Reporting and Tracking ...................24

5.4 Regulatory Agency Notification Plan ...................................................25 5.4.1 Immediate Notification .............................................................25

Section 6: Fats, Oils, and Grease (FOG) Control Program.......................... 27 6.1 Background, Implementation, and Public Outreach.............................27 6.2 Disposal of FOG .................................................................................27 6.3 Legal Authority....................................................................................28 6.4 Installation, Design, Maintenance, and Monitoring Requirements

of Grease Removal Devices ...............................................................28 6.5 Inspection and Enforcement Authority.................................................29 6.6 Procedures to Identify and Clean FOG Prone Sewers ........................29 6.7 Staffing ...............................................................................................29

Section 7: Design and Performance Provisions (edit to app)..................... 31 7.1 Standard Plans ...................................................................................31 7.2 Standard Specifications ......................................................................32 7.3 Standards for Installation, Rehabilitation and Repair...........................32 7.4 Standards for Cleaning, Inspection, and Rehabilitation of

Existing Facilities ................................................................................32

Section 8: System Evaluation and Capacity Assurance Plan..................... 33 8.1 Requirements of the Order..................................................................33 8.2 Pipeline Design/Capacity Criteria........................................................34 8.3 Pump Station and Force Main Design Criteria ....................................34 8.4 Capital Improvement Program ............................................................35

Section 9: Monitoring, Measurement and Program Modifications ............. 36 9.1 Introduction .........................................................................................36 9.2 SSMP Requirements ..........................................................................36 9.3 Monitor Implementation and Effectiveness of Elements of the

Plan ....................................................................................................36


City of Pasadena - Sewer System Management Plan Final Report iii

Section 10: SSMP Program Audits ................................................................. 38 10.1 Regulatory Requirement .....................................................................38 10.2 Plan Audits/Updates ...........................................................................38

Section 11: Communication Program ............................................................ 39 11.1 Regulatory Requirement .....................................................................39 11.2 Communication with Local Agencies...................................................39 11.3 Communication with the Public ...........................................................39

List of Tables

Table 2-1: Authorized SSMP Administrators Table 4-1: Recommended Sewer Crew Staffing Table 4-2: Cost Comparison For In-house vs. Contract Sewer Video Inspection Table 7-1: Standard Plans

List of Figures

Figure 4-1: SMIWM Organization Chart Figure 4-2: Sewer Maintenance Areas and Cleaning Runs

Appendices

A City of Pasadena Municipal Code Chapter 13.24 – Sewer Construction and Maintenance B Preventive Maintenance Program C City of Pasadena Municipal Code Chapter 8.14 – Grease and Oil Disposal Ordinance D Excerpt from Plan Check Construction Guide for Commercial Food Facilities E Standard Plans F Standards for Installation, Rehabilitation and Repair G Standards for Inspection and Testing of New and Rehabilitated Facilities H Master Sewer Plan Capital Improvement Program


City of Pasadena - Sewer System Management Plan Final Report iv

Abbreviations and Definitions

APWA American Public Works Association CIP Capital Improvement Plan City Unless otherwise called out, means the City of Pasadena COPHMP City of Pasadena’s Hazardous Materials Personnel CSCS Collection System Crew Supervisor DPD Department of Planning and Development DPH Department of Public Health DPW Department of Public Works EHD Environmental Health Division FOG Fats, Oil, and Grease Program gpm Gallons per minute LACoDPW Los Angeles County Department of Public Works LACSD Los Angeles County Sanitation District LF Linear feet MC Municipal Code O&M Operations and Maintenance Order Order No. 2006-0003 PD Police Dispatch PDWF Peak Dry Weather Flow PM Preventative Maintenance PMC Pasadena Municipal Code PWWF Peak Wet Weather Flow SECAP System Evaluation and Capacity Assurance Plan SMIWM Street Maintenance and Integrated Waste Management SMWs Sewer Maintenance Workers SSMP Sewer System Management Plan SSO Sanitary Sewer Overflows SSORP Sanitary Sewer Overflow Response Plan SWRCB State Water Resources Control Board WDRs Waste Discharge Requirements

City of Pasadena - Sewer System Management Plan Final Report v

Preface and Acknowledgements

In accordance with the State Water Resources Control Board (SWRCB) Order No. 2006-0003 (Order), the City of Pasadena (City) has developed a Sewer System Management Plan (SSMP). The primary purpose of the SWRCB Order and this SSMP is to demonstrate that the City has a proactive plan for the operation, maintenance, and management of its sanitary sewer system to minimize the potential for sanitary sewer overflows (SSOs).

This document is developed to conform with the sequence of mandatory elements of the SSMP as specified in the Order. To facilitate a methodical review, the eleven sections provided herein correspond to the SSMP elements prescribed in the Order. It should be noted that the Order does not require this SSMP to have all elements completed and documented in this plan. Rather, the Order requires that the SSMP identify the appropriate elements that are in place and reflect future actions to be taken to improve the City’s prevention of SSOs and/or meet specific compliance activities of the Order under a methodical implementation schedule by May 2009. Accordingly, the SSMP provided herein should not be considered as a static document, but an evolving roadmap for current and future sewer system management and SSO prevention activities.

We would like to take this opportunity to thank the City staff for its assistance in the development of this plan and in particular, Department of Public Works, Engineering Division.

City of Pasadena - Sewer System Management Plan Final Report Page 1

Section 1: Goals

The City of Pasadena Department of Public Works (DPW) provides vital services to City residents and businesses including trash removal, sewage system management, park maintenance, street maintenance (including street sweeping), and maintenance of City vehicles and facilities. The DPW is the caretaker of the community's infrastructure. Its goal is to preserve and enhance Pasadena's resources for future generations. This includes the development, implementation, and enforcement of this Sewer System Management Plan (SSMP).

The Pasadena DPW is charged with the implementation and enforcement of this Sewer System Management Plan (SSMP). Through this charge, the DPW will coordinate with other City and non-City agencies to meet the goals and objectives of this SSMP. In particular, the DPW’s Engineering Division ensures the proper design of new and replacement City sewers and with the City’s Environmental Health Division to ensure compliance with the City’s proactive Fats, Oil, and Grease Program (FOG). The general goal of this plan is to document or identify those City programs designed to manage, operate, and maintain the City’s sewer system to reduce and prevent SSOs as well as mitigate SSOs should they occur.


Section 2: Organization

This section lists the City employees in charge of administering this SSMP and provides the chain of communication associated with the receipt and reporting of sanitary sewer overflows (SSOs).

2.1 Responsible in Charge The City of Pasadena Municipal Code (PMC) details authoritative powers provided to City employees. Chapter 13.24 Article I of Title 13 Utilities and Sewers lists the personnel responsible with administering the provisions of said Chapter. A copy of Chapter 13.24 of the Pasadena Municipal Code (PMC) is provided in Appendix A.

The personnel that are prescribed as responsible in charge are as follows:

1. For the sewer construction and design portion of Chapter 13.24, the City Engineer as provided by Section 13.24.130 and a deputy or other person authorized by said City Engineer as provided by Section 13.24.140.

2. For the sewer maintenance and operation portion of Chapter 13.24 and as described in Section J of SWRCB Order No. 2006-0003, the Public Works Administrator is in charge of signing and certifying all reports, memorandums, and other information related to this SSMP. Table 2-1 lists in descending order the persons authorized to administer the provisions of this SSMP.

Table 2-1: Authorized SSMP Administrators

Name Title Department Phone Fax

Arlington Rodgers, Jr.

Administrator (Administrative

and Management)

Public Works (626) 744-4087 (626) 744-7065

Xavier Leon

Public Works Superintendent (Operations and Maintenance)

Public Works (626) 744-4148 (626) 744-7065


2.2 Chain of Communication Refer to section 5 for specific details on the Chain of Communication.

2.2.1 Receipt of Information Regarding an SSO An overflow may be detected by system employees or by others. During regular working hours the Street Maintenance and Integrated Waste Management Division (SMIWM) is primarily responsible for receiving phone calls from the public of possible SSOs from the sanitary sewer collection system. After hours the Police Department Dispatch is primarily responsible for contacting the necessary personnel to respond to a SSO. The Police Dispatch (PD) number is staffed 24 hours a day every day of the year.

1. The telephone operator receiving the call should obtain all relevant information available regarding the overflow including:

a. Time and date call was received;

b. Specific location;

c. Description of problem;

d. Time possible overflow was noticed by the caller;

e. Caller’s name and phone number;

f. Caller’s observations of the overflow (e.g., odor, duration, back or front of property); and

g. Other relevant information that will enable the responding personnel to quickly locate, assess, contain and stop the overflow.

2. If the call is received during working hours, the SMIWM Division telephone operator then records the SSO information and creates a work order for assignment to the Collection System Crew Supervisor (CSCS). If the call is received after hours and dispatched by the PD, the responding stand-by personnel will document their actions to be recorded at the first available opportunity.

3. Pump station failures are monitored and received by the CSCS. Should there be a failure; the CSCS will immediately initiate the investigation and response action.

4. Sewer overflows detected by any personnel in the course of their normal duties shall be reported immediately to the SMIWM Division. Dispatch personnel should record all relevant SSO information and dispatch the CSCS or appropriate crew.

5. The CSCS shall confirm the SSO. Until verified, the report of a possible spill will not be referred to as a “sanitary sewer overflow or a SSO”.

6. Sanitary Sewer Overflow incidents will be tracked on the City of Pasadena’s daily sewer maintenance sheet and then downloaded to the Collection System Sections software tracking system.


2.2.2 Dispatch of Appropriate Personnel to Site of Sanitary Sewer Overflow

Failure of any element within the collection system that threatens to cause or causes an SSO will trigger an immediate response from the CSCS to isolate and correct the problem. Personnel and equipment shall be available to respond to any SSO location. Personnel will be dispatched to any site of a reported SSO immediately.

1. Dispatching Personnel

a. Dispatchers should receive notification of sewer overflows as outlined in Section 2.2.1 “Receipt of Information Regarding an SSO” and dispatch the CSCS and/or the appropriate personnel and resources as required.

b. Dispatchers shall notify the appropriate manager or supervisor by any means necessary regarding SSOs and field personnel locations.

2. Personnel Instructions and Work Orders

a. Responding crews should be dispatched by 8-R radio or any means necessary. SMIWM Division should receive instructions from sewer investigators or their supervisors regarding appropriate personnel, materials, supplies, and equipment needed.

b. Dispatchers shall ensure that the entire message has been received and acknowledged by the personnel who have been dispatched. All standard communications procedures should be followed. All personnel being dispatched shall proceed immediately to the site of the overflow. Any delays or conflicts in assignments must be immediately reported to the CSCS for resolution.

c. Response personnel should in all cases report their findings, including possible damage to private and public property, to the CSCS immediately upon making their investigation. If the CSCS has not received findings from the field personnel within 30 minutes of being dispatched, the CSCS shall contact the response personnel to determine the status of the investigation.

d. CSCS shall refer all pertinent information to the Public Works Superintendent including any details of the problems described by customers.

3. Additional Resources

a. CSCS should receive and shall convey requests to appropriate parties such as Department of Police, Fire, and Health for additional personnel, material, supplies, and equipment from crews working at the site of a SSO.

4. Preliminary Assessment of Damage to Private and Public Property

a. The responding personnel should use discretion in assisting the property owner/occupant as reasonably as they can. However, City of Pasadena might face increased liability for any further damages inflicted to private property during such assistance. It is the primary responsibility of the response personnel to contain


sewage and attempt to clear any blockage in the sanitary sewer collection system. Given consent by the private property owners, the Public Works Superintendent is responsible for entering private property taking the appropriate still photographs and/or video footage. If possible, pictures should be taken of all indoor and outdoor areas the SSO has impacted. Thoroughly document the nature and extent of impacts. Available photographs are to be forwarded to Public Works Supervisor for documentation proposes.

5. Field Supervision and Inspection

a. The Public Works Superintendent needs to be on call and should visit the site of the SSO, if possible, to ensure that provisions of this Sanitary Sewer Overflow Response Plan (SSORP) and other directives are met.

b. The Public Works Superintendent is responsible for confirming that the SSO is documented correctly and that the information is conveyed to the SMIWM Division Administrator.

6. Coordination with Hazardous Material Response

a. Upon arrival at the scene of a sewer overflow, should a suspicious substance (e.g., oil sheen, foamy residue) be found on the ground surface, or should a suspicious odor (e.g., gasoline) not common to the sewer system be detected, the CSCS or the response personnel should immediately contact Departments of Fire, Police, and Health, and their supervisor for guidance before taking further action.

b. Should the supervisor determine the need to alert the hazardous material response team, the CSCS and/or personnel on the scene shall await the arrival of the City of Pasadena’s Hazardous Materials Personnel to take control of the overflow incident.

7. Concerns for Potential Ignition. It should be noted that any vehicle engine, portable pump or open flame (e.g., cigarette lighter) can provide the ignition for an explosion or fire should flammable fluids or vapors be present. As such, it is suggested that site personnel keep a safe distance and observe cautiously until assistance arrives. Police officers shall be responsible for crowd control, traffic diversion, and/or street closure.

Upon arrival of the Hazardous Material Personnel, the CSCS and/or Collection System Personnel will take direction from the person with the lead authority of that team. Only when that authority determines it is safe and appropriate for the CSCS and/or Collection System Personnel to proceed under the SSO response plan with the containment, clean-up activities and correction.

2.2.3 Regulatory Agency Notification Plan The Regulatory Agency Notification Plan establishes procedures which the City of Pasadena shall follow to provide formal notice to the Office of Emergency Services and the Regional Water Quality Control Board as necessary in the event of SSO. The reporting criteria below explains to whom various forms of notification should be made, and lists the agencies/individuals to be contacted.


The procedure for providing notification to the media of an SSO falls under responsibility of the City of Pasadena’s Public Information Officer. Internal notification and mobilization of personnel are detailed in Section 5.2 of this document– Overflow Response Procedure.

Using data supplied during the verification process and updates from the CSCS or the response crew, the Pubic Works Superintendent or the Public Works Administrator’s designee shall prepare initial and final SSO Reports. These reports shall be made available to those desiring additional information or written confirmation.

Written notification in a “hard copy” version should be made within 10 working days. The Department of Public Works will prepare written notification to the appropriate regulatory agencies of any confirmed SSO. The Public Works Administrator shall sign these notifications.

2.2.3.1 Immediate Notification When applicable, the City of Pasadena should notify all necessary local state and federal agency representatives to keep them abreast of immediate response actions and final corrective actions.

For any discharges of sewage that results in discharge into a drainage channel or a surface water, the Discharger shall, as soon as possible, but not later than two (2) hours after becoming aware of the discharge, notify the State Officer of Emergency Services, the local health officer or directors of environmental health with jurisdiction over affected water bodies, and the appropriate Regional Water Quality Control Board.

It also requires that as soon as possible, but no later than twenty-four (24) hours after becoming aware of the discharge to a drainage channel or a surface water, the Discharger shall submit to the appropriate Regional Water Quality Board a certification that the State Office or Emergency Services and the local health officer or director of environmental health with jurisdiction over the affected water bodies have been notified of the discharge.

The contact information for this reporting is as follows:

• Pasadena Public Health Department 626-744-6062

• Pasadena Fire Department 626-744-4288

• Office of Emergency Service 800-852-7550


Section 3: Legal Authority

The Order requires each agency demonstrate that it has the legal authority as prescribed through appropriate ordinances and service agreements to prevent illicit discharges, require appropriate construction, ensure maintenance, limit materials that may cause blockages, and monitor any violations. This section of the SSMP documents the specific SSO-related elements of the Order and the corresponding legal authority in place by the City. In general, the legal authority associated with the management of the City’s sewer system is contained in PMC Chapter 8.14 Grease and Oil Disposal Ordinance and Chapter 13.24 Sewer Construction and Maintenance. While there may be chapters of the PMC or special service agreements that contain applicable enforcement or management related provisions, these two chapters appear to provide adequate coverage for the legal authority requirements of the Order. The applicable sections for each of the identified requirements are as follows:

Legal Authority Order Requirements Applicable Sections of City Municipal Code

a) Prevent illicit discharges into its sanitary sewer system (examples may include I/I, stormwater, chemical dumping, unauthorized debris and cut roots, etc.)

13.24.370, .380, 390, .420, & .430

b) Require that sewers and connections be properly designed and constructed 8.14.060 & .070 and 13.24.190 through .360

c) Ensure access for maintenance, inspection, or repairs for collection system owned or maintained by the Public Agency

8.14.080 and 13.24.560

c) Limit the discharge of fats, oils, and grease and other debris that may cause blockages 8.14 et all, and 13.24.370, .460, .540, & .620

e) Enforce any violation of its sewer ordinances

8.14.080, .090, .100 and 13.24.030, .170, & .180

Based on a review of the Order and the associated sections of the PMC and other service agreements, it appears the City’s existing legal authority meets the provisions of this section of the Order.


Section 4: Operation and Maintenance (O&M)

Continued inspection, maintenance and rehabilitation of the wastewater collection and pumping system are integral components of a utility operation and are required to extend the useful life of infrastructure facilities and prevent system failures. Since chronic pump station failures and sewer pipeline and manhole blockages can lead to incidents of sewage spillage and property damage, regular, and proactive maintenance is a core component of the City’s O&M program.

During the preparation of the 2006 Master Sewer Plan, the City’s Operations and Maintenance (O&M) activities were reviewed to assess potential procedural conflicts and/or inadequacies and develop additional O&M program recommendations. This section presents an overview of the existing procedures, staffing, and budget for this activity and reflects the recommended operational, staffing, financial and data management improvements.

4.1 Preventative Maintenance (PM) Program The City of Pasadena Public Works Street Maintenance & Integrated Waste Management (SMIWM) Division is responsible for the operation and maintenance of all City-owned sewer and storm drainage collection and pumping facilities. In general, the costs associated with the Sewer and Storm Drain Section of SMIWM is borne by the City of Pasadena’s Sewer Fund.

The Sewer and Storm Drain Section currently comprise one supervisor overseeing 11 staff. Staff members are rotated among teams performing the following activities:

• Three (3) two-person teams provide crews for routine sewer line maintenance

• One (1) two-person team performs trash removal in catch basins and storm drains

• One (1) two-person team performs fast food and high pedestrian area maintenance

• One (1) person performs inspection on sewer users with a high likelihood of contributing fats, oils and greases (FOG) into City-owned sewer lines

The Sewer and Storm Drain Section of the SMIWM utilize jet cleaning trucks and vactor units in the performance of their day-to-day duties. The organizational structure of this section and its place within the Department of Public Works is shown in Figure 4-1.


Figure 4-1: SMIWM Organization Chart

The level of effort for collection system and pumping system maintenance was estimated based on discussions with City staff. The current maintenance activities associated with the City’s collection system and pumping system are described below.

4.1.1 Operational Procedures The SMIWM Division’s ongoing operation and maintenance program is well defined and appears to be appropriated with the desired level of service as defined in the City’s goals and objectives. Based on a review of the City's existing sewer system programs/procedures, the Master Sewer Plan developed recommendations to support long-range operations and maintenance support.

The O&M program areas needing improvement that were identified during the conduct of the Master Sewer Plan were generally associated with the level of staffing that is necessary to meet the City’s prescribed level of service standards. Upon integration in the City’s budget, the recommended O&M program procedures should meet the service goals and objectives for the sewer system. The sewer system O&M procedures are summarized in Appendix B.

City of Pasadena Department of Public Works

SMIWM Division Engineering Division

Roadway Maintenance Section

Street Cleaning Section

Sewers and Storm Drain Section


4.2 Collection System Map Updated mapping of the City’s sewer system was performed during the conduct of the 2006 Master Sewer Plan. This update was completed and integrated in the City’s Geographic Information System (GIS). Several figures were also developed to reflect various key attributes of the sewer system, such as ownership, pipe diameter, pipe material, and age. The mapping of the collection system meets the criteria of the Order. The City has programmed procedures in place to maintain its sewer system information and GIS. Additionally, proper databases containing information on pump stations technical specifications, wet well dimensions, and pipe and manhole attributes should also be regularly maintained.

4.3 Description of Routine Procedures

4.3.1 Existing Pipe Line Operation and Maintenance Procedures Routine sewer line maintenance within the City of Pasadena is performed by three (3) two-person crews operating two jet trucks and one combination truck. The City is divided into 17 maintenance areas that the crews maintain sequentially. It is the goal of the Sewer and Storm Drain section to clean each maintenance area once annually, but the diversion of manpower for emergency and auxiliary activities generally prevents this from occurring. Under ideal conditions, one crew is programmed to clean approximately 4,000 linear feet per day (lf/day) of line over flat terrain and 3,000 lf/day in hilly areas. These cleaning rates reflect an operationally efficient staff as the production rates are slightly higher than the typical 2,000 to 3,000 lf/day values generally used by many other wastewater utilities.

Deviations from ideal conditions include non-standard manhole geometries, difficult easement access to manholes and service points, and the resolution of other field problems. Because the City does not own equipment suitable for cleaning locations that are inaccessible to vehicular equipment, sewer operation crews must manually drag and carry jet flushing hose equipment through private property and hand feed the cleaning hose to the sewer manhole access point. This manual operation requires a full sewer crew, is an unsanitary activity, increases the risk of field staff injuries and property damage, is an inefficient use of staff and prevents them from performing their routine duties in an efficient manner, and results in an unpleasant experience for both City staff and the City’s property owners.

In addition to the performance of annual maintenance of the City’s maintenance service areas, specific cleaning routes are performed to alleviate known operational and maintenance problems within the City’s sewer lines. These specific cleaning routes cover areas that are impacted from known root intrusion and FOG discharges. Currently, the FOG cleaning route is performed every two to three months and totals approximately 90,000 linear feet. Similarly, the root cleaning route is performed every three months and totals approximately 7,000 feet. The root route is being expanded to 17,000 feet based on the recurring needs of several additional problem areas. Figure 4-2 shows the City’s maintenance areas, existing FOG routes, and existing root routes.


Prevention of insect and vector infestation within the City’s sewer lines is performed by a chemical dosing program. The program is handled by an outside firm under contract to the City. Three thousand manholes are dosed per year with the understanding of a two-year chemical residual following each treatment.

In addition to these ongoing cleaning and maintenance activities, the City’s SMIWM Division supports the assessment of sewer pipeline condition through video inspection services. Currently, the City co-owns its TV equipment with two other agencies under a tri-city arrangement. Overall equipment maintenance responsibility is provided by the City of Glendale. The equipment is rotated among the three agencies on a quarterly basis. As such, each agency uses the equipment for three months per year. Accordingly, every three years, each agency receives a six-month allocation, and uses the equipment during the first and fourth quarter of the year.

Based on discussions with City staff, the goal of the video inspection program is to televise the entire wastewater collection system approximately every five to seven years, with an increased frequency of up to once per year for very old facilities or areas of specific concern. Unfortunately, because of the short duration that the equipment is available under the tri-city ownership arrangement, City O&M staff is not able to use the equipment enough to have adequate efficiency or staff to meet the City’s video inspection goal. Current production values indicate that City sewer crews have difficulty attaining the 1,500 to 2,000-feet-per-day typical industry criteria under the existing arrangement.

Given the need to obtain a city-wide condition assessment of the sewer system, the City has contracted the video inspection work to an outside vendor over the last several years. The City has encumbered approximately $400,000 per year over the last 5 years to attain a city-wide assessment. This assessment is expected to be completed in FY 2008. A documentation of an evaluation of performing future video inspections services through outside contractors versus in-house labor is provided later in this section of the report. As part of routine operations and maintenance, the City tracks sewer overflows and backups. Results of this tracking can be found in Appendix C of the 2006 Master Sewer Plan.


4.3.2 Existing Pump Station Procedures As described in Section 3 of the 2006 Master Sewer Plan, the City of Pasadena owns and operates two sewer pump stations. Routine maintenance and repair of these pump stations is contracted by the City of Pasadena to Multi-Tec, Inc. Multi-Tec keeps a regular maintenance and replacement schedule for the pump station equipment, pumps, and motors. Sewer and storm drain section staff monitor the pump stations to assure that they are operating properly on a day-to-day basis. In addition, City staff uses the combination truck to regularly clean the wet wells of the pump stations.

Section 3 of the 2006 Master Sewer Plan lists several existing conditions at the City’s pump stations that will require repair or retrofitting. Budgets for such repairs are presented in Section 7 of the 2006 Master Sewer Plan. When put into effect, these improvements will reduce the amount of City staff time required at the pump stations.

4.3.3 Recommended Maintenance Procedures As previously discussed, the SMIWM Division provides ongoing O&M of the City’s sewer and storm drainage systems. The appropriate level of O&M-related staffing activities was derived in the 2006 Master Sewer Plan. Specific sections and excerpts from that plan are provided herein to document the City’s current or anticipated O&M program elements in conformance with the Order. The staffing requirements derived the Master Sewer Plan are provided in the following.

4.3.3.1 Routine Sewer Pipeline Cleaning Sewer pipeline cleaning is an important element of a utility. The typical production values used to budget for this O&M activity reflects that a full-time two-man crew can clean 2,000 to 3,000 feet of a collection system per day, assuming that major problems are not encountered. The City currently completes 3,000 to 4,000 feet per day in ideal situations, depending on the service area.

To assess the staffing requirements of these important O&M elements, estimated production standards are correlated with the City’s 1.7 million linear feet of pipelines, 17,000 feet of tree root infested areas, and 90,000 feet of pipelines with excessive grease. Using the cleaning production criteria of 3,200 feet per day, it would take approximately 641 crew days to clean the system annually and to clean the root infested and FOG areas quarterly.

While the estimated time requirements represent average production rates and efficiencies, these values do not include the excess time associated with resolving field problems, field staff assignment adjustments for special events, and allowances for employee benefits (e.g., holidays, vacation, sick leave). Accordingly, program schedules for these activities are developed by factoring in a 15 percent allowance for the resolution of field problems, a 5% allowance for support of special events, and a 20 percent allowance for employee benefits. The resulting implications for sewer staffing requirements are shown in Table 4-1.


Table 4-1: Recommended Sewer Crew Staffing

Description Linear Feet

Base Cleaning Program 1,731,568 Additional Root Areas 51,000 Additional FOG Areas 270,000 Total Annual Cleaning 2,052,568 Typical Cleaning Rate (lf/day) 3,200 Crew Days Required to Meet Goal 641 Staffing Assessment Days Available/Year/Crew 260 Allowance for Benefits (20%) 52

Allowance for Field Resolution (15%) 39

Allowance for Special Events (5%) 13 Net Annual Available Days/Crew 156 Number of Crews to Meet Goal 4.11

As shown, to accomplish the pipeline cleaning activities in conformance with the City’s annual cleaning goal would require four two-man crews to annually clean the full sewer system and clean the high maintenance areas quarterly. Accordingly, the 2006 Master Ser Plan recommended that one additional full-time crew be assigned to routine sewer line maintenance.

4.3.3.2 Routine Sewer Video Inspection Program In accordance with the Order, the City must develop a rehabilitation and replacement plan to identify and prioritize system deficiencies and implement short-term and long-term rehabilitation actions to address each deficiency. The program should include regular visual and TV inspections of manholes and sewer pipes, and a system for ranking the condition of sewer pipes and scheduling rehabilitation. The video inspection information that follows reflects the City’s program and its ability to meet this section of the Order.

As derived in the Master Sewer Plan, the goal of the video inspection program is to video inspect the entire wastewater collection system approximately every five to seven years, with an increased frequency of up to once per year for very old facilities or areas of specific concern. In accordance with these criteria, an assessment of the video inspection program alternatives was derived to ascertain the appropriate approach for ongoing video inspection services.

The assessment of staffing requirements was performed in a similar manner to the cleaning program. Applying a typical video inspection production rate of 2,000 feet per day to the City’s


1.7 million linear feet of pipelines reflects that approximately 866 crew days will be required to video the City’s base system. Applying the previously derived allowances for available days per crew, the City could video inspect its system with one crew in approximately 5.5 years.

While the estimated time requirements represent average production rates and efficiencies, these values do not include the excess time associated with annual inspection of older facilities and areas of concern. For comparison purposes, if an additional 300,000 feet is used as an annual requirement for areas of concern and problem areas, the City time required to inspect the system would increase to approximately 6.6 years, still within the seven year program goal.

An important element of the Master Sewer Plan was an evaluation of the cost effectiveness of purchasing the necessary equipment and performing the associated services in-house versus the cost of continuing with ongoing contractual services. The result of this assessment is shown in Table 4-2. As shown, the cost to purchase this equipment and utilize in-house services is more cost effective than the use of outside contractual services under the five to seven year program.

Table 4-2: Cost Comparison For In-house vs. Contract Sewer Video Inspection

Description Linear Feet

Base Video Program 1,731,568 Additional Root Areas - Additional Age/Material Areas - Total Annual Video 1,731,568 Typical Video Rate (lf/day) 2,000 Crew Days Required to Meet Goal 866 Staffing Assessment Days Available/Year/Crew 260 Allowance for Benefits (20%) 52 Allowance for Field Resolution (15%) 39 Allowance for Special Events (5%) 13 Net Annual Available Days/Crew 156 Crews Required to Meet Goal 5.55 Video Inspection Service Alternatives Evaluation In-house Cost City labor (@ $140,000/yr, 5 years) $700,000 Equipment Cost $200,000 Total 5-Year Cost $900,000

Annual Cost $180,000


Description Linear Feet Contracted Cost ($0.90/ft) $1,558,411 Annualized Cost (7-years) $222,630 Annualized Cost (5-years) $311,682

Upon implementation of the video inspection program developed in the Master Sewer Plan, the City’s proactive practices related to asset condition assessment and management should meet the requirements of the Order.

4.4 Existing O&M Staffing and Equipment As previously discussed, the City’s Sewer and Storm Drain Section is staffed with 11 field personnel, one supervisor, and supporting vehicles and equipment. The sewer lift stations are maintained through an ongoing contract with Multi-Tec, Inc., and supporting management and engineering services and activities are provided from other in-house City personnel.

4.5 Recommended O&M Staffing and Equipment In accordance with the assessment and recommendations derived in the Master Sewer Plan, it was recommended that the City budget for additional personnel and related equipment. The staffing and equipment elements required to implement the sewer system O&M program goals are summarized as follows:

• One new Sewer Maintenance Field Crew (2 – SMWs) - $140,000

• One new Video Inspection Field Crew (2 – SMWs) - $140,000

• One CNG Vactor/Hydro combination unit – $320,000

• One Easement Machine – $50,000

• One Camera Truck - $250,000

• Safety equipment (two crews) - $20,000 ($10,000 each).

In addition to these staffing and equipment recommendations, it is important to note that the City has embraced the need to provide dedicated staffing to these important City services to preserve and evaluate the useful life of these underground assets. Dedicated and committed staff should be assigned and trained to meet the demands of these services so that the life expectancy of these facilities can be attained. Should the City’s proactive operation and maintenance program continue to fall short of the program goals, unidentified failure of sewer pipelines may occur. The cost of this activity will manifest itself in the early retirement of the City’s assets and the increased potential for sanitary sewer overflows.

It is further recommended that the City evaluate the performance of the Sewer and Storm Drain Section related to the performance of the cleaning and video inspection goals. While two new crews are proposed to be added, overall performance of section activities should be contrasted with prescribed goals on an annual basis to ascertain if additional staffing and equipment is required.


4.6 Capital Rehabilitation and Replacement Program As required by the SSMP, the results of the City’s O&M and video inspection program should be integrated into a methodical capital rehabilitation and replacement program. The City proactively budgets for this activity on an annual basis and is currently focusing on: 1) facilities constructed with reinforced or unreinforced concrete, as these assets appear to have a reduced useful life, 2) existing video inspection findings for facilities that have been identified to be in need of priority repair, and 3) facilities whose age suggests an impending need for replacement and it is opportunistic for the City to rehabilitate these facilities in consideration with the street resurfacing/reconstruction schedule. Since the City has programmed for this activity in its current sewer rates, it appears that this component of the Order is in place for the City of Pasadena.

The current electronic work order system, (ASD) does track call-ins, “SSO’s”, and maintenance of work. The following is a list of vehicles and equipment:

1) #0071- Rodder Truck

2) #1978 Vacon Truck with 750 foot of hose

3) #1979 Vacon Truck with 600 foot of hose

4) #1658 Combination Truck with 600 foot of hose

5) #1061 Vactor Truck with 600 foot of hose

6) Honda Pump (3) 5.5 hp.

7) Honda Generator

8) #2289 new Easement Machine with 600 foot of hose

The following training needs are currently being evaluated:

1) SSO simulated containment and bypass procedures and strategies

2) Confined space training

3) Easement machine usage, maintenance and safety

4) FOG training

5) Traffic control and work zone safety


Section 5: Overflow Emergency Response Plan

5.1 General The Sanitary Sewer Overflow Response Plan (SSORP) is designed to ensure that every report of a confirmed sewage overflow is immediately dispatched to the appropriate crews so that the effects of the overflow can be minimized with respect to impacts to public health and adverse effects on beneficial uses and water quality of surface waters and customer service. The SSORP further includes provisions to ensure safety pursuant to the directions provided by the City of Pasadena and that notification and reporting is made to the appropriate local, state and federal authorities. For purposes of this SSORP, “confirmed sewage spill” is referred to as “sanitary sewer overflow or “SSO”.

5.1.1 Objectives The primary objectives of the SSORP are to protect public health and the environment, satisfy regulatory agencies and waste discharge permit conditions which address procedures for managing sewer overflows, and minimize risk of enforcement and liability actions against City of Pasadena.

Additional objectives of the SSORP are as follows:

• Provide appropriate customer service;

• Protect wastewater collection system personnel;

• Protect the collection system, lift stations and all appurtenances;

• Protect private and public property.

5.1.2 Organization of Plan The key elements of the SSORP are addressed individually as follows:

• Section I Overflow Response Procedure

• Section II Reporting and Tracking

• Section III Regulatory Agency Notification Plan

5.2 Overflow Response Procedure The Sanitary Sewer Overflow Response Procedure presents a strategy for the City of Pasadena to mobilize labor, materials, tools and equipment to correct or repair any condition which may cause or contribute to an un-permitted discharge. The plan considers a wide range of potential system failures that could create an SSO to surface waters, land or buildings.


5.2.1 Receipt of Information Regarding an SSO An overflow may be detected by system employees or by others. During regular working hours the Public Works/Street Maintenance and Integrated Waste Management is primarily responsible for receiving phone calls from the public of possible SSO from the wastewater collection system. After hours the Police Department Dispatch is the primarily responsible for contacting the necessary personnel to respond to a SSO. The Police Dispatch (PD) number is staffed 24 hours a day every day of the year.

1. The telephone operator receiving the call should obtain all relevant information available regarding the overflow including:

a. Time and date call was received;

b. Specific location;

c. Description of problem;

d. Time possible overflow was noticed by the caller;

e. Caller’s name and phone number;

f. Observations of the overflow (e.g., odor, duration, back or front of property); and

g. Other relevant information that will enable the responding personnel to quickly locate, assess, contain and stop the overflow.

If the call is received during working hours the SMIWM division telephone operator then records the SSO information and creates a work order for assignment to Collection System Crew Supervisor (CSCS). If the call is received after hours and dispatched by the PD, the responding stand-by personnel will document their actions to be recorded at the first available opportunity.

2. Pump station failures are monitored and received by the CSCS. Should there be a failure; the CSCS will immediately initiate the investigation and response action.

3. Sewer overflows detected by any personnel in the course of their normal duties shall be reported immediately to the SMIWM division. Dispatch personnel should record all relevant SSO information and dispatch the CSCS or appropriate crew.

4. The CSCS shall confirm the SSO. Until verified, the report of a possible spill will not be referred to as a “sanitary sewer overflow or a SSO.”

5. Sanitary Sewer Overflow incidents will be tracked on the City of Pasadena’s daily sewer maintenance sheet and then downloaded to the Collection System Sections software tracking system


5.2.2 Dispatch of Appropriate Personnel to Site of Sanitary Sewer Overflow

Failure of any element within the wastewater collection system that threatens to cause or causes an SSO will trigger an immediate response from the CSCS, who is on call for duty, to isolate and correct the problem. Personnel and equipment shall be available to respond to any SSO location. Response personnel will be dispatched to any site of a reported SSO immediately.

1. Dispatching Personnel

• Dispatchers should receive notification of sewer overflows as outlined in Section 5.2.1 “Receipt of Information Regarding an SSO” and dispatch the CSCS and/or the appropriate personnel and resources as required.

• Dispatchers shall notify the appropriate manager or supervisor by any means necessary regarding SSOs and field personnel locations.

2. Personnel Instructions and Work Orders

• Responding crews should be dispatched by 8-R radio or any means necessary. SMIWM division should receive instructions from sewer investigators or their supervisors regarding appropriate personnel, materials, supplies, and equipment needed.

• Dispatchers shall ensure that the entire message has been received and acknowledged by the personnel who are dispatched. All standard communications procedures should be followed. All personnel being dispatched shall proceed immediately to the site of the overflow. Any delays or conflicts in assignments must be immediately reported to the CSCS for resolution.

• Response personnel should in all cases report their findings, including possible damage to private and public property, to the CSCS immediately upon making their investigation. If the CSCS has not received findings from the field personnel within 30 minutes of being dispatched, the CSCS shall contact the response personnel to determine the status of the investigation.

• CSCS shall refer all pertinent information to the Public Works Supervisor, including any details of the problems described by customers.

3. Additional Resources

• CSCS should receive and shall convey to appropriate parties requests for additional personnel, material, supplies, and equipment from crews working at the site of a SSO.

4. Preliminary Assessment of Damage to Private and Public Property

• The response personnel shall not enter private property for purposes of assessing damage. It is the primary responsibility of the response personnel to contain sewage and attempt to clear any blockage in the collection system. Given consent by the private property owners, the Public Works Superintendent is responsible for entering private property taking the appropriate still photographs and/or video footage. If


possible, pictures should be taken of all indoor and outdoor areas the SSO has impacted. Thoroughly document the nature and extent of impacts. Available photographs are to be forwarded to Public Works Superintendent for documentation proposes.

5. Field Supervision and Inspection

• The Public Works Superintendent who is on call should visit the site of the SSO to ensure that provisions of this SSORP and other directives are met.

• The Public Works Superintendent is responsible for confirming that the SSO is documented correctly and that information conveyed to the SMIWM Division Administrator.

6. Coordination with Hazardous Material Response

• Upon arrival at the scene of a sewer overflow, should a suspicious substance (e.g., oil sheen, foamy residue) be found on the ground surface, or should a suspicious odor (e.g., gasoline) not common to the sewer system be detected, the CSCS or the response personnel should immediately contact their supervisor for guidance before taking further action.

• Should the supervisor determine the need to alert the hazardous material response team, the CSCS and/or personnel on the scene shall await the arrival of the City of Pasadena’s Hazardous Materials Personnel (COPHMP) to take over the scene.

• Remember that any vehicle engine, portable pump or open flame (e.g., cigarette lighter) can provide the ignition for an explosion or fire should flammable fluids or vapors be present. Keep a safe distance and observe cautiously until assistance arrives.

• Upon arrival of the COPHMP, the CSCS and/or Collection System Personnel will take direction from the person with the lead authority of that team. Only when that authority determines it is safe and appropriate for the CSCS and/or Collection System Personnel to proceed under the SSORP with the containment, clean-up activities and correction.

5.3 Overflow Correction, Containment, and Clean-Up Sanitary Sewer Overflows (SSO) of various volumes occur from time to time in spite of concerted prevention efforts. Spills may result from blocked sewers, pipe failures, or mechanical malfunctions among other natural or man-made causes. City of Pasadena is constantly on alert and should be ready to respond upon notification and confirmation of an SSO.

This section describes specific actions to be performed by the crews during an SSO.

The objectives of these actions are:

• To protect public health, environment and property from sewage overflows and restore surrounding area back to normal as soon as possible;


• To establish perimeters and control zones with appropriate traffic cones and barricades, vehicles or use of natural topography (e.g., hills, berms);

• To promptly notify the regulatory agency’s communication center of preliminary overflow information and potential impacts;

• To contain the sewer overflow to the maximum extent possible including preventing the discharge of sewage into surface waters; and

• To minimize the City of Pasadena’s exposure to any regulatory agency penalties and fines.

Under most circumstances, the City of Pasadena will handle all response actions with its own maintenance forces. They have the skills and experience to respond rapidly and in the most appropriate manner. An important issue with respect to an emergency response is to ensure that the temporary actions necessary to divert flows and mitigate or control the problem. For example, repair of a force main could require the temporary shutdown and diversion of the flow at an upstream location. If the closure is not handled properly, sewage system back-ups may create other SSO.

5.3.1 Responsibilities of Response Crew upon Arrival It is the responsibility of the first personnel who arrive at the site of a sewer overflow to protect the health and safety of the public by mitigating the impact of the overflow to the extent possible. Should the overflow not be the responsibility of City of Pasadena but there is imminent danger to public health, public or private property, or to the quality of waters of the U. S., then prudent emergency action should be taken until the responsible party assumes responsibility and provides actions. It should be noted that in case of emergency when public health, safety and welfare is jeopardized as declared by the Health Department, the following parties are empowered as Peace Officers to enter into private properties for immediate SSO response: Police Officers, Fire Fighters, City Engineer and/or Public Works Director, and Health Officials. Upon arrival at an SSO, the response crew should do the following:

• Determine the cause of the overflow, e.g. sewer line blockage, pump station mechanical or electrical failure, sewer line break, etc.;

• Once cause is determined, ownership of the problem needs to be identified.

• Identify and request, if necessary, assistance or additional resources to correct and/or contain overflow or to assist in the determination of its cause;

• Determine if private property is impacted. If yes, the dispatcher should be informed so that the Pasadena Health Department may be advised.

• Upon determination of private property being damage as a result of City of Pasadena collection system generated SSO, the CSCS will contact a water damage clean-up contactor to execute emergency clean up at city expense.

• Take immediate steps to stop the overflow, e.g. relieve pipeline blockage, manually operate pump station controls, repair pipe, etc. Extraordinary steps may be considered where overflows from private property threaten public health and safety (e.g., an overflow running off of private property into the public right-of-way);


• If the cause is determined to be private generated SSO, and the damage is limited to the property, upon request the CSCS may provide a list of contactors to assist with clean up and/or pipe clearance.

• If necessary, request additional personnel, materials, supplies, or equipment from Departments of Police, Fire and Health that will expedite and minimize the impact of the overflow, such as traffic diversion, crowd control, and street closure.

5.3.2 Initial Measures for Containment Initiate measures to contain the overflowing sewage and recover where possible sewage which has already been discharged, minimizing impact to public health or the environment.

• Determine the immediate destination of the overflow, e.g. storm drain, street curb gutter, body of water, creek bed, etc.;

• Identify and request the necessary materials and equipment to contain or isolate the overflow, if not readily available; and

• Take immediate steps to contain the overflow, e.g., block or bag storm drains, recover the sewage through vacuum truck and/or divert into downstream manhole, etc.

5.3.3 Additional Measures under Potentially Prolonged Overflow Conditions

In the event of a prolonged sewer line blockage or a sewer line collapse, a determination should be made to set up a portable by-pass pumping operation around the obstruction.

• Appropriate measures shall be taken to determine the proper size and number of pumps required to effectively handle the sewage flow.

• Continuous or periodic monitoring of the by-pass pumping operation shall be implemented as required.

• Regulatory agency issues shall be addressed in conjunction with emergency repairs.

5.3.4 Cleanup SSO sites are to be thoroughly cleaned after an overflow. No readily identified residue (e.g., sewage solids, papers, rags, plastics, rubber products) is to remain.

• Where practical, the area is to be thoroughly flushed and cleaned of any sewage or wash-down water. Solids and debris are to be flushed, swept, raked, picked-up, and transported for proper disposal.

• If necessary, Police Officers should be dispatched to assist street closure, traffic diversion, or crowd control.

• The overflow site is to be secured to prevent contact by members of the public until the site has been thoroughly cleaned.


• Where appropriate, the overflow site is to be disinfected and deodorized.

5.3.5 Sanitary Sewer Overflow Reporting and Tracking SSO documentation shall be completed by the CSCS, and reviewed by the Public Works Superintendent. Public Works Supervisor shall promptly notify the SMIWM Division Administrator when the overflow is eliminated. Information regarding the SSO should include the following:

1. Indication that the SSO had reached surface waters, i.e., all overflows where sewage was observed running to surface waters, or there was obvious indication (e.g. sewage residue) that sewage flowed to surface waters; and

2. Indication that the sewage overflow had not reached surface waters. Guidance in characterizing these overflows to include:

a. Sewage overflows to covered storm drains (with no public access) where personnel verify, by inspection, that the entire volume is contained in a sump or impoundment and where complete clean-up occurs leaving no residue.

b. Preplanned or emergency maintenance jobs involving bypass pumping if access by the public to a bypass channel is restricted and subsequent complete clean-up occurs leaving no residue (Any preplanned bypass under these circumstances will not be considered an overflow.); and

c. Overflows where observation or on-site evidence clearly indicates all sewage was retained on land and did not reach a surface water and where complete cleanup occurs leaving no residue.

3. Determination of the start time of the SSO by one of the following methods:

a. Date and time information received and/or reported to have begun and later substantiated by the CSCS or response crew;

b. Visual observation.

4. Determination of the stop time of the SSO by one of the following methods:

a. When the blockage is cleared or flow is controlled or contained; or

b. The arrival time of the CSCS or response crew, if the overflow stopped between the time it was reported and the time of arrival.

5. Visual observations, such as:

a. An estimation of the rate of sewer overflow in gallons per minute (GPM) by one of the following criteria:

b. Direct observations of the overflow; or

c. Measurement of actual overflow from the sewer main.


6. Determination of the volume of the sewer overflow:

a. When the rate of overflow is known, multiply the duration of the overflow by the overflow rate; or

b. When the rate of overflow is not known, investigate the surrounding area for evidence of ponding or other indications of overflow volume.

7. Photographs of the event, when possible.

8. Assessment of any damage to the exterior areas of public/private property. CSCS shall enter private property for purposes of estimating damage to structures, floor and wall coverings, and personal property.

5.4 Regulatory Agency Notification Plan The Regulatory Agency Notification Plan establishes procedures which the City of Pasadena shall follow to provide formal notice to the Office of Emergency Services and the Regional Water Quality Control Board as necessary in the event of SSO. The reporting criteria below explains to whom various forms of notification should be made, and lists agencies/individuals to be contacted.

The procedures for providing notification to the media of an SSO is responsibility of the City of Pasadena’s Public Information Officer. Internal notification and mobilization of personnel are detailed in Section 5.2 – Overflow Response Procedure.

Using data supplied during the verification process and updates from the CSCS or the response crew, the Pubic Works Superintendent shall prepare the initial and final SSO Reports which shall be reviewed, approved, and submitted by the Public Works Administrator or the Public Works Director’s designee. These reports shall be made available to those desiring additional information or written confirmation.

Written notification in a “hard copy” version should be made within 10 working days. The Department of Public Works will prepare written notification to the appropriate regulatory agencies and others of any confirmed SSO. The Public Works Director shall sign these notifications.

5.4.1 Immediate Notification When applicable, the City of Pasadena should notify all necessary local state and federal agency representatives to keep them abreast of immediate response actions and final corrective actions.

For any discharges of sewage that results in discharge into a drainage channel or a surface water, the Discharger shall, as soon as possible, but not later than two (2) hours after becoming aware of the discharge, notify the State Officer of Emergency Services, the local health officer or directors of environmental health with jurisdiction over affected water bodies, and the appropriate Regional Water Quality Control Board.


It also requires that as soon as possible, but no later than twenty-four (24) hours after becoming aware of the discharge to a drainage channel or a surface water, the Discharger shall submit to the appropriate Regional Water Quality Board a certification that the State Office or Emergency Services and the local health officer or director of environmental health with jurisdiction over the affected water bodies have been notified of the discharge.

The contact information for this reporting is as follows:

• Pasadena Public Health Department 626-744-6062

• Pasadena Fire Department 626-744-4288

• Office of Emergency Service 800-852-7550


Section 6: Fats, Oils, and Grease (FOG) Control Program

6.1 Background, Implementation, and Public Outreach The City of Pasadena addresses Fats, Oils, and Grease (FOG) control through the resources of multiple City departments. The City has historically been proactive in the control of FOG from commercial sources into its sewer system. Provisions for a FOG control program have existed in Chapter 13.24 of the City of Pasadena Municipal Code since 1950. These provisions were augmented by the adoption of Chapter 8.14 in 2002. Chapter 13.24 is provided in Appendix A while Chapter 8.14 is provided in Appendix C.

As described in Section 4 of this SSMP, the Department of Public Works provides prioritized cleaning and maintenance of the City’s sanitary sewer system. In addition, the City Engineer approves the location of grease interceptors. The Environmental Health Division (EHD) of the Department of Public Health (DPH) uses its inspection and enforcement resources to identify and monitor likely sources of FOG into the sewer system. This is accomplished by requiring and verifying the installation and use of grease interceptors or traps. The Department of Planning and Development (DPD) in conjunction with the Pasadena Public Health Department assists the DPH in the requirement and approval of the design of grease interceptors or traps through plan checking procedure.

The City is committed to informing its residents about the consequences of disposing of FOG into the sink. The most notable form of public outreach and education has been through the community newsletter, Pasadena in Focus.

The focus of the Order is to ensure that each agency has evaluated its need for a FOG program and if needed:

• adopt appropriate legal authority and design standards for the overall management of FOG,

• adopt the authority to inspect grease producing facilities and appropriate enforcement provisions,

• provide adequate staffing to inspect and enforce the FOG ordinance and program requirements, and

• identify areas of FOG concerns and develop appropriate source control measures.

The following sections are provided to document the City’s FOG program and identify additional activities or authorities as appropriate to meet the goals of the Order.

6.2 Disposal of FOG Fats, oils, and grease can be separated from other liquid waste using a grease interceptor or trap. Storage of the FOG is dependent on the device used. An interceptor is designed to store FOG in its tank. Grease interceptors are to be emptied as needed of stored FOG in order to maintain minimum design capacity. Facilities using grease traps should remove FOG from the


trap as frequently as necessary to maintain proper working condition. FOG removed from a grease trap should be stored in a leak-proof container until it is recycled. Removal of stored FOG from grease interceptors and traps for recycling should occur as often as needed to maintain a condition free of nuisance.

6.3 Legal Authority Original authority to control FOG in the sewer was established by Section 13.24.370 of the PMC which states that no oils shall be discharged into the wastewater system and no fats or grease except in quantities from domestic household waste shall be disposed of in the sewer system. This has been supplemented by Section 8.14.020 to further manage and control FOG disposal to minimize FOG-related O&M costs and potential SSOs.

6.4 Installation, Design, Maintenance, and Monitoring Requirements of Grease Removal Devices In accordance with 8.14.050-C of the PMC, all new restaurants have to submit to the DPH plans to install a grease interceptor for approval by the DPD and Pasadena Public Health Department. Such establishments may request a variance to allow for the installation of only a grease trap or an alternative pre-treatment technology. However, any installation must conform to the 1998 California Plumbing Code as described in Appendix C of this SSMP. The Plan Check Construction Guide for Commercial Food Facilities provides a prospective restaurateur with the appropriate city code and design guidelines for grease interceptors and traps (see Appendix D).

Interceptors are to be installed in a location that allows easy access for inspection, cleaning, and FOG removal. Underground tanks must have a minimum capacity of 750 gallons. Manholes, a minimum of 24-inch in diameter, are to be provided over each chamber and sanitary tee. These provisions and others are listed in Section 8.14.060, and the Plan Check Construction Guide in Appendix D.

Traps must have a minimum flow rate of 20 gallons per minute (gpm) and a maximum flow of 55 gpm. The temperature of the wastewater entering the trap shall be equal to or below 140 degrees Fahrenheit (60 degrees Celsius). These provisions and others are listed in Section 8.14.070.

Facilities open prior to strict enforcement of the FOG control program are required to install a grease interceptor or trap when that facility remodels, causes a FOG problem in the sewer into which the facility discharges, or when a public nuisance complaint is received.

As detailed in Section 8.14.110, some food service facilities are exempt from the FOG control program. These facilities sell or serve food, but either do not produce FOG waste or serve food prepared off-site. If in the future it is determined by the EHD that there is a FOG problem at such a facility, then the facility in violation will have to install a grease interceptor or trap. Domestic household FOG is also exempt from the FOG control program.


Inspection and maintenance records for a grease interceptor are to be maintained for three (3) years, be kept on site, and be made available for review by the Environmental Health Division Manager. Inspection is to be performed regularly.

6.5 Inspection and Enforcement Authority The City Engineer and chosen deputies are authorized under PMC Sections 13.24.130 and 13.24.140 as well as Section 8.14.080 to enforce the provisions in Chapters 13.24 and 8.14 which include installation and proper maintenance of grease traps and interceptors. These provisions are also jointly enforced by the Environmental Health Division Manager as stated in Section 8.14.080 of the PMC.

Currently, the EHD is charged with inspection and enforcement of grease traps and interceptors. The DPW now inspects the sewers for FOG problem areas. Inspection and cleaning of the sewers is discussed in Section 4 of this SSMP and FOG-specific programs are discussed in the following section.

6.6 Procedures to Identify and Clean FOG Prone Sewers In addition to the performance of annual maintenance of the City’s maintenance service areas, specific cleaning routes are performed to alleviate known operational and maintenance problems within the City’s sewer lines for areas that are impacted from known FOG discharges. Currently, the FOG cleaning route is performed every two to three months and totals approximately 90,000 linear feet. As shown previously on Figure 4-2, the city has identified existing FOG routes as well as other City’s maintenance areas for ongoing proactive cleaning. As discussed in Section 4 of this report, while the FOG and tree root intrusion areas comprise approximately 6% of the City’s sewer pipeline facilities, the balance of the system is also scheduled for ongoing methodical cleaning and video inspection.

6.7 Staffing There are two element of staffing that need to be considered under the Order. These include the need for adequate staffing to: a) perform routine operation and maintenance activities and b) inspect and enforce the FOG ordinance and program requirements. The City’s O&M program was evaluated during the conduct of the 2006 Master Sewer Plan and recommendations were provided to increase sanitary sewer staff to meet prescribed goals or levels of service for pipeline cleaning and video inspection. This evaluation included the need for staffing associated with FOG-related pipeline cleaning.

An area that needs additional assessment is the City’s current ability to meet staffing necessary to inspect and enforce the FOG ordinance and program requirements. For example, upon discovery of excessive grease build-up in the sewer through the citywide video inspection program, Department of Public Works can identify the suspected offender by the individual house connections and will notify the Health Department which has the authority to inspect, investigate, and issue citations to the offending parties. This element of the FOG assessment is currently underway by the City and will be fully implemented by the May 2, 2009 deadline as


established in the Order for agencies greater than 100,000 people. Upon completion of this activity, a final assessment of the City’s appropriate source control measures can be provided.


Section 7: Design and Performance Provisions (edit to app)

7.1 Standard Plans The City of Pasadena uses standard plans for the design of its sewer system. These plans, listed in Table 7-1 and reproduced in Appendix E, come from the City’s Public Works department, the Los Angeles County Department of Public Works, and the “Greenbook” Committee of Public Works Standards, Inc. (in conjunction with the American Public Works Association). The latter is a southern California committee of public works agencies and associations that collaborate to develop a set of Standard Plans for Public Works Construction. Appendix E provides a copy of the introduction to that plan set.

Table 7-1: Standard Plans

Plan Number Plan Title/Description

City of Pasadena – Public Works and Transportation Department

S-002 Substructure Legend

S-299 Supporting Water Pipes Encountered During Excavation Operations

S-301 Saddle for House Laterals (see LACoDPW 2024-0)

S-382 Pre-cast Sanitary Sewer Manhole (see APWA 200-2)

S-384 Manhole Reconstruction (see APWA 205-1)

S-407 Trench Compaction Requirements

S-416 Restoration of Asphalt Street Excavations

S-417 Restoration of Concrete Street Excavations

Standard Plans for Public Works Construction (American Public Works Association, APWA)

200-2 Precast Concrete Sewer Manhole (see CoP S-382)

202-1 Drop Manhole

203-1 Brick Sewer Manhole

205-1 Sewer Manhole Adjustment (see CoP S-384)

208-1 Breaking into Existing Manholes


Plan Number Plan Title/Description

223-1 House Connection Remodeling

224-1 Supports for Conduits across Trenches

630-2 610 mm (24”) Manhole Frame and Cover

Los Angeles County Department of Public Works (LACoDPW)

2024-1 Wye or Tee Support (see Appendix E)

2027-1 Allowable Trench Widths

3080-2 Pipe Bedding in Trenches

3090-1 Criteria for the Design of Shoring for Excavations

7.2 Standard Specifications The City of Pasadena uses the ”Greenbook” Standard Specifications for Public Works Construction (Standard Specifications). The City supplements these Standard Specifications with the Pasadena Supplements and Modifications to the “Greenbook” (Pasadena Supplements).

7.3 Standards for Installation, Rehabilitation and Repair Refer to the latest edition of the ”Greenbook” Standard Specifications for installation, rehabilitation, and repair standards. The Pasadena Supplements add to and in some cases, supersede the Standard Specifications. These Pasadena Supplements are provided in Appendix F.

7.4 Standards for Cleaning, Inspection, and Rehabilitation of Existing Facilities

Refer to the latest edition of the ”Greenbook” Standard Specifications for cleaning, inspection, rehabilitation and standards. The Pasadena Supplements add to and in some cases, supersede the Standard Specifications. These Pasadena Supplements are provided in Appendix G.


Section 8: System Evaluation and Capacity Assurance Plan

8.1 Requirements of the Order As matter of reference, it should be noted that many of the requirements of the Order for the evaluation of system capacity were performed during the conduct of the City’s 2006 master Sewer Plan. The elements of the Order to be completed by the City under this section are shown below:

System Evaluation and Capacity Assurance Plan: The City shall prepare and implement a capital improvement plan (CIP) that will provide hydraulic capacity of key sanitary sewer system elements for dry weather peak flow conditions, as well as the appropriate design storm or wet weather event. At a minimum, the plan must include:

(a) Evaluation: Actions needed to evaluate those portions of the sanitary sewer system that are experiencing or contributing to an SSO discharge caused by hydraulic deficiency. The evaluation must provide estimates of peak flows (including flows from SSOs that escape from the system) associated with conditions similar to those causing overflow events, estimates of the capacity of key system components, hydraulic deficiencies (including components of the system with limiting capacity) and the major sources that contribute to the peak flows associated with overflow events;

(b) Design Criteria: Where design criteria do not exist or are deficient, undertake the evaluation identified in (a) above to establish appropriate design criteria; and

(c) Capacity Enhancement Measures: The steps needed to establish a short- and long-term CIP to address identified hydraulic deficiencies, including prioritization, alternatives analysis, and schedules. The CIP may include increases in pipe size, I/I reduction programs, increases and redundancy in pumping capacity, and storage facilities. The CIP shall include an implementation schedule and shall identify sources of funding.

(d) Schedule: The Enrollee shall develop a schedule of completion dates for all portions of the capital improvement program developed in (a)-(c) above. This schedule shall be reviewed and updated consistent with the SSMP review and update requirements provided in other areas of the Order.

Review of the elements of the Order shown above suggests that the requirements of the SWRCB’s System Evaluation and Capacity Assurance Plan (SECAP) were performed and documented in the City’s 2006 Master Sewer Plan. For the purpose of this SSMP, a select set of key components are provided herein, with the balance of the Master Sewer Plan available as reference to demonstrate the breadth of the City’s compliance. This document, in combination with the City’s 2006 Master Sewer Plan, can be submitted as demonstration of the City’s compliance in accordance with the May 2, 2009 submittal requirements.


8.2 Pipeline Design/Capacity Criteria Design and capacity criteria were developed during the development of the 2006 Master Sewer Plan. These criteria were derived and applied to various existing and future peak dry and peak wet demand conditions. Since the City’s sewer collection system showed varying dry weather peak factors and varying response to wet weather (wet weather peak factors), some areas of the City were controlled or affected by peak dry weather conditions while other areas were controlled by peak wet weather flow. Accordingly, the City requires design and capacity factors that incorporate both flow scenarios. The following describes the City of Pasadena’s design and capacity criteria as provided in the Master Sewer Plan:

1. A pipe shall be considered to have insufficient operational capacity if the modeled PWWF in this pipe results in d/D >= 0.75

2. A pipe shall be considered to have insufficient operational capacity if the modeled PDWF in this pipe results in d/D >= :

a. 0.67 for all pipes greater than or equal to 15” in diameter

b. 0.60 for all pipes 12” in diameter

c. 0.55 for all pipes 10” in diameter

d. 0.50 for all pipes less than or equal to 8” in diameter

3. All pipes evaluated to have insufficient operational capacity will be designed to a d/D=0.50 for the PDWF scenario and to a d/D=0.67 for the PWWF scenario

4. Additionally, a minimum peak flow velocity of 2.0 fps at PDWF was derived to adequately scour the pipeline and prevent significant solids deposition. Pipelines in the system that do not develop adequate cleansing velocity are incorporated for priority status in the City’s pipeline cleaning program.

8.3 Pump Station and Force Main Design Criteria Similarly, the Master Sewer Plan developed criteria to enhance reliability. These criteria include the ability of the pump station to reliably pump the PWWF and wet well adequacy for pump cycling and are

1. Capacity - A pump station will be considered over capacity if it cannot pump the PWWF with one pump out of service and the remaining pumps operating at 75% of the station’s rated capacity.

2. Force Mains - the design criteria used for existing force mains is a maximum of 8 feet per second. For new facilities, a maximum of 5 feet per second should be considered.

3. Wet Well Adequacy - Wet well adequacy is analyzed in terms of maximum pump cycles per hour and is based on a maximum of six starts or cycles per hour.


8.4 Capital Improvement Program As derived in the City’s Master Sewer Plan, the City generally has adequate capacity in its sanitary sewer system to meet projected peak dry and wet conditions. However, the system evaluation did identify approximately 45,000 feet of pipelines that appeared to have insufficient capacity. These facilities were prioritized and grouped geographically into projects to facilitate efficient budgeting and scheduling over the next decade. A copy of the recommended Capital Improvement Program is provided in Appendix H.

To implement the Master Plan, the City has integrated the Master Plan findings in a subsequent sewer rate study so that adequate funds will be available to implement the Master plan findings and recommendations. The source of funds for these improvements is a combination of increased sewer use fees and newly implemented sewer facility charges received from new developments.


Section 9: Monitoring, Measurement and Program Modifications

9.1 Introduction This section summarizes the City’s activities that are proposed to monitor the implementation and effectiveness of the SSMP.

9.2 SSMP Requirements In accordance with the provisions of the Order, the City shall:

• Maintain relevant information that can be used to establish and prioritize appropriate SSMP activities;

• Monitor the implementation and, where appropriate, measure the effectiveness of each element of the SSMP;

• Assess the success of the preventative maintenance program;

• Update program elements, as appropriate, based on monitoring or performance evaluations; and

• Identify and illustrate SSO trends, including: frequency, location, and volume.

9.3 Monitor Implementation and Effectiveness of Elements of the Plan

To meet these requirements, the City must develop a select set of criteria that will monitor and measure the broad range of performance activities in managing and operating its sewer utility. Since there are a number of parameters that may be more appropriate for the City, these measures should be initially developed and evaluated during the program implementation to make sure it adequately monitors for the desired performance. The preliminary performance monitoring measures to be considered include:

• SSOs and estimated volume by cause; data to include:

§ Event date § Event location § Report date § Number of SSOs over the past 12 months, distinguishing between dry weather and

wet weather overflows § Volume of SSO that was contained in relation to total volume spilled § SSO impacts to public health, environment, and waters of the U.S. § Cause(s) of SSO § Average time to respond to SSO


§ Responses and corrective measures to prevent SSOs § Determination of any pattern of SSOs in the collection system

• Amount of time spent by operation and maintenance staff (full time equivalent or FTE) to clean, repair and monitor performance of a pipeline, manhole, pump station, and other sewer system assets

• Average time for maintenance staff to respond to a spill.

• Scheduled repairs and improvements based on system performance history and inspections (list).

• Emergency repairs (list) by cause.

• Interview collection system maintenance staff and management on the effectiveness of SSMP elements and recommend modifications and improvements

• Evaluate maintenance record reports

• Evaluate sewer system improvements and progress made or setbacks

• Evaluate industrial pretreatment program compliance and impacts due to non-compliance or modifications in discharges by industrial users

If SSO trend information and/or performance measures indicate the need for change, the program shall be updated to reflect those changes necessary to address the identified problem. These findings will be included as part of the ongoing reporting as described in Section 10.


Section 10: SSMP Program Audits

10.1 Regulatory Requirement To assure that each agency strives for continued improvement to manage and minimize sanitary sewer overflows, the SWRCB Order has established a provision that the City conduct periodic internal audits of its program. At a minimum, these audits must occur every two years and a report must be prepared and kept on file. It is the City of Pasadena’s intent to review the elements of the SSMP on a bi-annual basis.

10.2 Plan Audits/Updates The focus of this internal review or audit is to evaluate the effectiveness of the SSMP and the City’s compliance with the SSMP requirements. The audit shall include the identification of any deficiencies in the SSMP and the documentation of the steps and procedures to the City will take to correct them.

In accordance with the criteria established in Section 9 – Monitoring, Measurement, and Program Modifications, plan review will focus on the selected set of key performance measures that have been identified to indicate potential problem areas that may need improvement. If performance measures or the plan review indicate degradation in the performance of the City’s sewer system related to SSOs, then the SSMP will be revised to specifically address the issue causing the performance problem. These revisions will be incorporated with the City’s audit/update program activities.


Section 11: Communication Program

11.1 Regulatory Requirement As required by the Order, the City is to communicate with the public during the development and implementation of the SSMP. Additionally, the City is required to have a communication plan with the Los Angeles County Sanitation District (LACSD) as LACSD’s system provides much of the primary backbone or trunk system and provides local wastewater treatment services for Pasadena. These two components are addressed as follows:

11.2 Communication with Local Agencies The City communicates with interested local and regional parties as part of its ongoing sanitary sewer and storm water management programs. With the addition of the SSMP requirements, the City will communicate with the LACSD prior to plan finalization, at least one time per year, and prior to the submittal of any updates to the SWRCB. The City will also coordinate any changes with its local industrial waste pretreatment and/or FOG program with LACSD to enhance local source control efforts and improve local wastewater effluent as appropriate.

11.3 Communication with the Public The City has committed to communicate the development of the SSMP with the pubic. The City has presented the 2006 Master Sewer Plan in several public meetings and afforded the public an opportunity to comment on its findings level of service goals, O&M activities and staffing requirements, design criteria, capital improvement program (CIP) findings, and financial implications related to sewer use fees and capital facility charges. These Master Plan elements constitute approximately 90 percent of the components of this SSMP. In addition to this prior public involvement, the City may conduct up to two additional public meetings to increase public awareness should the need arises.

City of Pasadena - Sewer System Management Plan Draft Report Page A-1 \\irv2\projects\irv\2004\pasadena_0485010\report prep\ssmp\ssmp_appendices_6-12.doc

Appendix A: City of Pasadena Municipal Code Chapter 13.24 – Sewer Construction and Maintenance

13.24.010 Definitions.

For the purposes of this chapter, unless it is plainly evident from the context that a different meaning is intended, certain terms used herein are defined as follows:

A. “Approved” means approval by the city engineer, superintendent and chief engineer as the result of investigation and tests conducted by them, or by reason of accepted principles or tests by national authorities, technical or scientific organizations.

B. “Board” means the board of directors of the city of Pasadena.

C. “Boiler blow-off” means the condensed steam or hot water from a boiler when “blownoff” to remove scale and slime or “blown-down” from cleaning and repair.

D. “Cesspool” or “dry well” means an excavation in the ground which receives the discharge of a house sewer and which is constructed as required by Ordinance No. 3881.

E. “Chief engineer” means the chief engineer of the Los Angeles County sanitation districts or his authorized deputy or representative.

F. “Chimney” means a vertical section of a house sewer extending from a vertical tee or wye in the main sewer or from a long radius 1/4 bend set vertically in the house sewer at the property line and in either case suitably reinforced with concrete.

G. “City” means the city of Pasadena.

H. “City engineer” means the city engineer and superintendent of streets of the city of Pasadena, or his authorized representative or inspector.

I. “Domestic sewage” means sewage derived solely from residences, business buildings or institutions.

J. “Effluent” means partially or completely treated sewage flowing out of any sewage treatment device.

K. “House sewer” means that part of the horizontal piping beginning 24 inches from the exterior wall of the building or structure and extending to its connection with the public sewer or cesspool, or septic tank or sewage treatment plant through which is discharged domestic or industrial liquid waste.

L. “Industrial liquid waste” means any waterborne waste from a manufacturing process or industry, except domestic sewage and uncontaminated cooling water.

M. “Industrial liquid waste pretreatment plant” means any works or device for pretreatment of industrial liquid wastes prior to discharge into the public sewer.

N. “Inspector” means the authorized inspector, deputy, agent or representative of the city engineer, the superintendent or the chief engineer.

O. “Interceptor” means a device for retaining sand, silt, grit, mineral material, petroleum solvent, grease or oil by gravity-differential separation from waste effluent and of a design and capacity approved by the city engineer.


P. “Lot” means any piece or parcel of land bounded, defined or shown upon a plot or deed recorded in the office of the county recorder of Los Angeles County which conforms to the boundaries of such lot as shown upon such recorded map, plat or deed; provided, however, that in the event any building or structure covers more area than a lot as herein defined, the term “lot” shall include all such pieces or parcels of land upon which the building or structure is wholly or partly located.

Q. “Main sewer” means any sewer in which changes of alignment and grade occur only at manholes that provide access for cleaning and inspection. Such sewers are usually 8 inches or more in diameter.

R. “Ordinance” means an ordinance of the city of Pasadena.

S. “Person” means any individual, firm, copartnership, joint adventure, association, social club, fraternal organization, corporation, estate, trust, business trust, receiver, syndicate, municipality, district or other political subdivision, or any other group or combination acting as a unit and the plural as well as the singular number.

T. “Public sewer” means the main sewer or trunk sewer, constructed in a street, highway, alley, place or right-of-way dedicated to public use. “Public sewer” does not include house sewer.

U. “Reimbursement agreement” means a contract entered into between the city and any other person, firm, corporation, political subdivision, school district or other public or private entity, hereinafter called “contractor,” providing for the construction of sanitary sewer facilities by contractor and for the collection by city of a fee or charge for the connection with such sanitary sewer facilities by any other person, firm or corporation and for reimbursement to the contractor out of the proceeds of such charges.

V. “Running trap” means a depressed section of the house sewer constructed of fittings so as to create a water seal to prevent the passage of gas from the public sewer.

W. “Section” means a section of this chapter unless some other ordinance or statute is mentioned.

X. “Septic tank” means a structure for treating sewage before disposal in a cesspool, seepage hole or leaching system, constructed as required by Ordinance No. 3881.

Y. “Sewage” means the waterborne wastes from dwellings, kitchens, restaurants, institutions, stables, dairies, business buildings and other similar structures, but excluding any storm water, rainwater, surface water, ground water, roof or yard drainage.

Z. “Sewage pumping plant or ejector” means any works or device used to raise sewage from a lower to a higher level or to overcome friction in a pipe line.

AA. “Sewage treatment plant” means any works or device for treating sewage except any septic tank, settling tank or cesspool designed to dispose of domestic sewage from 1 lot.

BB. Shall and May. “Shall” is mandatory and “may” is permissive.

CC. Short Title. This chapter shall be known as the “sanitary sewer code” and may be cited as such.

DD. “Specifications No. 31” means specifications for the construction of street improvements including storm drains, sanitary sewers and appurtenances in the city of Pasadena, California, adopted by the board of directors March 30, 1926, and subsequent amendments thereto.


EE. “Superintendent” means the superintendent of building of the city or his authorized representative or inspector.

FF. “Tee” or “T” means a fitting for a branch, on which the spur joins the barrel of the pipe at an angle of approximately 90 degrees.

GG. “Trunk sewer” means a sewer under the jurisdiction of a public entity other than the city of Pasadena.

HH. “Wye” or “Y” means a fitting for a branch, on which the spur joins the barrel or the pipe at an angle of approximately 45 degrees. (Ord. 4845 § 1, 1967; Ord. 4170 § 1.01, 1950)

13.24.020 House sewer--Closing procedure.

Whenever the use of a house sewer is discontinued by reason of connection to another house sewer or by reason of moving, wrecking or burning of a building or for any other reason, such house sewer shall be sealed at the property line or easement line or at the public sewer. Whenever the city engineer finds that a house sewer has not been sealed as required herein, he shall serve notice and post the property and otherwise follow the provisions of Ordinance No. 3665, codified at Chapter 12.04, in lieu of Section 13.24.170. (Ord. 4170 § 4.01, 1950)

13.24.030 Enforcement of other provisions.

The city engineer may disconnect from the public sewer any industrial house sewer connection which is constructed or connected without permit or which is used contrary to the provisions of this chapter governing industrial liquid waste. The city engineer shall make every reasonable effort to notify the owner or occupant of the premises affected by any proposed disconnection and may grant a reasonable time for elimination of the violation. (Ord. 4170 § 4.02, 1950)

13.24.040 House sewer--Disconnection reimbursement.

Whenever a house sewer has been disconnected from the public sewer by the city engineer as provided in Section 13.24.030 for failure to comply with the provisions of this chapter, reconnection shall be made only upon issuance of a permit in writing therefore by the city engineer. Before such permit is issued, the applicant shall reimburse the city for the cost of the disconnection made, and the city engineer may require the installation of a manhole for the purpose of measuring the flow, or for making periodic tests of the wastes from such connection. (Ord. 4170 § 4.03, 1950)

13.24.050 House sewer--Repair reimbursement.

Whenever a house sewer connection permittee or any other person by reason of violation of this chapter causes obstruction, damage or destruction of a public sewer, he shall reimburse the city for the cost of flushing, cleaning, repairing and reconnection of such sewer made necessary by such violation within 30 days after the city engineer shall render an invoice for same. (Ord. 4170 § 4.04, 1950)


13.24.060 Charge for Y or T.

The city engineer shall make a charge of $7.50 for permission to connect a house sewer to a public sewer at a point where no special Y or T has been previously installed. (Ord. 5368 § 24, 1978; Ord. 4170 § 4.05, 1950)

13.24.070 Construction--Reimbursement agreements.

Whenever a contractor has been required by city to install off-site sanitary sewer facilities as a condition precedent to the issuance of a building permit, or as a condition precedent to the approval of a tentative or final subdivision or parcel map, and such contractor has at his own expense constructed such facilities in accordance with the requirements of city, and it is found by the city board of directors that such facilities will be for the benefit of or usable by other persons or properties in the city, the city board of directors may enter into a reimbursement agreement with such contractor whereby the city will collect from any other person using or connecting with such facilities within a period of 10 years from the dedication of such facilities to city for public use, a charge for making such connection. The amount of the charge made shall be the amount set forth in the reimbursement agreement. No such contract may be entered into unless the other contracting party agrees thereby to dedicate the said sanitary sewer facilities to the city for public use. (Ord. 4845 § 2 (part), 1967: Ord. 4170 § 4.055(a), 1950)

13.24.080 Construction--Reimbursement district established.

Upon the execution of such a contract, there shall be established a reimbursement district consisting of those properties that the city board of directors finds will be benefited by the facilities. Charges shall be levied only upon those persons desiring to connect to said sewer facilities whose property lies in whole or in part within the district. A map of the district shall be maintained in the office of the city clerk for examination by the public. There shall be indicated thereon the amounts or charges necessary to make connection with said sewer facilities and a reference to the contract establishing such charge. (Ord. 4845 § 2 (part), 1967: Ord. 4170 § 4.055(b), 1950)

13.24.090 Reimbursement district connection fees.

After the execution of a reimbursement agreement and the filing of the necessary reimbursement district map, no other person, firm or corporation shall connect to the sewer facilities indicated thereon without payment of the charges provided for in such agreement. No sewer connection permit shall be issued by any city or county department, officer or employee until the city clerk has certified that the payment has been made as required; provided, however, that no charge may be made unless and until said facilities have been dedicated to the city for public use; and provided further that no such charge shall be made after 10 years from the dedication of such facilities to city for public use have elapsed. (Ord. 4845 § 2 (part), 1967: Ord. 4170 § 4.055(c), 1950)


13.24.100 Sewer reimbursement fund.

There is created a sewer reimbursement fund in the city treasury and all charges made and received in accordance with reimbursement agreements shall be deposited in the fund to be transferred semi-annually to contractors, together with a description of properties for which the payments have been made. (Ord. 4845 § 2 (part), 1967: Ord. 4170 § 4.055(d), 1950)

13.24.110 Construction--Reimbursement agreement not required for city.

Nothing in this chapter shall be construed as requiring city to enter into any such reimbursement agreement even though it may have required the installation of off-site sanitary facilities, nor shall the city be liable for reimbursement of the cost of such facilities except from the proceeds of such charges. (Ord. 4845 § 2 (part), 1967: Ord. 4170 § 4.055(e), 1950)

13.24.120 Addition to connection charge.

If any of the costs and expenses of the construction of a public sewer is in excess of that portion which the city may have paid under the requirements of Section 3 of Article 9 of the Charter of the city either from its general funds or from moneys derived from a general bond issue, and is in excess of any amount which may have been paid by assessment of the property to pay such costs and expenses the city engineer shall, before issuing a permit to connect to said sewer, receive payment of an amount equal to $2.00 per front foot of the lot or parcel sought to be connected if the lot or parcel is rectangular and has an average depth of 100 feet or more. If the shape of the lot or parcel is other than the usual rectangular shape or unusual in area and the strict adherence to the above-mentioned provision would require a property owner to pay an amount not commensurate with the benefits to be received, the provisions of this section as to the amount to be charged may be modified as determined by the city engineer. (Ord. 4170 § 4.06, 1950)

13.24.130 Chapter administration.

The city engineer shall administer the provisions of this chapter unless otherwise specified herein, and for such purpose shall have the powers of a peace officer. (Ord. 4170 § 4.07, 1950)

13.24.140 Delegation of powers.

Whenever a power is granted to, or a duty is imposed upon the city engineer, or any other public officer, the power may be exercised or the duty may be performed by a deputy of said officer or a person authorized by said officer. (Ord. 4170 § 4.08, 1950)

13.24.150 Exceptions granted when.

The city engineer may grant an exception to any requirement of this chapter if he finds that literal compliance with such provision is impossible or impractical because of peculiar conditions in no way the fault of the person requesting such exception, and that the purposes of this chapter will be accomplished and public safety secured by an alternative construction or procedure. (Ord. 4170 § 4.09, 1950)


13.24.160 Exemptions designated.

Sewage treatment plants, and sewage pump plants under the jurisdiction of a county sanitation district are exempted from all the provisions of this chapter. (Ord. 4170 § 4.10, 1950)

13.24.170 Violation--Penalty.

Any person who violates any provisions of this chapter is guilty of a misdemeanor and upon conviction thereof shall be punishable by a fine not exceeding $500.00 or by imprisonment in the city jail for a period of not more than 6 months, or by both such fine and imprisonment. (Ord. 4170 § 4.13, 1950)

13.24.180 Violation--Continued.

Each day during which any violation of the provisions of this chapter continues shall constitute a separate offense punishable as provided in this chapter. (Ord. 4170 § 4.14, 1950)

13.24.190 Main sewers specifications.

A. All main sewers constructed under contract with the city shall meet the requirements of Specifications No. 31 unless otherwise specifically excepted.

B. All main sewers constructed by any person including a municipally owned public utility shall meet the requirements of Specifications No. 31 and Ordinance No. 3387, codified at Chapter 12.24. (Ord. 4170 § 2.01, 1950)

13.24.200 House sewers--Specifications.

A. All house sewers from the main sewer to the property line or easement line constructed under contract with the city shall meet the requirements of Specifications No. 31 unless otherwise specifically excepted.

B. All house sewers from the main sewer to the property line or easement line constructed by any person including a municipally owned public utility shall meet the requirements of Specifications No. 31 and Ordinance No. 3387 (Excavation Ordinance).

C. All house sewers from the property line to within 24 inches of the exterior wall of the building or structure shall meet the requirements of Ordinance No. 3881 (Plumbing Code). (Ord. 4170 § 2.02, 1950)

13.24.210 House sewers--Existing--Requirements.

The following requirements shall apply to existing house sewers:

A. If the construction of a new house sewer on a lot is to include any portion of an existing house sewer on such lot, such construction shall be included and accepted only when it meets all the requirements for new house sewers and is of a material acceptable to the superintendent or city engineer.


B. When it is found necessary to replace any portion of an existing house sewer between the street curb and lot line, all that portion of the house sewer between these limits shall be replaced to meet the requirements for new house sewers.

C. When it is found necessary to replace any portion of an existing house sewer between the curb and public sewer, all that portion of the house sewer between these limits shall be replaced to meet the requirements for new house sewers. (Ord. 4170 § 2.03, 1950)

13.24.220 House sewers--Trunk sewer connections.

All house sewers which are to be connected to a trunk sewer shall include a running trap, the type and location of which shall meet the approval of the city engineer and chief engineer. (Ord. 4170 § 2.04, 1950)

13.24.230 House sewers--Unnecessary bends or fittings.

All house sewers shall be laid by the most direct route feasible, free of pinched joints, changes of grade, or unnecessary bends or fittings. (Ord. 4170 § 2.05, 1950)

13.24.240 Excavations.

All excavations shall have sufficient width to allow proper workmanship and permit adequate inspection and shall be supported in the manner set forth in the rules, orders and regulations prescribed by the Industrial Accident Commission of the state. Sheet piling and other timbers shall be withdrawn in such a manner as to prevent caving of the walls of the excavation or disturbance of the sewer pipe. (Ord. 4170 § 2.06, 1950)

13.24.250 Y or T saddle.

A. The Y or T saddle shall be installed by cutting a hole in the main line sewer pipe and fitting the saddle snugly in place with heavy (12 gauge) galvanized asphalt painted iron wire bound around the main line pipe and the flange of the saddle. The Y saddle shall be placed in the side of the main line pipe with the Y branch upward at approximately 45 degrees from the horizontal and so as to direct the flow from the house connection sewer down stream into the main sewer. The T saddle shall be placed in the top of the main line sewer pipe. The T saddle shall be used only for the construction of a chimney pipe.

B. After the saddle is in place, an imbedment of cement concrete shall be placed under and around the main line sewer pipe and saddle as required for a standard chimney pipe in accordance with the standard plan on file in the office of the city engineer. The inside of the joint between pipe and saddle shall be pointed with 1:2 cement mortar. (Ord. 4170 § 2.07, 1950)

13.24.260 House sewer--Construction after street dedication.

No person shall connect or cause to be connected any sewer which has been, or may hereafter be, constructed in any street, highway, alley, right-of-way, or other public place prior to the dedication and acceptance of such street, alley, right-of-way or other public place by the board on behalf of the public, with any public sewer of the city, unless such sewer first mentioned shall


have been laid under the supervision and/or to the satisfaction of the city engineer and in accordance with all provisions of this chapter. (Ord. 4170 § 2.08, 1950)

13.24.270 Connections through adjoining property.

A. No connection from any building or other structure shall hereafter be made to any public sewer, if such connection or any portion thereof is in, under or upon any lot other than the lot on which such building or structure is located, except a house court or an auto trailer court.

B. If a lot or parcel of land requiring a sewer connection is so situated that access to the public sewer is not possible except across some other lot or parcel of land, a sewer connection may be placed in a recorded public easement which includes the right to lay and maintain such connection and is appurtenant to the lot or parcel of land to be served by such sewer connection.

C. Each building having separate frontage on a public street on which there is a public sewer must be separately connected to the public sewer. (Ord. 4170 § 2.09, 1950)

13.24.280 Connecting cesspools or septic tanks.

No person shall connect or cause to be connected any cesspool or septic tank to any public sewer or to any house sewer leading thereto. (Ord. 4170 § 2.10, 1950)

13.24.290 Abandoned cesspools, septic tanks, seepage holes or dry wells.

Upon connection of a house sewer to the public sewer, every septic tank, cesspool, seepage hole or dry well which was not constructed of brick or concrete as required by Ordinance No. 3881 as amended, and every dry pit privy hole which has been abandoned and discontinued from use, shall be backfilled solidly with earth to the satisfaction of the superintendent or engineer. (Ord. 4170 § 2.11, 1950)

13.24.300 Backwater traps and valves.

In every case where a plumbing outlet or plumbing fixture is installed or located below the elevation of the curb or property line, an approved type of backwater trap or an approved type of backwater sewer valve shall be installed between the outlet and the public sewer in such a manner as to prevent sewage from flowing back or backing up into any such outlet or plumbing fixture. Every such trap or valve shall be installed in the basement, or in a box or manhole of concrete, or cast iron, or other material approved by the superintendent so that it will be readily accessible at all times. The trap or valve shall be placed only in the drain line serving the fixtures that are located below the elevation of the above-mentioned curb or property line and no drainage from fixtures located above this elevation shall pass through such trap or valve. (Ord. 4170 § 2.12, 1950)


13.24.310 Interceptors--Capacity.

Every interceptor shall be of proper design and of an adequate size to prevent sand, silt, grit, mineral material, petroleum, solvent, grease or oil from entering the sewer. The size and design shall be as approved by the superintendent and city engineer. (Ord. 4170 § 2.13, 1950)

13.24.320 Interceptors--Residuum retention.

Every interceptor shall be so constructed and arranged that flowing wastes will not wash out or carry away any of the grease, sand or petroleum solvents previously collected in such interceptor. The city engineer may require screens to be placed in interceptors to prevent rags from entering the public sewer. (Ord. 4170 § 2.14, 1950)

13.24.330 Interceptors--Existing altered when.

Existing interceptors which are found upon inspection to be of inadequate size or of improper design shall be revised as directed by the city engineer within 30 days after notice upon penalty of immediate disconnection from the sewer and fined as provided in Section 13.24.170. Notice of inadequate interception facilities shall be given by registered mail and shall be deemed effective as of the 5th day after receipt of said notice. (Ord. 4170 § 2.15, 1950)

13.24.340 Interceptor--Special types.

In event a special type of interceptor is required to adequately protect the sewer, a competent engineer shall be retained to fully investigate the processes at the plant and provide adequate facilities for the retention of undesirable wastes by interceptors or other suitable means. The proposed design shall be submitted to the city engineer for his approval prior to installation and connection to the sewer. (Ord. 4170 § 2.16, 1950)

13.24.350 Interceptor--Testing.

The city engineer may adopt, in writing, such test requirements as he finds necessary to determine the collecting efficiency of various types and kinds of interceptors and to establish the rate of flow, grease or sand retention capacity or other rating thereof. The city engineer may revise from time to time, as he finds necessary, such test requirements. (Ord. 4170 § 2.17, 1950)

13.24.360 Construction of special structures.

All industrial liquid waste pretreatment plants, grease interceptors, sand interceptors, sewage treatment plants, sewage pumping plants or ejectors, septic tanks, cesspools, dry wells, dilution chambers and neutralization tanks shall be constructed in accordance with Ordinance No. 3881 (Plumbing Code) unless otherwise provided in this chapter. (Ord. 4170 § 2.18, 1950)


13.24.370 Discharge--Objectionable materials.

Except as otherwise provided by this section, it is unlawful to place, deposit or discharge or to cause, suffer or permit to be placed, deposited or discharged either directly or indirectly into any public sewer of this city or into any house sewer connection therewith in the city, or on or upon any street, alley or public place or on or upon any private property or any other place in the city in such manner that the same will be permitted to run into any such public sewer or house sewer, any of the following substances:

A. Any oil, petroleum, naphtha, liquid asphaltum or petroleum product, or any fatty matter, rags, sand, earth or stone dust;

B. Dead animals, fish, fruit or vegetable matter in any form except garbage deposited into the sanitary sewer system by means of garbage grinders as in this chapter provided;

C. Any refuse or industrial liquid waste other than domestic sewage that will not readily disintegrate in the sewage treatment plant or that will cause or tend to cause obstructions in the sewer system or the sewage treatment plant or interfere or tend to interfere with the efficient and successful operation of said system or said plant, or cause a potential hazard or objectionable odor;

D. Any chemicals or waste destructive to masonry;

E. Grease except in quantities commonly contained in domestic sewage;

F. Any effluent of a temperature exceeding 140 degrees Fahrenheit;

G. Any radioactive waste except where special permit has been granted by the city engineer and in type and amounts as specified from time to time by the city engineer. Permission to discharge radioactive waste shall be terminated immediately at the discretion of the city engineer if in his opinion the discharge constitutes or may constitute a public health hazard;

H. Any industrial waste including but not limited to mineral salts, molds, or wastes resulting from their manufacture and other products which will tend to sterilize activated sludge, trickling filter slimes, or slime growth on artificial or natural slow sand filters. (Ord. 4170 § 3.01(a), 1950)

13.24.380 Discharge--Corrosive and harmful wastes.

Before any person may discharge alkalis, acids or other corrosive or harmful wastes into the public sewer, he shall reduce the biochemical oxygen demand and control the pH to the extent which the city engineer finds adequate taking all circumstances into consideration. (Ord. 4170 § 3.01(b), 1950)

13.24.390 Discharge--Unlawful conduct.

Except as provided in Section 13.24.400, it is unlawful for any person to make or maintain any connection with any part of the public sewer for the purpose of discharging sewage or waste which contains any of such objectionable substances mentioned in this section. (Ord. 4170 § 3.01(c), 1950)


13.24.400 Discharge--Objectionable substances permit.

A. Whenever any person desires to make or maintain any connection with any part of the public sewer for the purpose of discharging sewage or waste which contains any of such objectionable substances, such person shall apply to the city engineer for a permit for said purpose. The permit shall be issued only when the city engineer is satisfied that an adequate intercepting appliance has been provided to prevent such objectionable substance or substances from entering the public sewer. The permit shall be issued only upon payment to the city engineer of the sum of $7.50 and shall expire 1 year after the date of its issuance.

B. The permit shall be revocable whenever it appears to the city engineer that the holder thereof has violated any provision of this chapter or when such intercepting appliance does not prevent such objectionable substance or substances from entering the public sewer. The permit shall be revoked by registered mail to the permittee at the address set forth in the permit. The permit shall be deemed revoked as of the 5th day after receipt of said notice.

C. It is unlawful for the holder of any permit issued pursuant to this chapter to fail to maintain such appliance in a satisfactory working condition.

D. Permits issued under this chapter shall be nontransferable.

E. Before granting a permit to any applicant to discharge any industrial liquid waste or industrial sewage into the public sewer, the city engineer shall determine either that the waste is one which will not damage or destroy the public sewer or cause an unwarranted increase in the cost of maintenance of the public sewer or retard or inhibit the treatment of the sewage, or is one that can be made acceptable by pretreatment. (Ord. 5368 § 25, 1978; Ord. 4170 § 3.01(d), 1950)

13.24.410 Requirements not applicable to certain persons.

The provisions of this chapter requiring the installation of adequate intercepting appliances and the obtaining of permits shall not apply to any person, firm or corporation maintaining a connection with the public sewer upon the effective date of the ordinance codified herein until the expiration of 60 days from said effective date. (Ord. 4170 § 3.01(e), 1950)

13.24.420 Rain and surface water prohibited.

No person shall connect or cause or permit to be connected any roof drain, yard drain or other conduit used for carrying off rain or surface water, with any public sewer or house sewer leading thereto. No person shall cause or permit any indirect connection to the public sewer or house sewer leading thereto by means of which rain or surface waters are permitted to enter the public sewer. (Ord. 4170 § 3.02, 1950)

13.24.430 Swimming pool and cooling system waters prohibited.

A. Unpolluted waters from refrigeration systems, air conditioning systems or industrial cooling operation shall be discharged into a storm sewer or dry well, except as provided in Ordinance No. 3881 (Plumbing Code).


B. Unpolluted waters from swimming pools shall be discharged into a storm sewer where such sewer is available or into a dry well where space and soil conditions permit the installation of a dry well. (Ord. 4170 § 3.03, 1950)

13.24.440 Stopping overflows into public sewers.

Whenever it comes to the attention of the city engineer that sewage is overflowing from any plumbing fixture which is below manhole grade in street or right-of-way due to the backing up of sewage in the public sewer, or due to pressure in the public sewer, or due to any cause whatsoever, except a temporary stoppage in any such plumbing fixture, the city engineer may order and require such plumbing fixture to be plugged up, or capped, or may require that a backwater trap or backwater sewer valve, required by Section 13.24.300 be installed to prevent such overflow. (Ord. 4170 § 3.04, 1950)

13.24.450 Discharge--Garbage allowed.

A. Garbage resulting from the preparation of any food or drink prepared and served or proposed to be served on the premises may be ground and discharged into the public sewer upon approval of the city engineer and the superintendent as to the fineness of content determined by an analysis made with United States Standard sieves and based on wet drained weights in accordance with the following:

1. Not less than 40% shall pass a No. 8 sieve; 2. Not less than 65% shall pass a No. 3 sieve; 3. Not less than 100% shall pass a 1/4 inch screen.

B. The method of discharge permitted under this section shall be by flushing with water directly into a trapped outlet into the house plumbing leading to the public sewer. The city engineer may limit the permissible quantity of garbage to be disposed of through garbage grinders. (Ord. 4170 § 3.05, 1950)

13.24.460 Automobile washing areas.

No person engaged in washing motor vehicles or other equipment, exclusive or incidental to any other business, shall permit any water or effluent from such operation to flow into any public sewer or house sewer unless the washing area is equipped with an approved interceptor. Such washing area shall be roofed over and shall be so constructed as to prevent any water from flowing over any street or public property or any storm or surface water from entering any public sewer. (Ord. 4170 § 3.06, 1950)

13.24.470 Cellar and shower drainage.

Cellar drains and showers in basements or yards shall be protected to prevent the admission of sand, detritus and storm or surface water into the public sewer, or into any house sewer leading thereto. When necessary, in the opinion of the city engineer or the superintendent such appurtenances shall be equipped with an approved interceptor. (Ord. 4170 § 3.07, 1950)


13.24.480 Steam exhaust and boiler blow-off.

No person shall cause, or permit the exhaust from any steam engine or the blow-off from any boiler to be discharged directly into any public sewer or into any house sewer leading thereto. Such exhaust or blow-off shall first be discharged into a watertight sump which may in turn be connected to the public sewer. (Ord. 4170 § 3.08, 1950)

13.24.490 Cesspools prohibited.

A. Any person owning, using or controlling any premises to which a public sewer is available shall connect to such sewer before the expiration of 12 months after such sewer becomes available to him.

B. This section shall not apply to persons owning, using or controlling premises which are located in territories which become annexed to the city on or after the effective date of the ordinance codified herein. Such persons, so long as they have a private sewage disposal system, must connect to such sewer before the expiration of 7 years after such sewer becomes available, or when the health department declares any such private sewage disposal system to be a health problem, whichever occurs sooner. In no case shall a new cesspool or other private sewage disposal system be constructed.

C. For the purpose of this section a public sewer shall be deemed available to any premises if it lies in the street, alley or easement abutting the premises. In the application of this section any rear portion of any lot, regardless of the matter of ownership, shall be deemed to be a part of the premises included within the lot as shown by the recorded subdivision of which it is a part. Should any sewer in front of any premises be of insufficient depth to serve the rear portion of such lot by gravity, any person desiring to install plumbing thereon shall make provision for conveying sewage therefrom to the public sewer by pumping or by transmission to some other public sewer, it being the intent hereof that when any portion of the city has been sewered, cesspools therein shall be prohibited, even though it may not be physically possible to provide gravity sewer service.

D. Failure to comply with the provisions of this section constitutes a public nuisance. (Ord. 4810 § 1, 1967: Ord. 4170 § 3.09, 1950)

3.24.500 Privies unlawful.

It is declared to be a nuisance and it is unlawful for any person to keep or maintain, or suffer or permit to be kept or maintained at or upon any premises in the city owned, occupied or controlled by him or it, any privy or dry closet for the reception of human excrement or fecal matter. (Ord. 4170 § 3.10, 1950)

13.24.510 Laundries connected.

It is declared to be a nuisance, and it is unlawful for any person to use or suffer or permit to be used in the city, for the purpose of a laundry or washhouse, any building or premises unless the same is connected with a public sewer, or to convey or suffer or permit to be conveyed any slops, wash water or refuse substance from any laundry or washhouse within the city into any sink, cesspool, pit or on the ground, or in any manner disposing of the same except by


conducting the same into a public sewer provided such sewer is available as stated in Section 13.24.490. Where no such public sewer is available, such wastes shall be discharged into a cesspool constructed according to Ordinance No. 3881. (Ord. 4170 § 3.11, 1950)

13.24.520 Flushing sewer connection needed when.

Every industrial waste pretreatment plant shall be equipped with an adequate fresh water supply easily available for diluting and flushing, and all sewer connections shall be thoroughly flushed after discharge of each batch of industrial liquid wastes. (Ord. 4170 § 3.12, 1950)

13.24.530 Industrial waste pretreatment facilities.

Every industrial waste pretreatment facility shall be adequately maintained to accomplish its intended purpose. Abandonment or failure to properly maintain such equipment shall be cause for immediate revocation of the industrial connection sewer permit and disconnection from the public sewer. (Ord. 4170 § 3.13, 1950)

13.24.540 Interceptor--Cleaning.

Every interceptor shall be cleaned by the operator thereof as often as necessary to prevent objectionable materials from entering the public sewer. (Ord. 4170 § 3.14, 1950)

13.24.550 Inspection of installations.

The city engineer, the superintendent or the chief engineer may make inspections at any reasonable time of all interceptors or other installations on any premises, and shall require that any such interceptor or other installation be used and maintained as required by this chapter, and be kept in a clean and sanitary condition, and may prosecute any person managing, operating or having control of any such premises, or portion thereof, for failing, refusing or neglecting to comply with the provisions of this chapter, using the penal provisions of this chapter for any such prosecution. (Ord. 4170 § 3.15, 1950)

13.24.560 Maintenance instructions.

The city engineer, the superintendent, or the chief engineer may inspect as often as he deems necessary, every sewage pumping plant, sewage treatment plant, industrial liquid waste pretreatment plant, house sewer, interceptor, dilution basin, neutralization basin, backwater trap or valve, or other similar appurtenances to ascertain whether such facilities are maintained and operated in accordance with the provisions of this chapter. All persons shall permit the city engineer, the superintendent or the chief engineer to have access to all such facilities at all reasonable times. (Ord. 4170 § 3.16, 1950)

13.24.570 Sewer removal or damage.

No person shall remove or cause to be removed, or damage or cause to be damaged, any portion of any public sewer, or any house sewer in a public easement, or use or cause to be used, or cause to be taken, any water from any sewer or flushing apparatus for any use whatever. (Ord. 4170 § 3.17, 1950)


13.24.580 Opening manholes for dumping purpose.

No person shall open or enter, or cause to be opened or entered, any manhole in any public sewer, to dispose of garbage or other deleterious substances, or storm or surface waters, or for any other like purpose. (Ord. 4170 § 3.18, 1950)

13.24.590 Dumping cesspool effluent.

Cesspool effluent which does not contain concentrations of industrial liquid wastes, oil, greases or other deleterious substances, may be dumped into certain specific manholes when permission in writing is secured from the city engineer. No person shall dump cesspool effluent in any manholes other than those designated by the city engineer, or do so without permission in writing. Such permission may be granted only upon application in writing by a person engaged in the business of disposing of such effluent. Such application shall state the street address of each location from which such effluent is to be obtained. The permit shall give the date and location of the manhole to be used. The city engineer may refuse to grant such permission to any person who fails to comply with provisions of this chapter. (Ord. 4170 § 3.19, 1950)

13.24.600 Cleaning manholes.

When cesspool effluent is dumped into a specified manhole under permission from the city engineer, it shall be discharged through a pipe or hose in such a manner that none of the effluent shall be left adhering to the sides or shelf of the manhole, and if any such effluent is inadvertently allowed to adhere to the sides or shelf of the manhole, the manhole shall be thoroughly cleaned with clear water. (Ord. 4170 § 3.20, 1950)

13.24.610 House sewer--Working order maintained.

All house sewers and appurtenances thereto, now existing or hereafter constructed, shall be maintained by the owner of the property served in a safe and sanitary condition, and all devices or safeguards which are required by this chapter for the operation thereof shall be maintained in good working order. (Ord. 4170 § 3.21, 1950)

13.24.620 Maintenance of plants, interceptors and other facilities.

A. The requirements contained in this chapter, covering the maintenance of sanitary sewage treatment plants, sewage pumping plants, industrial liquid waste pretreatment plants, dairy screen chambers, interceptors or other appurtenances, shall apply to all such facilities now existing or hereafter constructed. All such facilities shall be maintained by the owner thereof in a safe and sanitary condition, and all devices or safeguards which are required by this chapter for the operation of such facilities shall be maintained in good working order.

B. This section shall not be construed as permitting the removal or nonmaintenance of any devices or safeguards on existing facilities unless authorized in writing by the superintendent. (Ord. 4170 § 3.22, 1950)

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Appendix B: Preventive Maintenance Program

I. GENERAL INSPECTIONS

A. All Sewer Lines and Manholes (Semi-annually) 1. Ring and cover is sealed to manhole and level with adjacent pavement 2. Settlements over wastewater lines 3. Manhole interior for leakage 4. Flow conditions, surcharging or high water marks 5. Stoppages or restrictions 6. Presence of vermin or rodents 7. Indications of non-domestic sewage or industrial wastes 8. Odors

B. Pump Stations (Twice per Week) 1. Ongoing maintenance of the City’s sewer pump stations is provided by Multi-Tec, Inc. 2. Facility inspection daily to assure operational performance.

II. CLEANING

A. Sewer Lines 1. Scheduled (Annually or quarterly) based on previously recommended priorities and

frequencies 2. Unscheduled - Based on inspections or emergency situations

B. Pump Stations (Monthly) 1. Clean wet wells with Vactor truck and wash down walls

III. OTHER FUNCTIONS

A. Complaints and Emergencies 1. Provide a phone number that residents can use to report complaints and emergencies,

24 hour a day, 365 days a year. 2. Provide immediate response to emergency conditions and take corrective action. 3. Respond to general complaints within a 24 hour period. Take corrective action as

required.

B. Videotape Inspections 1. Perform video inspections of lines immediately following scheduled line cleaning

operations.

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2. Obtain a new system-wide assessment every five to seven years. 3. Maintain an inventory of deficiencies and replacements in GIS.

C. General Facilities Remediation 1. Repair sewer line 2. Perform routine pump station maintenance such as painting and mechanical repairs as

required.

D. Vermin and Rodent Control 1. Provided by Outside Contractor.

E. FOG Control Program 1. Expand FOG program to include additional corrective action and enforcement

procedures.

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Appendix C: City of Pasadena Municipal Code Chapter 8.14 – Grease and Oil Disposal Ordinance

8.14.010 Short title.

This chapter shall be known as the “grease and oil disposal” ordinance. (Ord. 6893 § 2 (part), 2002)

8.14.020 Finding and purpose.

The city council finds that sewage overflow released at inappropriate exit points releases contamination, creating public health risks and property damage. Cooking grease and oil from a heavy concentration of restaurants in a small area can enter the city’s sewer system. The purpose of this chapter is to regulate the disposal of food service establishment cooking greases so as to prevent blockages in the city’s sewer system caused by the collection of grease, thereby forcing raw sewage to escape through manhole covers, surface drainage systems or other inappropriate exit points. (Ord. 6893 § 2 (part), 2002)

8.14.030 Definitions.

As used in this chapter, the following terms have the meanings set forth below: A. “Best management practices” means activities, prohibitions of practices, maintenance

procedures, and other management practices as determined by the Public Health Department and the Public Works and Transportation Department to prevent or reduce the discharge of fats, oils and greases into the public sewer and storm drain systems.

B. “Fats, oils and greases” means organic polar compounds derived from animal and/or plant sources, containing multiple carbon chain triglyceride molecules, detectable and measurable using analytical test procedures established in Section 136 of Title 40 of the Code of Federal Regulations, as amended, hereafter sometimes referred to as “grease” or “greases.”

C. “Grease trap” means a device hooked directly to the outgoing drains of sinks and dishwashers, inside the restaurant near the food preparation areas, intended for separating the grease from the wastewater before it enters the sewer collection and treatment system.

D. “Grease interceptor” means a large underground tank installed outside the restaurant and connected to the restaurant’s outgoing sewer drainage system, designed for removing and preventing fats, oils, and grease from entering the sewer collection system.

E. “Food service establishment” means a facility engaged in preparing food for consumption by the public such as a restaurant, commercial kitchen, caterer, hotel, school, hospital, prison, correctional facility, or care institution, which prepares food by frying, baking, grilling, sauteing, broiling, rotisserie cooking, boiling, blanching, roasting, toasting, poaching, infrared heating, barbecuing, or any other method of food preparation that produces a hot, nondrinkable food product in or on a receptacle that requires washing.


F. “Minimum design capability” means the design features of a grease interceptor and the capacity or volume required effectively to intercept and retain grease from grease-laden wastewater discharged into the sewer collection and treatment system.

G. “Solid waste disposal” means disposing of small amounts of grease by wrapping the grease in paper or storing it in a container for disposal with the restaurant’s daily trash and garbage.

H. “Wastewater” means used or spent water from homes, communities, farms and businesses that contains enough harmful material to damage the water’s quality. Wastewater includes both the domestic sewage and industrial waste from manufacturing sources. (Ord. 6893 § 2 (part), 2002)

8.14.040 Public nuisance.

Any condition caused or permitted to exist in violation of the requirements of this chapter shall be deemed and is declared to be a public nuisance. (Ord. 6893 § 2 (part), 2002)

8.14.050 Food service establishment requirements.

All food service establishments which discharge wastewater into the city’s sewer collection and treatment system shall implement the following requirements:

A. Owners and employees of a food service establishment shall implement and be able to demonstrate compliance with the best management practices for handling fats, oils and grease.

B. Containers used for storage of fats, oils and grease shall be kept in leak-proof containers and shall be secured with close-fitting lids so as to minimize the creation of a nuisance condition. The storage container shall be kept in a location on the premises so that there is no possibility of an accidental or deliberate spillage of the waste onto the public right-of-way. All stored fats, oils, and grease shall be removed for recycling as frequently as may be necessary to prevent the creation of a nuisance. Spillage of any fats, oils and grease shall be removed and cleaned immediately.

C. All new food service establishments shall be required to submit to the Public Health Department plans outlining the manner in which they will comply with the grease interceptor requirements. All existing food service establishments which plan modifications in plumbing improvements, with a building permit evaluation of $20,000 or more, shall be required to include in the plan the manner in which they will comply with the grease interceptor requirements.

D. Food service establishments subject to the grease interceptor requirements (as outlined in subsection C above) may be granted a variance if the enforcement official determines that installation of a grease interceptor would be infeasible due to space constraints or other factors. The enforcement official may authorize the installation of a grease trap or other alternative pre-treatment technology where the installation of a grease interceptor is infeasible. The food service establishment shall bear the burden of demonstrating that the installation of a grease interceptor is infeasible.

E. All alternative pre-treatment technology shall be appropriately sized and approved by the enforcement official prior to installation. Alternate pre-treatment technology includes, but is not limited to, devices used to trap, separate and store grease from wastewater,


preventing it from being discharged into the city’s sewer collection and treatment system. (Ord. 6893 § 2 (part), 2002)

8.14.060 Grease interceptor requirements.

Grease interceptors shall conform with the following standards:

A. Grease interceptor sizing and installation shall conform to the requirements in the 1998 California Plumbing Code.

B. Grease interceptors shall be constructed in accordance with a design approved by the city engineer and shall have a minimum of two compartments with fittings designed for grease retention.

C. Grease interceptors shall be installed at a location easily accessible for inspection, cleaning, and removal of intercepted grease. The grease interceptor shall not be installed in any part of the building where food is handled. The location of the grease interceptor must be approved by the city engineer.

D. All such grease interceptors shall be serviced and emptied of accumulated waste contents as required in order to maintain minimum design capacity or effective volume. These devices must be inspected at least monthly.

E. Users who are required to main a grease interceptor shall provide for a minim hydraulic retention time in accordance with the 1998 California Plumbing Code, and remove any accumulated grease cap and sludge pocket as required.

F. Grease interceptors shall be kept free of inorganic solid materials such as grit, rocks, gravel, sand, eating utensils, cigarettes, shells, towels, rags, etc., which could settle into the sludge pocket and thereby reduce the effective volume of the device.

G. The grease interceptor user shall maintain a written record of inspection and maintenance for three (3) years. All such records shall be made available for on-site inspection by enforcement officials during all business operating hours.

H. Sanitary wastes shall not be allowed to be connected to sewer lines intended for grease interceptor service.

I. Users shall provide access manholes, with a minimum diameter of 24 inches, over each grease interceptor chamber and sanitary tee. The access manholes shall extend at least to finished grade and be designed and maintained to prevent water inflow or infiltration. The manholes shall also have readily removable covers to facilitate inspection, grease removal, and wastewater sampling activities. (Ord. 6893 § 2 (part), 2002)

8.14.070 Grease trap requirements.

Grease traps shall conform with the following standards:

A. Upon approval by the enforcement officials, a grease trap complying with the provisions in this section, shall be installed in the waste line leading from sinks, drains, and other fixtures or equipment in food service establishments where grease may be introduced into the drainage or sewage system in quantities that could effect line stoppage or hinder sewage treatment or private sewage disposal.


B. Grease trap sizing and installation shall conform to the requirements in the 1998 California Plumbing Code.

C. No grease trap shall be installed which has a stated rate flow of more than 55 gallons per minute nor less than 20 gallons per minute, except when specifically authorized by the enforcement officials.

D. Grease traps shall be maintained in efficient operating condition by periodic removal of the accumulated grease. No such collected grease shall be introduced into any drainage piping, or public or private sever.

E. No food waste disposal unit or dishwater shall. be connected to or discharge into any grease trap.

F. Wastewater in excess of 140 degrees Fahrenheit, or 60 degrees Celsius shall not be discharged into a grease trap. (Ord. 6893 § 2 (part), 2002)

8.14.080 Enforcement officials.

The provisions of this chapter shall be jointly enforced by the Environmental Health Division Manager and the city engineer. They or their authorized representatives are hereby authorized to make such inspections and take such actions, including lawful entry upon such premises, as may be required to enforce the provisions of this chapter. (Ord. 6893 § 2 (part), 2002)

8.14.090 Administrative hearing procedure.

When the enforcement officials determine that a food service establishment may be in violation of the provisions of this chapter, an administrative hearing may be scheduled to resolve the matter.

A. The owner of the food service establishment shall be issued a notice of administrative hearing at least ten (10) days before the scheduled hearing. The notice shall state the name and address of the property, the name of the owner of record, the nature of the alleged violation, the date, time and place of the hearing, and the enforcement official who shall hear the case.

B. Before the hearing commences; the enforcement official shall provide the food service establishment owner a copy of the staff report outlining the city’s inspection activities related to the alleged violation and a proposed abatement plan if the official determines that a public nuisance exists on the property.

C. The owner shall be permitted to submit evidence to rebut the existence of a violation caused by the food service establishment.

D. At the conclusion of the hearing, the enforcement official shall make a finding concerning the allegation of public nuisance. This shall be the final administrative decision in the matter and a written determination letter shall be mailed to the owner. (Ord. 6893 § 2 (part), 2002)


8.14.100 Violation and penalty.

It is declared unlawful and a misdemeanor for the owner, manager or other employee of a commercial or nonprofit food service establishment to violate any of the provisions of this chapter. Alternatively, the city may address violations of this chapter through the administrative citation process outlined in Chapter 1.26 of the code. The city manager shall appointment an administrative hearing officer regarding any disputed administrative citations issued pursuant to Chapter 1.26. (Ord. 6893 § 2 (part), 2002)

8.14.110 Exemptions.

The following entities shall be exempt from this ordinance: retail food markets such as supermarkets, convenience stores, liquor stores, juice and beverage bars, candy stores and snack shops; sandwich shops; and movie theaters. (Ord. 6893 § 2 (part), 2002)

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Appendix D: Excerpt from Plan Check Construction Guide for Commercial Food Facilities

Excerpts from the City of Pasadena’s comprehensive Plan Check Construction Guide for Commercial Food Facilities are provided in this section. The comprehensive document is available from the City as follows:

Pasadena Public Health Department

Environmental Health Division

1845 North Fair Oaks Avenue, Room 1200

Pasadena, California 91130

Phone (626) 744-6004

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Appendix E: Standard Plans

Standard plans included herein are per Table 7-1 in Section 7.1 of the SSMP.

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Appendix F: Standards for Installation, Rehabilitation and Repair

II-1.01 Scope of Work The work to be performed by the contractor is summarized in the Project Specifications. Such other items or details not mentioned in this section that are required by the Plans, Standard Specifications, or Project Special Provisions, shall be performed, placed, constructed, or installed, and the total contract bid price submitted shall include the cost of all such incidentals even though they are not specifically mentioned in the preceding description of work or in the Bidder’s Proposal.

II-2.01 Contract Plans and Standard Plans The details of the work for a given project are shown on the Contract Plans and associated Standard Plans and pertinent drawings. The Standard Plans available for use are listed in Table 7-1 in Section 7.1 of this SSMP. From these Standard Plans, the ones to be used on a given project are listed within this section.

II-3.01 Length of Contract All work in a given project shall be completed within the time frame specified in the Bidder's Proposal. Failure of the Contractor to complete the work within this time will result in the imposition of liquidated damages in accordance with Section II-3.03 of these Special Provisions.

The Contractor shall commence work within fifteen (15) calendar days after issuance of a Notice to Proceed and shall diligently prosecute the work to completion within the time provided in the Bidder's Proposal. The contract time shall commence upon the day on which work starts or on the fifteenth calendar day following the issuance of a Notice to Proceed, whichever shall occur first.

After completion of all work in this project, a final inspection will be performed by the Engineer for acceptance of the project. After acceptance of the work, a Notice of Completion will be recorded by the City in accordance with Section 3093 of the California Code of Civil Procedure.

II-3.02 Construction Schedule The Contractor shall provide to the City for review and approval, a detailed construction schedule for all work on this project. The schedule shall be submitted at least five (5) working days prior to the scheduled start of construction. No work shall begin until the schedule has been approved by the City and/or Engineer.

The construction schedule submitted should also reflect the any additional requirements which are to be listed in this section.

All sewer trenches shall be backfilled and compacted or plated at the end of the work day. Temporary bituminous (cold mix) resurfacing shall be placed and maintained in accordance with Section 306-1.5.1 of the Standard Specifications. The maximum length of open trench shall conform to the provisions of Section 306-1.1.2 of the Standard Specifications.

II-3.03 Liquidated Damages In accordance with Section 6-9 of the Standard Specifications and Section P-6-9 of the Pasadena Supplements, for each consecutive calendar day required to complete the work in


excess of the time specified in the contract documents for its completion, as adjusted in accordance with Section 6-6 of the Standard Specifications, the Contractor shall pay to the City, or have withheld from monies due it, a predetermined sum.

II-3.04 Extra Work Payment for extra work will be made in accordance with Section 3-3 of the Standard Specifications, as modified by Section P-3-3 of the Pasadena Supplements.

II-4.01 Traffic and Access Requirements All traffic control operations shall conform to the provisions of Section 7-10, "Public Convenience and Safety," of the Standard Specifications, Section P-7-10, "Public Convenience and Safety," of the Pasadena Supplements, and any additional requirements specific only to given project. Additional project-specific requirements include, but are not limited to, the following:

A. During non-working hours all traffic lanes shall be restored to full use.

B. Driveway access shall be maintained at all times, except during working hours when installing sewer pipes in front of driveways.

C. "NO PARKING" signs may be posted within or adjacent to the construction zone with the approval of the Engineer. "NO PARKING" signs shall contain a "TOW AWAY" warning. These signs shall be furnished and maintained by the Contractor and shall be of the type approved by the Engineer. Each sign posted shall have the date and time indicating the duration of the NO PARKING prohibition to be enforced printed clearly in a manner acceptable to the Engineer. New signs shall be posted when changes occur in the parking prohibitions indicated on the previously posted signs. Signs must be posted at least 24 hours in advance of construction to be enforced. Signs shall not be nailed into trees or taped to street lights or traffic signal poles.

D. Other street signing and traffic control devices conforming to the requirements of the “Manual of Uniform Traffic Control Devices with California Supplement (Latest edition)”, and/or as directed by the Engineer shall be installed and maintained by the Contractor. Other signage and devices include, but are not limited to, the Engineer may require flatter traffic tapers, additional traffic control devices, barricading, portable changeable message signs, and other signing in order to ensure driver awareness and safety in the construction area. Further, the Contractor shall provide Type II barricades and delineators at locations as determined by the Engineer.

E. Provide necessary protection devices on or around any open excavation or trench as directed by the Engineer. Trenches must be backfilled, compacted, and temporary paved or plated each day.

F. Coordinate impacts to bus stops and bus routes with affected transit agencies. Bus stops shall remain open and accessible at all times unless the affected transit agency has been notified of the necessary closure. Any required temporary relocation of bus stop facilities shall be at the cost of the Contractor.

G. Maintain local and emergency access at all times.


H. The Contractor shall submit traffic control or detour plan(s) in conformance with the “Manual of Uniform Traffic Control Devices with California Supplement (Latest edition)”and the above requirements. No construction shall commence until the City’s Transportation Department approves the traffic control or detour plan(s).

I. Payment for any traffic control or detour plan(s) prepared and all traffic control for a given project shall be deemed to be included in the various items in the Bidder’s Proposal and no additional payment shall be made therefore.

II-4.02 Notification of Utilities The provisions of Section 5 entitled “Utilities” of the Standard Specifications shall apply except as modified and supplemented below:

In order for utilities to have continuous access to their facilities, the Contractor shall be required to notify the Underground Service Alert – South (U.S.A.) by calling 1-800-422-4133 two working days in advance of the construction work. Paint indications for underground utilities shall be limited to only those areas to be constructed. The Contractor shall remove any painted marks that remain after the construction is complete as follows:

When placing markings on the pavement or other right-or-way areas to indicate the location of underground facilities, Contractors and/or utility companies are required to use a temporary water base marking chalk (‘AERVOE” brand available from Surveyor’s Services at (714) 546-0606 or approved equal) with a visibility life not to exceed three (3) weeks. In the event that a Contractor or utility company uses a non-approved marking material, it will be the responsibility of the Contractor to ensure the complete removal of all pavement markings remaining upon completion of the permitted work. If the Contractor fails to properly and completely remove all pavement markings, the City will affect the removal and bill for both direct and indirect costs as determined by the City Engineer to the Contractor.

II-4.03 Notification of Affected Residents The Contractor shall be responsible for distribution of the general information letter as prepared by the City to all affected residents.

Notification shall be at least 48 hours in advance and in accordance with Section P-7-10.1.1 of Pasadena Supplements and Modifications. No work on any street shall begin unless said notification has been made. The failure of the Contractor to strictly comply with the notification requirements may result in the Engineer initiating a suspension of work without time extension until the problem is resolved.

In addition to the above, a separate notification in writing shall be provided by the Contractor to any resident affected by a driveway or roadway closure due to the construction in this project. This driveway closure notification shall be issued to the affected resident at least five (5) working days in advance of any driveway or roadway closure. The general information letter notification shall be distributed simultaneously, unless previously distributed. If ordered by the Engineer, less notice may be required. This notification shall clearly indicate the beginning and duration of the said closure. Also, additional notifications may be required if necessary or so ordered by the Engineer.

All notification used on a given project shall be reviewed and approved by the Engineer prior to their issuance by the Contractor to affected residents. Also, a copy of each notification issued shall be provided to the Engineer.


II-5.01 Maintaining Sewer Service The necessity of keeping existing sanitary sewer facilities open for use requires the utmost cooperation and coordination of all concerned. The Contractor's schedule and sequence of work shall be such that construction proceeds at a reasonable rate and avoids undue risks that jeopardize the health and safety of the public.

The Engineer's approval of temporary diversion of sewer flow shall not relieve the Contractor of the responsibility for flooding, backups, or any other damages that result from the diversions.

The Contractor shall have on the job site at all times during the progress of the sanitary sewer work two (2) or more pumping systems. The pumping systems shall be maintained in good working order at all times together with adequate lengths of suction and discharge hose to allow pumping of sewage from one manhole to another if that becomes necessary to maintain service. Each pumping system shall have a minimum rated capacity sufficient to handle the maximum peak flow capacity (wet weather) for each pipe according to information listed in the table provided in the Project Specifications. If pumping is required on a 24-hour basis, engines shall be equipped in a manner to keep noise to a minimum. Pumping shall be done by the Contractor in such manner that will not damage public or private properties or create a nuisance or health menace. The pumped sewage shall be an enclosed hose or pipe and shall be reinserted in to the sanitary sewer system. Sewage shall not be allowed to flow in gutters, streets, or over sidewalks; nor shall any sewage be allowed to flow into storm drain inlets, culverts, or conduits. After the work has been completed, flow shall be restored to normal.

Payment for all work required to maintain sewer service as described above shall be included in the various bid items and no additional payment will be made therefore.

II-6.01 Sewer Construction The sewer system shall be reconstructed in accordance with the provisions of Sections 207-8 and 306 of the Standard Specifications, the Contract Plans and Standard Plans, and these Special Provisions.

II-6.02 Remove and Replace Sewer Pipe If a given project includes the removal of and replacement of sewer pipe, a summarization of the work will be provided in this section. A more detailed description will be provided in the Plans and Specifications of the project.

Payment for removing and replacing pipe will be made at the unit prices per lineal foot, and shall constitute full compensation for furnishing and installing the pipe, all fittings, and coupling, including trenching, de-watering (if necessary), pipe bedding, backfill, compaction, pipe supports, shoring and bracing, pavement removal and restoration, traffic striping and/or markings restoration, and incidental work necessary to install the pipe, complete in place.

II-6.03 Pipe Bedding/Backfill Pipe bedding material shall consist of imported crushed sands or gravels conforming to Section 306-1.2.1 of the Standard Specifications. Unless indicated otherwise on the Plans, the bedding for sewer pipes shall be installed as shown in LACDPW Standard Plan 3080-2, Case 2.

Any cobble, boulders, and soft, loose, or disturbed soil at the bottom of the trench shall be excavated and replaced with suitable bedding material.

Native soils may be used as backfill material above the pipe bedding zone. However, cobbles and boulders larger than six inches shall not be used as backfill.


If soil is imported for use as backfill, it shall meet the requirements of Section 306-1.3.5 of the Standard Specifications.

Payment for bedding and backfill shall be included in the unit prices paid per lineal foot for vitrified clay pipe and shall include full compensation for all labor, equipment, material, and incidentals required to install the imported bedding as well as the cost of haul away and disposal of the native material. All costs resulting from any excavation in excess of the trench width shown on LACDPW Standard Plan 2027-1 shall be borne by the Contractor.

II-6.04 Trench Backfill Trench backfill and compaction shall be done in accordance with the City of Pasadena Standard Plan S-407.

Payment for the trench backfill shall be included in the unit prices paid for vitrified clay pipe.

II-6.05 Pipe Supports The cost of pipe supports shall be included in the unit prices paid for the installation of vitrified clay pipe and no additional payment shall be made therefore. Water pipes shall be supported per City of Pasadena Standard Plan S-299. All other pipes shall be supported per APWA Standard Plan 224-1.

II-6.06 Shoring and Bracing Shoring and bracing shall be provided as required by Section 7-10.4.1 of the Standard Specifi-cations, P-306.1.1.6 of the Pasadena Supplements, and LACDPW Standard Plan 3090-1.

Payment for shoring and bracing shall be included in the unit prices paid for the vitrified clay pipe and no additional payment will be made therefore.

II-6.07 Pavement Removal and Restoration Asphalt concrete and concrete pavement shall be removed in accordance with Section 300-1.3.

Asphalt concrete pavement shall be restored in accordance with Section P-306-1.5.2 of the Pasadena Supplements and the City of Pasadena Standard Drawing S-416. Concrete pavement shall be restored in accordance with Section P-306-1.5.2 of the Pasadena Supplements and City of Pasadena Standard Drawing S-417.

Payment for concrete pavement removal and restoration shall be included in the unit prices paid for the vitrified clay pipe and no additional payment will be made therefore.

II-7.08 Sewer Manhole Adjustment The manhole adjustment shall be done in accordance with APWA Standard Plan 205-1. Manholes located within Portland Cement Concrete or asphalt concrete pavement shall be adjusted in accordance with Section 302-5.8 of the Standard Specifications. The frames and covers for manholes located within unimproved areas shall be raised to 2 inches above the adjacent grade.

The Contractor shall protect existing landscaping and private improvements from damage during construction. Any damage caused by the Contractor shall be repaired, to the Engineer's satisfaction at the expense of the Contractor. Heavy equipment such as backhoe or bulldozer shall not be used on the private properties.


A table of manholes to be adjusted to grade shall be provided. The unit price paid shall include full compensation for furnishing all labor, equipment, materials, and all incidentals to complete the work.

II-7.01 Remove and Reconstruct Sewer Manhole Floor Removal and reconstruction of sewer manhole floors shall be done in accordance with the invert grades shown on the Plans, and APWA Standard Plan 208-1.

The unit price paid to reconstruct sewer manhole floors shall constitute full compensation for all labor, equipment, and material required, including removing the manhole base, enlarging inlet and outlet connections by chipping a larger hole in the manhole wall and grouting the new pipe in place, reconstruction of channel and shelves, disposal of all resulting materials, maintaining sewer service, and any incidental work required to reconstruct the sewer manhole floor.

II-7.09 Replace Sewer Manhole Frame and Cover Manhole frames and covers shall be replaced in accordance with APWA Standard Plan 630-2, and set to grade wherever said items are disturbed during construction. A table of manhole frames and covers to be replaced and set to grade shall be provided.

The unit price paid shall include full compensation for furnishing all labor, equipment, materials, and all incidentals to complete the work.

II-7.10 Abandon Existing Sewer Manhole Work shall be done in accordance with Section 306-5 of the Standard specifications. The locations of the manholes to be abandoned shall be shown on the Plans.

The unit price paid shall include full compensation for furnishing all labor, equipment, materials, and all incidentals to complete the work.

II-7.11 Concrete Excavation Concrete excavation may be necessary to remove the damaged portion of sewer pipes. Concrete excavation shall include the removal of any unknown obstruction such as concrete encasement of the sewer pipe or subsurface obstacle. The removal of PCC curb, gutter, sidewalk, pavement, and spandrel shall not be included in this work and shall be paid per Sections II-7.01 of these Specifications. At the city’s discretion, the concrete excavation may be done by the contractor. No concrete excavation shall be undertaken by the contractor without prior approval of the City. Concrete Excavation shall be in done accordance with Section 300-1.3 of the Standard Specifications and Section P-300-2.1.1 of the Pasadena Supplements. Concrete excavation shall include removals of Portland Cement Concrete as deemed necessary and as directed by the Engineer.

If the City directs the contractor to perform Concrete excavation, payment for the work will be made either at the stipulated unit price submitted by the Contractor for the “concrete excavation” item on the Bidder’s Proposal; or at the discretion of the City, payment may be made on a time and material basis. The stipulated unit price per cubic yard for concrete excavation shall include profit, insurance, overhead, fringe benefits, taxes, travel time, and tools. Payment will be based on the stipulated unit price times the actual volume of concrete excavated.

II-7.02 Remove drop pipe and surrounding concrete The unit price paid to remove existing drop pipe and surrounding concrete as indicated on the Plans. It shall constitute full compensation for all labor, equipment, and material required, including eliminating the drop pipe by grouting the upper openings at the manhole wall, removal


of the drop pipe and all surrounding concrete around the drop pipe, disposal of all resulting materials, chipping a larger hole at the bottom of the manhole wall and grouting the new pipe in place, maintaining sewer service, and any incidental work required to reconstruct the sewer manhole floor.

II-8.01 Remodel House Connection Sewer House connection sewer shall be remodeled in accordance with APWA Standard Plan 223-1. The “Case” shall be determined in the field by the Engineer at the time of construction.

The unit price paid per linear foot for remodeling house connection sewer shall include full compensation for furnishing all labor, equipment, materials, and incidentals, including excavat-ing, shoring and bracing, cutting, reconnection, backfill, trench compaction, and asphalt or concrete street removal and restoration work. Payment shall be made based on the actual length of house connection remodeled with a minimum payment for five (5) feet when the actual length is less than five (5) feet at each location.

II-7.07 Reconnect House Connection Sewer House connection sewers shall be reconnected in accordance with City of Pasadena Standard Drawing S-301.

Payment for the reconnection of all house connection sewers shall be included in the various unit prices paid for vitrified clay pipes, and shall constitute full compensation for all labor, equipment, material required, and incidentals including excavation, shoring and bracing, cutting, backfill, trench compaction and asphalt or concrete street removal and restoration work. No additional payment will be made therefore.

II-9.01 Refurbishment of Traffic Striping Traffic striping shall include repainting any obliterated or damaged striping. All permanent striping shall conform to Sections 210-1.6 and 310-5.6 of the Standard Specifications and Sections P-210-1.6 and P-310-5.6 of the Pasadena Supplements.

All “cat tracking” shall be laid out on each street and approved by the Engineer prior to installation of the permanent striping. All permanent striping and pavement markings shall receive two coats of paint, and shall be installed per applicable City of Pasadena Standard Plans. The second application of paint shall take place no sooner than seven calendar days after the first application.

Payment for refurbishment of traffic striping shall be included in the various bid items and no additional payment will be made therefore.

City of Pasadena - Sewer System Management Plan Draft Report Page G-1 \\irv2\projects\irv\2004\pasadena_0485010\report prep\ssmp\ssmp_appendices_6-12.doc

Appendix G: Standards for Inspection and Testing of New and Rehabilitated Facilities

II-1.01 Scope of Work Typical work consists of pre-relining cleaning, pre-lining and post-lining video inspections, installation of pipe liner, reopening of existing house connections, and miscellaneous appurtenant work.

The work to be performed by the contractor is summarized in the Project Specifications. Such other items or details not mentioned in the Bid Package description of work that are required by the Plans, Standard Specifications, or Project Special Provisions, shall be performed, placed, constructed, or installed, and the total contract bid price submitted shall include the cost of all such incidentals even though they are not specifically mentioned in the Bid Package description of work or in the Bidder’s Proposal.

II-2.01 Contract Plans A summary of all the work locations and details is to be provided in a table as Exhibit “A”. The details of the work are to be shown on various Pasadena sewer plan and profile sheets included in Exhibit “B”. The citywide work locations are to be shown on a vicinity map as Exhibit “C”.

II-3.01 Length of Contract All work in a given project shall be completed within the time frame specified in the Bidder's Proposal. Failure of the Contractor to complete the work within this time will result in the imposition of liquidated damages in accordance with Section II-3.03 of the Special Provisions.

The Contractor shall commence work within fifteen (15) calendar days after issuance of a Notice to Proceed and shall diligently prosecute the work to completion within the time provided in the Bidder's Proposal. The contract time shall commence upon the day on which work starts or on the fifteenth calendar day following the issuance of a Notice to Proceed, whichever shall occur first.

After completion of all work in this project, a final inspection will be performed by the Engineer for acceptance of the project. After acceptance of the work, a Notice of Completion will be recorded by the City in accordance with Section 3093 of the California Code of Civil Procedure.

II-3.02 Construction Schedule The Contractor shall provide to the City for review and approval, a detailed construction schedule for all work on this project. The schedule shall be submitted at least five (5) working days prior to the scheduled start of construction.

The construction schedule shall be approved by the Engineer before any work shall begin.

II-3.03 Liquidated Damages In accordance with Section 6-9 of the Standard Specifications and Section P-6-9 of the Pasadena Supplements, for each consecutive calendar day required to complete the work in excess of the time specified in the contract documents for its completion, as adjusted in accordance with Section 6-6 of the Standard Specifications, the Contractor shall pay to the City, or have withheld from monies due it, a predetermined sum.


II-3.04 Extra Work Payment for extra work will be made in accordance with Section 3-3 of the Standard Specifications (Greenbook), as modified by Section P-3-3 of the Pasadena Supplements and Modifications to the Greenbook.

II-4.01 Hours of Operation Sewer cleaning, television inspection and relining work may be done between the hours of 9:00 p.m. and 7:00 a.m. to take advantage of low flow conditions. Where high daytime flows are encountered, the television inspection shall be done at night in order to comply with Section II-9.01 of these Specifications.

II-4.01 Traffic and Access Requirements All traffic control operations shall conform to the provisions of Section 7-10, "Public Convenience and Safety," of the Standard Specifications, Section P-7-10, "Public Convenience and Safety," of the Pasadena Supplements, and any additional requirements specific only to given project. Additional project-specific requirements include, but are not limited to, the following:

A. During non-working hours all traffic lanes shall be restored to full use.

B. Driveway access shall be maintained at all times, except during working hours when installing sewer pipes in front of driveways.

C. "NO PARKING" signs may be posted within or adjacent to the construction zone with the approval of the Engineer. "NO PARKING" signs shall contain a "TOW AWAY" warning. These signs shall be furnished and maintained by the Contractor and shall be of the type approved by the Engineer. Each sign posted shall have the date and time indicating the duration of the NO PARKING prohibition to be enforced printed clearly in a manner acceptable to the Engineer. New signs shall be posted when changes occur in the parking prohibitions indicated on the previously posted signs. Signs must be posted at least 24 hours in advance of construction to be enforced. Signs shall not be nailed into trees or taped to street lights or traffic signal poles.

D. Other street signing and traffic control devices conforming to the requirements of the “Manual of Uniform Traffic Control Devices with California Supplement (Latest edition)”, and/or as directed by the Engineer shall be installed and maintained by the Contractor. Other signage and devices include, but are not limited to, the Engineer may require flatter traffic tapers, additional traffic control devices, barricading, portable changeable message signs, and other signing in order to ensure driver awareness and safety in the construction area. Further, the Contractor shall provide Type II barricades and delineators at locations as determined by the Engineer.

E. Provide necessary protection devices on or around any open excavation or trench as directed by the Engineer. Trenches must be backfilled, compacted, and temporary paved or plated each day.

F. Coordinate impacts to bus stops and bus routes with affected transit agencies. Bus stops shall remain open and accessible at all times unless the affected transit agency has been notified of the necessary closure. Any required temporary relocation of bus stop facilities shall be at the cost of the Contractor.


G. Maintain local and emergency access at all times.

H. The Contractor shall submit traffic control or detour plan(s) in conformance with the “Manual of Uniform Traffic Control Devices with California Supplement (Latest edition)”and the above requirements. No construction shall commence until the City’s Transportation Department approves the traffic control or detour plan(s).

I. Payment for any traffic control or detour plan(s) prepared and all traffic control for a given project shall be deemed to be included in the various items in the Bidder’s Proposal and no additional payment shall be made therefore.

II-4.02 Notification of Utilities The provisions of Section 5 entitled “Utilities” of the Standard Specifications shall apply except as modified and supplemented below:

In order for utilities to have continuous access to their facilities, the Contractor shall be required to notify the Underground Service Alert – South (U.S.A.) by calling 1-800-422-4133 two working days in advance of the construction work. Paint indications for underground utilities shall be limited to only those areas to be constructed. The Contractor shall remove any painted marks that remain after the construction is complete as follows:

When placing markings on the pavement or other right-or-way areas to indicate the location of underground facilities, Contractors and/or utility companies are required to use a temporary water base marking chalk (‘AERVOE” brand available from Surveyor’s Services at (714) 546-0606 or approved equal) with a visibility life not to exceed three (3) weeks. In the event that a Contractor or utility company uses a non-approved marking material, it will be the responsibility of the Contractor to ensure the complete removal of all pavement markings remaining upon completion of the permitted work. If the Contractor fails to properly and completely remove all pavement markings, the City will affect the removal and bill for both direct and indirect costs as determined by the City Engineer to the Contractor.

II-4.03 Notification of Affected Residents/Businesses The Contractor shall be responsible for distribution of the general information letter as prepared by the City to all affected residents.

Notification shall be at least 48 hours in advance and in accordance with Section P-7-10.1.1 of Pasadena Supplements and Modifications. No work on any street shall begin unless said notification has been made. The failure of the Contractor to strictly comply with the notification requirements may result in the Engineer initiating a suspension of work without time extension until the problem is resolved.

In addition to the above, a separate notification in writing shall be provided by the Contractor to any resident affected by a driveway or roadway closure due to the construction in this project. This driveway closure notification shall be issued to the affected resident at least five (5) working days in advance of any driveway or roadway closure. The general information letter notification shall be distributed simultaneously, unless previously distributed. If ordered by the Engineer, less notice may be required. This notification shall clearly indicate the beginning and duration of the said closure. Also, additional notifications may be required if necessary or so ordered by the Engineer.


All notification used on a given project shall be reviewed and approved by the Engineer prior to their issuance by the Contractor to affected residents. Also, a copy of each notification issued shall be provided to the Engineer.

II-7.01 Existing Sewer Tapes Video tapes of the sewers to be relined were made in 2004 and 2005. These tapes, and logs of these tapes, are available for review at City of Pasadena Department of Public Works during normal working hours.

II-8.01 Sewer Line Cleaning Cleaning of the sewer lines shall be done in accordance with Section 500-1.1.4 of the Standard Specifications.

Protection of Existing Facilities The Contractor shall ensure that the cleaning equipment does not damage or cause flooding of public or private property. Care shall be exercised to prevent pipe damage.

Cleaning Procedure A minimum of two passes shall be made with the hydrocleaning equipment. Cleaning shall continue until the pipeline is restored to a minimum of 95 percent of the original diameter for all vitrified clay pipes. Obstructions, including, but not limited to roots, large offset joints, rocks, or other debris that could prevent passage or cause damage to the liner sections shall be removed. Procedures for root removal shall include using rodding machines, bucket machines, root cutters, porcupines, pigs, and high-velocity jet cleaners as necessary to remove roots.

Material Removal All sludge, dirt, sand, rocks, grease, and other solid or semi-solid material resulting from the cleaning operation shall be removed at the downstream manhole of the reach being cleaned. Passing material from sewer reach to sewer reach which could cause line stoppages or accumulations of sand in manholes shall not be permitted.

Material Disposal All solids or semi-solids resulting from the cleaning operations shall be removed from the site and disposed of at a suitable sanitary landfill site as defined by Titles 22 and 23 of the California Administrative Code. All materials shall be removed from the site no less often than at the end of each workday. Under no circumstances will the Contractor be allowed to accumulate debris at the work site beyond a single workday, except in totally enclosed containers and as approved by the City.

Payment for Cleaning Payment for cleaning sewer pipe shall be made at the contract unit prices for the various pipe sizes, shall be based on the actual length of the pipe between manholes, and shall constitute full compensation for furnishing all labor, materials, equipment, and incidentals required to complete the sewer cleaning.

II-9.01 Television Inspection Closed Circuit Television (CCTV) inspection shall be done both after the sewer pipe cleaning and after the relining process. CCTV shall be done in accordance with Section 500-1.1.5 of the Standard Specifications. Pan-and-tilt cameras are the only video camera system allowed to perform such operation, except for pipes smaller than 6-inches in diameter.


Inspection When the depth of flow in the sewer reach being televised is above the maximum allowable for television inspection, the Contractor shall reschedule the inspection for non-peak nighttime hours.

The maximum depth of flow for television inspection for the respective pipe sizes as measured in the manhole is as follows:

Pipe Size in Inches Maximum Depth of Flow in Inches

6 1.20

8 1.60

10 2.00

12 3.00

15 3.75

18 4.50

For pipe sizes between tabulated values the maximum depth of flow for the next larger pipe size shall apply.

Whenever non-remote powered and controlled winches are used to pull the television camera through the line, telephones, radios, or other suitable means of communication shall be set up between the two manholes of the reach being inspected to ensure that adequate communication exists between members of the crew.

The importance of accurate distance measurements is emphasized. Footage measurements shall begin at the centerline of the upstream manhole unless otherwise authorized. Footage measurements shall be shown on the video data view at all times.

Measurement and Payment Measurement may be made on either the footage counter of the tape, or the footage counter on the cable, and shall be based on the actual length of pipe televised. Payment for both pre-lining and post-lining video inspections shall be made at the contract unit price per linear foot, which price shall constitute full compensation for all labor, materials, and equipment required to complete the television inspection.

II-10.01 Maintaining Sewer Service The necessity of keeping existing sanitary sewer facilities open for use requires the utmost cooperation and coordination of all concerned. The Contractor's schedule and sequence of work shall be such that construction proceeds at a reasonable rate and avoids undue risks that jeopardize the health and safety of the public.

The Engineer's approval of temporary diversion of sewer flow shall not relieve the Contractor of the responsibility for flooding, backups, or any other damages that result from the diversions.


The Contractor shall have on the job site at all times during the progress of the sanitary sewer work two (2) or more pumping systems. The pumping systems shall be maintained in good working order at all times together with adequate lengths of suction and discharge hose to allow pumping of sewage from one manhole to another if that becomes necessary to maintain service. Each pumping system shall have a minimum rated capacity sufficient to handle the maximum peak flow capacity (wet weather) for each pipe according to information listed in the table provided in the Project Specifications. If pumping is required on a 24-hour basis, engines shall be equipped in a manner to keep noise to a minimum. Pumping shall be done by the Contractor in such manner that will not damage public or private properties or create a nuisance or health menace. The pumped sewage shall be an enclosed hose or pipe and shall be reinserted in to the sanitary sewer system. Sewage shall not be allowed to flow in gutters, streets, or over sidewalks; nor shall any sewage be allowed to flow into storm drain inlets, culverts, or conduits. After the work has been completed, flow shall be restored to normal.

Payment for all work required to maintain sewer service as described above shall be included in the various bid items and no additional payment will be made therefore.

II-11.01 Pipe Liner Pipe liner shall be any type from the following list per applicable requirements in the Standard Specifications:

A. Cured-In-Place Pipe (CIPP) Liner in accordance with Section 500.1.4 of the Standard Specifications.

B. Deformed/Re-formed HDPE Pipe Liner in accordance with Section 500.1.7 of the Standard Specifications, with SDR 32.5 for pipe stiffness.

C. Folded and Re-formed PVC Pipe Liner in accordance with Section 500.1.10 of the Standard Specifications, with SDR 35 for Type A and with SDR 32.5 for Type B.

D. Machine Spiral Wound Polyvinyl Chloride (PVC) Pipe Liner in accordance with Section 500.1.13 of the Standard Specifications.

Payment for pipe liner shall be based on the unit prices paid per lineal foot for various diameter pipes and shall include full compensation for all labor, equipment, material, and any appurtenant work.

II-12.01 Reopen House Connection Upon completion of the installation of pipe liner, the Contractor shall reopen all existing active sewer house connections in accordance with Section 500.1.1.7(a) of the Standard Specifications. The Contractor is responsible for determining the exact number and locations of all active house connections. The default assumption shall be active for any uncertain house connections or openings.

Sewer connections to all businesses shall be operational during normal business hours; sewer connections to all residences shall be operational between the hours of 6:00 a.m. and 10:00 p.m.; and sewer connections to all restaurants and bars shall be operational from one half hour before opening time to one half hour after closing time.


II-13.01 Final Pipe Inspection The Contractor shall provide the City a video tape inspection of the complete lining work including the reopening of the sewer house connections. The video shall have voice description of pipe and dated with incremented footage markings. If any material or workmanship defects are discovered during the inspection, the Contractor shall be responsible for the repair with the Engineer's approval on the repair procedure at no cost to the City. Payment for the final video tape inspection shall be included in the unit price paid per lineal foot per Section II-9.01 of these Specifications and no additional payment for this work shall be made therefore.

EXAD EXPD EXPW FUAD FUPD FUPWd/D d/D d/D d/D d/D d/D DIA (in) d/D DIA (in) d/D DIA (in) d/D DIA (in) d/D

14061042 1406-115 1406-119 150 PATRICIAN WAY 1 N SAN RAFAEL AVE 8 235 1 4 12 $301 $70,645 VCP Continuity 0.15 0.19 0.67 0.16 0.21 0.68 0 0.00 0 0.00 0 0.00 0 0.0014061051 1406-120 1406-123 1 N SAN RAFAEL AVE 126 PATRICIAN WAY 8 381 1 4 12 $301 $114,621 VCP Continuity 0.15 0.18 0.65 0.16 0.20 0.66 0 0.00 0 0.00 0 0.00 0 0.0014061052 1406-119 1406-120 1 N SAN RAFAEL AVE 1 N SAN RAFAEL AVE 8 60 1 4 12 $301 $18,060 VCP Continuity 0.12 0.15 0.50 0.13 0.16 0.50 0 0.00 0 0.00 0 0.00 0 0.0014061041 1406-111 1406-115 170 PATRICIAN WAY 150 PATRICIAN WAY 8 205 1 4 12 $301 $61,735 VCP EXPW 0.19 0.24 1.00 0.21 0.27 1.00 0 0.00 12 0.44 0 0.00 12 0.4514061049 1406-126 1406-128 122 PATRICIAN WAY 52 PATRICIAN WAY 8 326 1 4 12 $301 $98,186 VCP EXPW 0.18 0.22 1.00 0.19 0.24 1.00 0 0.00 12 0.41 0 0.00 12 0.4114061050 1406-123 1406-126 126 PATRICIAN WAY 122 PATRICIAN WAY 8 163 1 4 15 $334 $54,375 VCP EXPW 0.25 0.32 1.00 0.27 0.35 1.00 0 0.00 15 0.43 0 0.00 15 0.4414051031 1405-180 1405-196 234 ANNANDALE RD 272 ANNANDALE RD 8 279 2 4 10 $276 $76,866 VCP Continuity 0.14 0.18 0.58 0.15 0.19 0.59 0 0.00 0 0.00 0 0.00 0 0.0014051032 1405-168 1405-180 186 ANNANDALE RD 234 ANNANDALE RD 8 280 2 4 10 $276 $77,142 VCP Continuity 0.16 0.19 0.68 0.17 0.21 0.69 0 0.00 0 0.00 0 0.00 0 0.0014041142 1405-196 1404-106 272 ANNANDALE RD NITHSDALE RD & GLEN SUMMER RD 8 80 2 4 10 $276 $22,080 VCP EXPW 0.17 0.21 0.75 0.18 0.23 0.77 0 0.00 10 0.48 0 0.00 10 0.4914041143 1404-106 1404-108 NITHSDALE RD & GLEN SUMMER RD NITHSDALE RD & GLEN SUMMER RD 8 5 2 4 12 $301 $1,565 VCP EXPW 0.25 0.30 1.00 0.26 0.32 1.00 0 0.00 12 0.44 0 0.00 12 0.4514041144 1404-119 1404-141 326 GLEN SUMMER RD 326 GLEN SUMMER RD 8 294 2 4 15 $334 $98,263 VCP EXPW 0.36 0.43 1.00 0.37 0.46 1.00 0 0.00 15 0.46 0 0.00 15 0.4714041145 1404-108 1404-119 NITHSDALE RD & GLEN SUMMER RD 326 GLEN SUMMER RD 8 145 2 4 12 $301 $43,705 VCP EXPW 0.27 0.32 1.00 0.28 0.34 1.00 0 0.00 12 0.47 0 0.00 12 0.4814041146 1404-116 1404-106 NITHSDALE RD & GLEN SUMMER RD NITHSDALE RD & GLEN SUMMER RD 8 227 2 4 10 $276 $62,597 VCP EXPW 0.29 0.34 0.76 0.30 0.35 0.77 0 0.00 10 0.48 0 0.00 10 0.4914051026 F89171 1405-133 GRADE BREAK 96 ANNANDALE RD 8 268 2 4 12 $301 $80,758 VCP EXPW 0.18 0.22 1.00 0.19 0.24 1.00 0 0.00 12 0.41 0 0.00 12 0.4214051029 1405-133 1405-150 96 ANNANDALE RD 142 ANNANDALE RD 8 280 2 4 12 $301 $84,160 VCP EXPW 0.17 0.21 1.00 0.18 0.23 1.00 0 0.00 12 0.39 0 0.00 12 0.3914051033 1405-150 1405-168 142 ANNANDALE RD 186 ANNANDALE RD 8 280 2 4 12 $301 $84,340 VCP EXPW 0.17 0.22 1.00 0.19 0.24 1.00 0 0.00 12 0.39 0 0.00 12 0.3914051046 1405-120 F89171 48 ANNANDALE RD GRADE BREAK 8 48 2 4 12 $301 $14,298 VCP EXPW 0.18 0.22 1.00 0.19 0.24 1.00 0 0.00 12 0.41 0 0.00 12 0.4215051006 1505-151 1505-156 NITHSDALE RD NITHSDALE RD 8 282 2 4 12 $301 $84,882 VCP EXPW15051100 1505-156 1505-162 1034 NITHSDALE RD NITHSDALE RD & SAN MIGUEL RD 8 279 2 4 12 $301 $83,979 VCP EXPW 0.30 0.35 1.00 0.31 0.36 1.00 0 0.00 12 0.41 0 0.00 12 0.4114031001 1403-122 1403-130 660 LAGUNA RD LA LOMA RD & LAGUNA RD 15 50 3 4 18 $364 $18,200 VCP Continuity 0.17 0.20 0.47 0.17 0.20 0.47 0 0.00 0 0.00 0 0.00 0 0.0014041010 1404-244 1403-102 575 LAGUNA RD LA LOMA RD & LAGUNA RD 12 39 3 4 15 $334 $13,026 VCP Continuity 0.21 0.25 0.63 0.22 0.26 0.64 0 0.00 0 0.00 0 0.00 0 0.0014041153 1504-148 1404-225 LAGUNITA ROAD & LAGUNA ROAD 560 LAGUNA RD 10 214 3 4 15 $334 $71,610 VCP Continuity 0.22 0.26 0.68 0.23 0.27 0.69 0 0.00 0 0.00 0 0.00 0 0.0014031079 1403-125 1403-130 1257 LA LOMA RD LA LOMA RD & LAGUNA RD 10 150 3 4 15 $334 $50,200 VCP EXPW 0.26 0.39 1.00 0.27 0.42 1.00 0 0.00 15 0.39 0 0.00 15 0.4014031085 1403-102 1403-122 LA LOMA RD & LAGUNA RD 660 LAGUNA RD 10 335 3 4 15 $334 $111,890 VCP EXPW 0.26 0.31 1.00 0.27 0.32 1.00 0 0.00 15 0.41 0 0.00 15 0.4214031098 1403-130 1403-140 LA LOMA RD & LAGUNA RD 680 LAGUNA RD 15 106 3 4 21 $391 $41,446 VCP EXPW 0.27 0.34 1.00 0.28 0.36 1.00 0 0.00 21 0.47 0 0.00 21 0.4814041152 1404-225 1404-244 560 LAGUNA RD 575 LAGUNA RD 10 210 3 4 15 $334 $70,006 VCP EXPW 0.26 0.31 1.00 0.27 0.32 1.00 0 0.00 15 0.41 0 0.00 15 0.4215041001 F89151 1504-129 GRADE BREAK 462 LAGUNA RD 10 203 3 4 18 $364 $73,856 VCP EXPW 0.32 0.38 1.00 0.33 0.40 1.00 0 0.00 18 0.40 0 0.00 18 0.4015041002 1504-122 F89151 430 LAGUNA RD GRADE BREAK 12 8 3 4 15 $334 $2,672 VCP EXPW 0.24 0.28 0.77 0.25 0.29 0.78 0 0.00 15 0.49 0 0.00 15 0.4915041011 1504-121 1504-122 407 LAGUNA RD 430 LAGUNA RD 12 55 3 4 18 $364 $20,020 VCP EXPW 0.26 0.31 1.00 0.27 0.33 1.00 0 0.00 18 0.42 0 0.00 18 0.4215041012 1504-117 1504-121 377 LAGUNA RD 407 LAGUNA RD 12 163 3 4 15 $334 $54,475 VCP EXPW 0.24 0.28 0.76 0.24 0.29 0.77 0 0.00 15 0.49 0 0.00 15 0.4915041029 1504-133 1504-148 455 LAGUNA RD LAGUNITA ROAD & LAGUNA ROAD 10 288 3 4 18 $364 $104,941 VCP EXPW 0.32 0.38 1.00 0.33 0.40 1.00 0 0.00 18 0.39 0 0.00 18 0.4015041030 1504-129 1504-133 462 LAGUNA RD 455 LAGUNA RD 10 80 3 4 18 $364 $28,974 VCP EXPW 0.32 0.38 1.00 0.33 0.40 1.00 0 0.00 18 0.39 0 0.00 18 0.3915031068 1503-162 1503-164 1000 LAGUNA RD 1020 LAGUNA RD 15 161 4 4 24 $417 $67,262 CIP EXPW 0.29 0.38 1.00 0.30 0.39 1.00 0 0.00 21 0.50 0 0.00 24 0.4115021003 F89148 F89149 GRADE BREAK GRADE BREAK 16 17 4 4 21 $391 $6,647 DIP EXPW 0.26 0.33 1.00 0.27 0.35 1.00 0 0.00 21 0.49 0 0.00 21 0.5015021001 F89150 1502-104 GRADE BREAK GRADE BREAK 15 2 4 4 21 $391 $782 VCP EXPW 0.29 0.36 1.00 0.30 0.38 1.00 0 0.00 21 0.48 0 0.00 21 0.4915021002 1502-104 F89148 GRADE BREAK GRADE BREAK 15 38 4 4 24 $417 $15,846 VCP EXPW 0.29 0.38 1.00 0.30 0.39 1.00 0 0.00 21 0.50 0 0.00 24 0.4115021004 F89149 1502-109 GRADE BREAK 1107 LAGUNA RD 15 120 4 4 24 $417 $50,040 VCP EXPW 0.29 0.37 1.00 0.30 0.39 1.00 0 0.00 21 0.50 0 0.00 24 0.4115021007 1502-112 F89176 LAGUNA RD & SAN RAFAEL AVE GRADE BREAK 10 14 4 4 15 $334 $4,676 VCP EXPW 0.26 0.33 0.82 0.27 0.34 1.00 0 0.00 15 0.39 0 0.00 15 0.3915021008 F89146 1502-112 GRADE BREAK LAGUNA RD & SAN RAFAEL AVE 15 4 4 4 21 $391 $1,369 VCP EXPW 0.25 0.32 0.77 0.26 0.33 0.79 0 0.00 21 0.41 0 0.00 21 0.4215021025 1502-117 1502-118 ARROYO BLVD & SAN RAFAEL AVE 1240 S ARROYO BLVD 14 118 4 4 21 $391 $46,255 VCP EXPW 0.30 0.39 1.00 0.31 0.41 1.00 0 0.00 21 0.45 0 0.00 21 0.4615021026 1502-118 1502-119 1240 S ARROYO BLVD 1260 S ARROYO BLVD 14 187 4 4 21 $391 $73,000 VCP EXPW 0.31 0.40 1.00 0.32 0.42 1.00 0 0.00 21 0.46 0 0.00 21 0.4715021027 1502-119 1502-122 1260 S ARROYO BLVD ARROYO DR, 68 FT S/O COLUMBIA ST 14 110 4 4 21 $391 $42,815 VCP EXPW 0.30 0.38 1.00 0.31 0.40 1.00 0 0.00 21 0.44 0 0.00 21 0.4515021029 1503-164 F89150 1020 LAGUNA RD GRADE BREAK 15 159 4 4 21 $391 $62,013 VCP EXPW 0.28 0.36 1.00 0.29 0.38 1.00 0 0.00 21 0.48 0 0.00 21 0.4915031005 1504-164 1503-103 802 S ARROYO BLVD BELLEFONTAINE ST & ARROYO BLVD 8 173 4 4 15 $334 $57,882 VCP EXPW 0.34 0.44 1.00 0.37 0.49 1.00 0 0.00 15 0.37 0 0.00 15 0.3815031010 1503-115 1503-121 880 S ARROYO BLVD 888 S ARROYO BLVD 10 286 4 4 18 $364 $103,995 VCP EXPW 0.37 0.48 1.00 0.40 0.52 1.00 0 0.00 18 0.41 0 0.00 18 0.4215031011 1503-107 1503-115 850 S ARROYO BLVD 880 S ARROYO BLVD 10 260 4 4 18 $364 $94,640 VCP EXPW 0.37 0.49 1.00 0.40 0.53 1.00 0 0.00 18 0.42 0 0.00 18 0.4215031012 1503-103 1503-107 BELLEFONTAINE ST & ARROYO BLVD 850 S ARROYO BLVD 10 132 4 4 15 $334 $44,021 VCP EXPW 0.28 0.36 1.00 0.30 0.39 1.00 0 0.00 15 0.40 0 0.00 15 0.4115031065 1503-155 1503-159 GRADE BREAK GRADE BREAK 15 284 4 4 21 $391 $110,888 VCP EXPW 0.26 0.33 1.00 0.27 0.35 1.00 0 0.00 21 0.44 0 0.00 21 0.4515031066 1503-159 1503-161 GRADE BREAK GRADE BREAK 15 212 4 4 24 $417 $88,529 VCP EXPW 0.31 0.40 1.00 0.32 0.42 1.00 0 0.00 24 0.43 0 0.00 24 0.4415031067 1503-161 1503-162 GRADE BREAK 1000 LAGUNA RD 15 222 4 4 21 $391 $86,646 VCP EXPW 0.28 0.35 1.00 0.29 0.37 1.00 0 0.00 21 0.47 0 0.00 21 0.4715031069 1503-143 1503-146 LAGUNA RD & ELLINGTON LN LAGUNA RD & SAN REMO RD 10 135 4 4 15 $334 $45,123 VCP EXPW 0.31 0.39 1.00 0.32 0.41 1.00 0 0.00 15 0.48 0 0.00 15 0.4915031070 1503-141 1503-143 800 LAGUNA RD LAGUNA RD & ELLINGTON LN 10 150 4 4 15 $334 $50,133 VCP EXPW 0.30 0.38 1.00 0.31 0.40 1.00 0 0.00 15 0.47 0 0.00 15 0.4715031071 1503-146 1503-155 LAGUNA RD & SAN REMO RD GRADE BREAK 10 255 4 4 15 $334 $85,304 VCP EXPW 0.31 0.39 1.00 0.32 0.41 1.00 0 0.00 15 0.48 0 0.00 15 0.4815031072 1503-135 1503-141 780 LAGUNA RD 800 LAGUNA RD 10 175 4 4 15 $334 $58,383 VCP EXPW 0.30 0.38 1.00 0.31 0.40 1.00 0 0.00 15 0.47 0 0.00 15 0.4815031073 1503-132 1503-135 748 LAGUNA RD 780 LAGUNA RD 10 175 4 4 15 $334 $58,517 VCP EXPW 0.30 0.38 1.00 0.31 0.40 1.00 0 0.00 15 0.47 0 0.00 15 0.4715031074 1503-131 1503-132 LAGUNA RD & BURLEIGH DR 748 LAGUNA RD 10 108 4 4 15 $334 $36,206 VCP EXPW 0.30 0.38 1.00 0.31 0.40 1.00 0 0.00 15 0.47 0 0.00 15 0.4815111004 1511-103 1611-116 686 W WASHINGTON BLVD 643 W WASHINGTON BLVD 8 264 5 2 12 $301 $79,494 VCP EXPW 0.46 0.64 1.00 0.46 0.64 1.00 10 0.44 12 0.41 10 0.45 12 0.4115111005 1511-101 1511-103 730 W WASHINGTON BLVD 686 W WASHINGTON BLVD 8 263 5 2 12 $301 $79,133 VCP EXPW 0.45 0.63 1.00 0.45 0.63 1.00 10 0.44 12 0.40 10 0.44 12 0.4115111006 1511-100 1511-101 WASHINGTON BLVD & ARROYO BLVD 730 W WASHINGTON BLVD 8 260 5 2 12 $301 $78,320 VCP EXPW 0.45 0.62 1.00 0.45 0.63 1.00 10 0.44 12 0.40 10 0.44 12 0.4016111080 1611-116 1611-118 643 W WASHINGTON BLVD WASHINGTON BLVD & FOREST AVE 8 263 5 2 12 $301 $79,223 VCP EXPW 0.46 0.64 1.00 0.46 0.64 1.00 10 0.44 12 0.41 10 0.45 12 0.4116101088 1610-106 1610-112 1144 FOREST AVE 1140 FOREST AVE 10 185 6 2 15 $334 $61,790 VCP Continuity 0.39 0.53 0.74 0.39 0.53 0.74 0 0.00 0 0.00 0 0.00 0 0.0016101092 1611-176 1610-106 1165 FOREST AVE 1144 FOREST AVE 10 182 6 2 15 $334 $60,922 VCP EXPW 0.40 0.54 0.76 0.40 0.54 0.77 0 0.00 15 0.37 0 0.00 15 0.3717101019 1710-160 1710-162 POPLAR LN & SUNSET AVE SUNSET AVE, 22 FT S/E POPLAR LN 8 20 7 3 10 $276 $5,396 VCP EXPD 0.41 0.51 0.57 0.44 0.54 0.60 10 0.36 0 0.00 10 0.39 0 0.0017101020 1610-159 1710-160 SUNSET AVE, 78 FT S/O GLORIETA ST POPLAR LN & SUNSET AVE 8 269 7 3 10 $276 $74,368 VCP EXPD 0.42 0.52 0.59 0.45 0.56 0.63 10 0.37 0 0.00 10 0.40 0 0.0018081066 1808-111 1808-131 589 N GARFIELD AVE VILLA ST & GARFIELD AVE 8 500 8 3 10 $276 $138,000 VCP Continuity 0.37 0.46 0.49 0.40 0.50 0.53 0 0.00 0 0.00 0 0.00 0 0.0018081067 1809-179 1808-111 PARKE ST & GARFIELD AVE 589 N GARFIELD AVE 8 440 8 3 10 $276 $121,330 VCP Continuity 0.37 0.46 0.49 0.39 0.49 0.52 0 0.00 0 0.00 0 0.00 0 0.0018081063 1808-131 1808-132 VILLA ST & GARFIELD AVE VILLA ST & GARFIELD AVE 8 108 8 3 10 $276 $29,863 VCP EXPD 0.46 0.58 0.63 0.49 0.64 0.68 10 0.41 0 0.00 10 0.44 0 0.0018081064 1808-141 1808-151 417 N GARFIELD AVE MAPLE ST & GARFIELD AVE 8 178 8 3 10 $276 $49,140 VCP EXPD 0.43 0.54 0.58 0.46 0.59 0.62 10 0.39 0 0.00 10 0.41 0 0.0018081065 1808-132 1808-141 VILLA ST & GARFIELD AVE 417 N GARFIELD AVE 8 412 8 3 10 $276 $113,602 VCP EXPD 0.41 0.52 0.55 0.44 0.56 0.59 10 0.37 0 0.00 10 0.40 0 0.0018091020 1809-178 1809-179 PARKE ST & GARFIELD AVE PARKE ST & GARFIELD AVE 8 116 8 2 10 $276 $32,016 VCP EXPD 0.43 0.54 0.58 0.45 0.58 0.61 10 0.39 0 0.00 10 0.41 0 0.0018081026 1808-144 1808-153 409 N LOS ROBLES AVE 389 N LOS ROBLES AVE 8 167 9 2 12 $301 $50,362 VCP EXPD & EXPW 0.56 0.71 1.00 0.58 0.76 1.00 10 0.48 12 0.42 12 0.39 12 0.4318081057 1808-128 1808-144 VILLA ST & LOS ROBLES AVE 409 N LOS ROBLES AVE 8 441 9 2 12 $301 $132,771 VCP EXPD & EXPW 0.54 0.68 1.00 0.57 0.73 1.00 10 0.47 12 0.41 10 0.49 12 0.4218091050 1809-159 1809-174 715 N LOS ROBLES AVE 650 N LOS ROBLES AVE 8 350 9 2 12 $301 $105,350 VCP EXPD & EXPW 0.54 0.68 1.00 0.57 0.73 1.00 10 0.47 12 0.41 10 0.49 12 0.4218091064 1809-145 1809-159 ASHTABULA ST & LOS ROBLES AVE 715 N LOS ROBLES AVE 8 383 9 2 12 $301 $115,163 VCP EXPD & EXPW 0.54 0.68 1.00 0.57 0.72 1.00 10 0.47 12 0.41 10 0.49 12 0.4218091065 1809-139 1809-145 BUCKEYE ST & LOS ROBLES AVE ASHTABULA ST & LOS ROBLES AVE 8 199 9 2 12 $301 $60,019 VCP EXPD & EXPW 0.49 0.60 0.77 0.51 0.63 0.80 10 0.42 10 0.49 10 0.44 12 0.3818081058 1809-174 1808-105 650 N LOS ROBLES AVE 590 N LOS ROBLES AVE 8 350 9 2 10 $276 $96,545 VCP EXPD 0.46 0.57 0.71 0.49 0.60 0.74 10 0.40 0 0.00 10 0.42 0 0.0018081059 1808-116 1808-128 540 N LOS ROBLES AVE VILLA ST & LOS ROBLES AVE 8 350 9 2 10 $276 $96,545 VCP EXPD 0.46 0.57 0.70 0.48 0.60 0.74 10 0.40 0 0.00 10 0.42 0 0.0018081060 1808-105 1808-116 590 N LOS ROBLES AVE 540 N LOS ROBLES AVE 8 350 9 2 10 $276 $96,655 VCP EXPD 0.45 0.56 0.69 0.48 0.59 0.72 10 0.40 0 0.00 10 0.42 0 0.0018091066 1809-134 1809-139 BUCKEYE ST & LOS ROBLES AVE BUCKEYE ST & LOS ROBLES AVE 8 42 9 2 10 $276 $11,592 VCP FUPD 0.40 0.49 0.60 0.42 0.51 0.61 0 0.00 0 0.00 10 0.37 0 0.0018091067 1809-125 1809-134 808 N LOS ROBLES AVE BUCKEYE ST & LOS ROBLES AVE 8 323 9 2 10 $276 $89,093 VCP FUPD 0.40 0.48 0.59 0.42 0.50 0.61 0 0.00 0 0.00 10 0.36 0 0.0018091076 1809-112 1809-125 MOUNTAIN ST & LOS ROBLES AVE 808 N LOS ROBLES AVE 8 324 9 2 10 $276 $89,314 VCP FUPD 0.41 0.50 0.61 0.43 0.52 0.63 10 0.36 0 0.00 10 0.37 0 0.0018101028 1810-125 1810-133 1033 N LOS ROBLES AVE ADENA ST & LOS ROBLES AVE 8 391 10 2 15 $334 $130,728 VCP EXPD & EXPW 0.62 1.00 1.00 0.65 1.00 1.00 12 0.41 15 0.37 12 0.43 15 0.3818101029 1810-119 1810-125 JACKSON ST & LOS ROBLES AVE 1033 N LOS ROBLES AVE 8 144 10 2 15 $334 $47,929 VCP EXPD & EXPW 0.61 1.00 1.00 0.65 1.00 1.00 12 0.41 15 0.36 12 0.43 15 0.3718091032 1809-105 1809-126 MOUNTAIN ST & EL MOLINO AVE 864 N EL MOLINO AVE 8 346 11 2 15 $334 $115,564 VCP EXPD & EXPW 0.59 0.78 1.00 0.61 1.00 1.00 12 0.39 15 0.37 12 0.40 15 0.3718091010 1809-126 1809-128 864 N EL MOLINO AVE 851 N EL MOLINO AVE 8 7 11 2 12 $301 $2,098 VCP EXPD & EXPW 0.49 0.62 1.00 0.50 0.64 1.00 10 0.43 12 0.43 10 0.45 12 0.4318081036 1808-134 1808-135 EL MOLINO AVE, 40FT S/0 VILLA ST EL MOLINO AVE, 56FT S/0 VILLA ST 12 16 11 2 15 $334 $5,397 VCP EXPW 0.39 0.50 0.74 0.41 0.52 0.77 0 0.00 0 0.00 0 0.00 15 0.4919081001 1908-152 1908-156 MAPLE ST & LAKE AVE MAPLE ST & LAKE AVE 8 20 12 2 12 $301 $5,912 VCP Continuity 0.20 0.25 0.30 0.22 0.27 0.32 0 0.00 0 0.00 0 0.00 0 0.0019081060 1909-177 1908-112 620 N LAKE AVE SANTA BARBARA ST & LAKE AVE 8 424 12 2 12 $301 $127,744 VCP EXPD & EXPW 0.55 0.73 1.00 0.60 1.00 1.00 10 0.49 12 0.45 12 0.41 12 0.4720081011 2008-152 2008-154 381 MAR VISTA AVE MAPLE ST & MAR VISTA AVE 8 28 13 2 12 $301 $8,314 VCP Continuity 0.26 0.34 0.38 0.26 0.35 0.39 0 0.00 0 0.00 0 0.00 0 0.0019091009 1909-163 1909-164 698 N WILSON AVE ORANGE GROVE BLVD & WILSON AVE 8 4 13 2 15 $334 $1,336 VCP EXPD & EXPW 1.00 1.00 1.00 1.00 1.00 1.00 24 0.48 27 0.44 24 0.48 27 0.4420081028 2008-141 2008-152 411 MAR VISTA AVE 381 MAR VISTA AVE 8 219 13 2 15 $334 $73,190 VCP EXPD & EXPW 0.64 1.00 1.00 0.66 1.00 1.00 12 0.46 12 0.49 12 0.47 15 0.3620081049 2008-133 2008-141 435 MAR VISTA AVE 411 MAR VISTA AVE 8 151 13 2 12 $301 $45,301 VCP EXPD & EXPW 0.60 1.00 1.00 0.62 1.00 1.00 12 0.44 12 0.47 12 0.45 12 0.4820081050 2008-129 2008-133 VILLA ST & MAR VISTA AVE 435 MAR VISTA AVE 8 289 13 2 12 $301 $86,929 VCP EXPD & EXPW 0.47 0.66 0.78 0.48 0.69 1.00 10 0.46 10 0.49 10 0.47 12 0.3919081037 1908-122 2008-129 VILLA ST & WILSON AVE VILLA ST & MAR VISTA AVE 8 416 13 2 10 $276 $114,899 VCP EXPD 0.40 0.55 0.63 0.41 0.57 0.65 10 0.39 0 0.00 10 0.40 0 0.0020081054 2008-128 2008-134 VILLA ST & HILL AVE 429 N HILL AVE 8 331 14 3 10 $276 $91,384 VCP EXPD 0.46 0.64 0.74 0.47 0.67 0.77 10 0.45 0 0.00 10 0.46 10 0.4920081053 2008-134 2008-140 429 N HILL AVE 409 HILL AVE 8 95 14 3 10 $276 $26,243 VCP EXPD 0.43 0.60 0.68 0.44 0.62 0.70 10 0.42 0 0.00 10 0.43 0 0.0020081055 2008-104 2008-116 609 N HILL AVE HILL AVE & MONTE VISTA ST 8 401 14 3 10 $276 $110,538 VCP EXPD 0.38 0.52 0.58 0.39 0.54 0.60 10 0.37 0 0.00 10 0.38 0 0.0020081059 2008-116 2008-128 HILL AVE & MONTE VISTA ST VILLA ST & HILL AVE 8 400 14 3 10 $276 $110,400 VCP EXPD 0.38 0.53 0.59 0.40 0.55 0.61 10 0.38 0 0.00 10 0.39 0 0.0020091022 2009-139 2008-104 ORANGE GROVE BLVD & HILL AVE 609 N HILL AVE 8 467 14 3 10 $276 $128,975 VCP EXPD 0.37 0.50 0.56 0.38 0.52 0.58 0 0.00 0 0.00 10 0.37 0 0.0017061058 1706-159 1706-157 GREEN ST & MILLS PL GREEN ST & FAIR OAKS AVE 10 219 15 3 12 $301 $65,769 VCP EXPD 0.45 0.56 0.58 0.50 0.62 0.64 12 0.42 0 0.00 12 0.46 0 0.0017051057 1705-103 1705-102 44 ORANGE PL ORANGE PL & FAIR OAKS AVE 8 300 16 6 10 $276 $82,717 VCP FUPD 0.10 0.12 0.14 0.44 0.62 0.63 0 0.00 0 0.00 10 0.43 0 0.0017051058 1705-104 1705-103 ORANGE PL & DE LACEY AVE 44 ORANGE PL 8 280 16 6 10 $276 $77,363 VCP FUPD 0.10 0.11 0.13 0.43 0.60 0.61 0 0.00 0 0.00 10 0.42 0 0.0017051085 1705-125 1705-126 DEL MAR BLVD, 234 FT E/O FAIR OAKS AVE DEL MAR BLVD & RAYMOND AVE 8 239 16 6 10 $276 $66,074 VCP FUPD 0.27 0.33 0.34 0.44 0.58 0.59 0 0.00 0 0.00 10 0.41 0 0.0017051087 1705-120 1705-125 DEL MAR BLVD & FAIR OAKS AVE DEL MAR BLVD, 234 FT E/O FAIR OAKS AVE 8 243 16 6 10 $276 $67,203 VCP FUPD 0.27 0.32 0.33 0.43 0.55 0.56 0 0.00 0 0.00 10 0.39 0 0.0017061026 1706-182 1705-104 VALLEY ST & DE LACEY AVE ORANGE PL & DE LACEY AVE 8 265 16 6 10 $276 $73,140 VCP FUPD 0.09 0.10 0.12 0.42 0.58 0.59 0 0.00 0 0.00 10 0.41 0 0.0017041017 1704-113 1704-115 CALIFORNIA BLVD, 246 FT W/O RAYMOND AVE CALIFORNIA BLVD & RAYMOND AVE 8 246 17 6 10 $276 $67,979 VCP FUPD & FUPW 0.39 0.46 0.50 0.56 0.74 0.79 0 0.00 0 0.00 10 0.50 10 0.5017041018 1704-109 1704-113 CALIFORNIA BLVD & FAIR OAKS AVE CALIFORNIA BLVD, 246 FT W/O RAYMOND AVE 8 224 17 6 12 $301 $67,274 VCP FUPD & FUPW 0.39 0.47 0.51 0.58 0.78 1.00 0 0.00 0 0.00 12 0.39 12 0.3917031029 1703-126 1703-131 900 S ARROYO PKWY 900 S ARROYO PKWY 8 63 18 2 15 $334 $21,109 VCP EXPD & EXPW 0.52 0.63 1.00 0.65 1.00 1.00 10 0.44 15 0.45 12 0.41 15 0.49

FromLocation

ToLocation

FromID

FacilityID

TABLE 7-4: CITY OF PASADENA PIPELINES WITH INSUFFICIENT CAPACITY

ProjectLength(ft)

Diameter(in)

ToID

Analysis ReplacementPriority

Replacement Diamter

(in)

UnitCost

ReplacementCost Material Classification FUPWEXPD EXPW FUPD

EXAD EXPD EXPW FUAD FUPD FUPWd/D d/D d/D d/D d/D d/D DIA (in) d/D DIA (in) d/D DIA (in) d/D DIA (in) d/D

FromLocation

ToLocation

FromID

FacilityID

TABLE 7-4: CITY OF PASADENA PIPELINES WITH INSUFFICIENT CAPACITY

ProjectLength(ft)

Diameter(in)

ToID

Analysis ReplacementPriority

Replacement Diamter

(in)

UnitCost

ReplacementCost Material Classification FUPWEXPD EXPW FUPD

17061026 1706-182 1705-104 VALLEY ST & DE LACEY AVE ORANGE PL & DE LACEY AVE 8 265 16 6 10 $276 $73,140 VCP FUPD 0.09 0.10 0.12 0.42 0.58 0.59 0 0.00 0 0.00 10 0.41 0 0.0017041017 1704-113 1704-115 CALIFORNIA BLVD, 246 FT W/O RAYMOND AVE CALIFORNIA BLVD & RAYMOND AVE 8 246 17 6 10 $276 $67,979 VCP FUPD & FUPW 0.39 0.46 0.50 0.56 0.74 0.79 0 0.00 0 0.00 10 0.50 10 0.5017041018 1704-109 1704-113 CALIFORNIA BLVD & FAIR OAKS AVE CALIFORNIA BLVD, 246 FT W/O RAYMOND AVE 8 224 17 6 12 $301 $67,274 VCP FUPD & FUPW 0.39 0.47 0.51 0.58 0.78 1.00 0 0.00 0 0.00 12 0.39 12 0.3917031029 1703-126 1703-131 900 S ARROYO PKWY 900 S ARROYO PKWY 8 63 18 2 15 $334 $21,109 VCP EXPD & EXPW 0.52 0.63 1.00 0.65 1.00 1.00 10 0.44 15 0.45 12 0.41 15 0.4917041035 1704-112 1704-111 CALIFORNIA BLVD & ARROYO PKWY CALIFORNIA BLVD & ARROYO PKWY 8 26 18 2 15 $334 $8,784 VCP EXPD & EXPW 0.51 0.62 1.00 0.63 1.00 1.00 10 0.43 15 0.39 12 0.41 15 0.4317031002 1703-100 1703-116 812 S ARROYO PKWY 850 S ARROYO PKWY 8 400 18 2 15 $334 $133,600 VCP EXPD & EXPW 0.42 0.50 1.00 0.52 0.64 1.00 10 0.36 15 0.37 10 0.44 15 0.3917031032 1703-142 1703-153 990 S ARROYO PKWY 1030 S ARROYO PKWY 8 180 18 2 15 $334 $60,053 VCP EXPD & EXPW 0.42 0.50 1.00 0.52 0.64 1.00 10 0.36 15 0.38 10 0.44 15 0.4017031034 1703-153 1703-157 1030 S ARROYO PKWY GLENARM ST & ARROYO PKWY 8 200 18 2 15 $334 $66,800 VCP EXPD & EXPW 0.42 0.50 1.00 0.52 0.64 1.00 10 0.36 15 0.38 10 0.44 15 0.4117031028 1703-116 1703-126 850 S ARROYO PKWY 900 S ARROYO PKWY 8 337 18 2 15 $334 $112,491 VCP EXPW 0.42 0.50 1.00 0.51 0.63 1.00 0 0.00 15 0.37 10 0.44 15 0.3917031031 1703-131 1703-142 900 S ARROYO PKWY 990 S ARROYO PKWY 8 420 18 2 15 $334 $140,347 VCP EXPW 0.41 0.49 1.00 0.50 0.61 1.00 0 0.00 15 0.37 10 0.43 15 0.3917031015 1703-173 1703-175 GLENARM ST & ARROYO PKWY GLENARM ST & ARROYO PKWY 18 21 18 2 30 $463 $9,630 VCP EXPD & EXPW 0.55 1.00 1.00 0.66 1.00 1.00 24 0.48 27 0.46 27 0.47 30 0.4417041059 1704-160 1703-100 FILLMORE ST & ARROYO PKWY 812 S ARROYO PKWY 8 378 18 2 12 $301 $113,718 VCP EXPW 0.35 0.41 1.00 0.43 0.51 1.00 0 0.00 12 0.42 10 0.37 12 0.4517041054 1704-130 1704-151 PICO ST & ARROYO PKWY ARROYO PKWY, 322 FT N/O FILLMORE ST 8 338 18 2 12 $301 $101,738 VCP EXPW 0.32 0.38 0.78 0.39 0.47 1.00 0 0.00 10 0.49 0 0.00 12 0.4017041056 1704-151 1704-160 ARROYO PKWY, 322 FT N/O FILLMORE ST FILLMORE ST & ARROYO PKWY 8 322 18 2 12 $301 $96,982 VCP EXPW 0.32 0.38 0.79 0.39 0.47 1.00 0 0.00 10 0.50 0 0.00 12 0.4117041058 1704-111 1704-130 CALIFORNIA BLVD & ARROYO PKWY PICO ST & ARROYO PKWY 8 363 18 2 12 $301 $109,143 VCP FUPW 0.31 0.37 0.72 0.38 0.45 1.00 0 0.00 0 0.00 0 0.00 12 0.3918031005 1803-143 1703-156 245 E GLENARM ST 181 E GLENARM ST 21 288 19 5 27 $441 $126,964 VCP FUPD & FUPW 0.42 0.56 0.69 0.48 0.69 1.00 0 0.00 0 0.00 27 0.45 27 0.4917031073 1703-148 1703-152 1017 S FAIR OAKS AVE 1017 S FAIR OAKS AVE 10 19 20 4 15 $334 $6,346 VCP Continuity 0.29 0.34 0.64 0.32 0.38 0.68 0 0.00 0 0.00 0 0.00 0 0.0017031092 1703-168 1703-165 FAIR OAKS AVE & GLENARM ST 35 E GLENARM ST 12 245 20 4 21 $391 $95,756 VCP EXPW 0.46 0.55 1.00 0.50 0.61 1.00 0 0.00 21 0.47 15 0.43 21 0.4817021020 1702-144 1702-132 35/37 COLUMBIA ST 1199 S FAIR OAKS AVE 10 404 20 4 15 $334 $134,836 VCP EXPW 0.36 0.42 1.00 0.38 0.44 1.00 0 0.00 15 0.48 0 0.00 15 0.4917021050 1702-122 1702-117 FAIR OAKS AVE & STATE ST GRACE TER & FAIR OAKS AVE 10 90 20 4 18 $364 $32,906 VCP EXPW 0.43 0.51 1.00 0.46 0.54 1.00 0 0.00 18 0.44 0 0.00 18 0.4517021051 1702-132 1702-122 1199 S FAIR OAKS AVE FAIR OAKS AVE & STATE ST 10 120 20 4 15 $334 $40,113 VCP EXPW 0.33 0.39 1.00 0.35 0.41 1.00 0 0.00 15 0.45 0 0.00 15 0.4517021060 1702-117 1702-108 GRACE TER & FAIR OAKS AVE 1129 S FAIR OAKS AVE 10 194 20 4 18 $364 $70,543 VCP EXPW 0.38 0.44 1.00 0.40 0.47 1.00 0 0.00 18 0.39 0 0.00 18 0.4017021061 1702-150 1702-144 35 COLUMBIA ST 35/37 COLUMBIA ST 10 137 20 4 15 $334 $45,691 VCP EXPW 0.32 0.38 1.00 0.34 0.39 1.00 0 0.00 15 0.43 0 0.00 15 0.4317021063 1702-146 1702-147 COLUMBIA ST & PASADENA AVE COLUMBIA ST & AVOCA AVE 10 360 20 4 15 $334 $120,240 VCP EXPW 0.33 0.38 1.00 0.35 0.41 1.00 0 0.00 15 0.42 0 0.00 15 0.4317021064 1702-147 1702-148 COLUMBIA ST & AVOCA AVE 87 COLUMBIA ST 10 289 20 4 15 $334 $96,426 VCP EXPW 0.36 0.42 1.00 0.37 0.44 1.00 0 0.00 15 0.47 0 0.00 15 0.4817021065 1702-148 1702-149 87 COLUMBIA ST COLUMBIA ST & GRACE DR 10 166 20 4 15 $334 $55,477 VCP EXPW 0.35 0.40 1.00 0.36 0.43 1.00 0 0.00 15 0.46 0 0.00 15 0.4617021066 1702-149 1702-150 COLUMBIA ST & GRACE DR 35 COLUMBIA ST 10 120 20 4 15 $334 $39,946 VCP EXPW 0.34 0.40 1.00 0.36 0.42 1.00 0 0.00 15 0.46 0 0.00 15 0.4617031007 1703-165 1703-164 35 E GLENARM ST GLENARM ST & RAYMOND AVE 12 250 20 4 21 $391 $97,750 VCP EXPW 0.44 0.52 1.00 0.48 0.58 1.00 0 0.00 21 0.45 0 0.00 21 0.4717031072 1703-143 1703-148 FAIR OAKS AVE & ARLINGTON DR 1017 S FAIR OAKS AVE 10 86 20 4 15 $334 $28,624 VCP EXPW 0.32 0.38 0.77 0.37 0.44 1.00 0 0.00 15 0.37 0 0.00 15 0.3917031074 1702-108 1703-168 1129 S FAIR OAKS AVE FAIR OAKS AVE & GLENARM ST 10 400 20 4 18 $364 $145,527 VCP EXPW 0.38 0.44 1.00 0.40 0.47 1.00 0 0.00 18 0.39 0 0.00 18 0.4017031071 1703-152 1703-168 1017 S FAIR OAKS AVE FAIR OAKS AVE & GLENARM ST 10 264 20 4 15 $334 $88,276 VCP FUPW 0.31 0.37 0.74 0.36 0.42 0.80 0 0.00 0 0.00 0 0.00 15 0.3818031001 1803-112 1803-118 894 LOS ROBLES AVE ALPINE ST & LOS ROBLES AVE 18 344 21 5 21 $391 $134,309 VCP Continuity 0.40 0.54 0.60 0.46 0.66 0.72 0 0.00 0 0.00 0 0.00 0 0.0018031024 1804-166 1803-105 FILLMORE ST & LOS ROBLES AVE 844 S LOS ROBLES AVE 18 329 21 5 21 $391 $128,795 VCP Continuity 0.40 0.54 0.60 0.46 0.66 0.72 0 0.00 0 0.00 0 0.00 0 0.0018031002 1803-118 1803-134 ALPINE ST & LOS ROBLES AVE 1000 S LOS ROBLES AVE 18 339 21 5 24 $417 $141,488 VCP FUPD & FUPW 0.41 0.56 0.62 0.48 0.68 0.76 0 0.00 0 0.00 24 0.43 24 0.4418031026 1803-134 1803-136 1000 S LOS ROBLES AVE GLENARM ST & LOS ROBLES AVE 18 323 21 5 24 $417 $134,566 VCP FUPD & FUPW 0.41 0.55 0.62 0.47 0.68 0.75 0 0.00 0 0.00 24 0.42 0 0.0018041058 1804-164 1804-166 FILLMORE ST, 134 FT E/O LOS ROBLES AVE FILLMORE ST & LOS ROBLES AVE 18 133 21 5 24 $417 $55,628 VCP FUPD & FUPW 0.42 0.56 0.64 0.49 0.69 0.78 0 0.00 0 0.00 24 0.43 24 0.4518041003 1804-161 1804-164 FILLMORE ST, 40 FT E/O OAKLAND AVE FILLMORE ST, 134 FT E/O LOS ROBLES AVE 18 395 21 5 24 $417 $164,548 VCP FUPW 0.41 0.54 0.62 0.48 0.67 0.75 0 0.00 0 0.00 0 0.00 24 0.4418031025 1803-105 1803-112 844 S LOS ROBLES AVE 894 LOS ROBLES AVE 18 305 21 5 24 $417 $127,143 VCP FUPD 0.40 0.55 0.61 0.47 0.67 0.74 0 0.00 0 0.00 24 0.42 0 0.0018041009 1804-111 1804-115 CALIFORNIA BLVD & EL MOLINO AVE CALIFORNIA BLVD & EL MOLINO AVE 8 10 22 6 10 $276 $2,760 VCP FUPD 0.33 0.45 0.49 0.41 0.56 0.61 0 0.00 0 0.00 10 0.40 0 0.0018041038 1804-112 1804-111 CALIFORNIA BLVD & MADISON AVE CALIFORNIA BLVD & EL MOLINO AVE 10 421 22 6 12 $301 $126,816 VCP FUPD 0.33 0.44 0.49 0.40 0.55 0.60 0 0.00 0 0.00 12 0.42 0 0.0019041018 1904-160 1904-162 CORNELL RD & MENTOR AVE CORNELL RD & MENTOR AVE 8 53 23 6 30 $463 $24,446 VCP EXPD & EXPW 1.00 1.00 1.00 1.00 1.00 1.00 18 0.43 21 0.44 30 0.46 30 0.4819041026 1904-162 1903-101 CORNELL RD & MENTOR AVE DALE DR & MENTOR AVE 10 276 23 6 12 $301 $83,106 VCP FUPD 0.21 0.26 0.35 0.43 0.58 0.64 0 0.00 0 0.00 12 0.43 0 0.0018011027 1801-119 1801-121 1504 S MARENGO AVE 1530 S MARENGO AVE 8 201 24 4 12 $301 $60,381 VCP Continuity 0.14 0.16 0.35 0.16 0.19 0.37 0 0.00 0 0.00 0 0.00 0 0.0018011028 1801-116 1801-119 1500 S MARENGO AVE 1504 S MARENGO AVE 8 155 24 4 12 $301 $46,685 VCP Continuity 0.15 0.17 0.38 0.17 0.20 0.40 0 0.00 0 0.00 0 0.00 0 0.0018011032 1801-101 1801-105 1390 S MARENGO AVE 1420 S MARENGO AVE 8 130 24 4 12 $301 $39,040 VCP Continuity 0.14 0.16 0.35 0.16 0.19 0.37 0 0.00 0 0.00 0 0.00 0 0.0018011037 1801-121 1801-124 1530 S MARENGO AVE 1540 S LOS ROBLES AVE 8 231 24 4 12 $301 $69,531 VCP Continuity 0.15 0.17 0.38 0.17 0.20 0.39 0 0.00 0 0.00 0 0.00 0 0.0018011026 1801-117 1801-124 1508 S LOS ROBLES AVE 1540 S LOS ROBLES AVE 8 315 24 4 12 $301 $94,785 VCP EXPW 0.30 0.30 0.77 0.31 0.32 0.80 0 0.00 10 0.49 0 0.00 12 0.3818011029 1801-113 1801-116 1470 S MARENGO AVE 1500 S MARENGO AVE 8 215 24 4 12 $301 $64,835 VCP EXPW 0.26 0.30 0.77 0.30 0.35 1.00 0 0.00 10 0.49 0 0.00 12 0.3918011030 1801-110 1801-113 1444 S MARENGO AVE 1470 S MARENGO AVE 8 214 24 4 12 $301 $64,534 VCP EXPW 0.27 0.31 0.81 0.31 0.37 1.00 0 0.00 12 0.38 0 0.00 12 0.4018011031 1801-105 1801-110 1420 S MARENGO AVE 1444 S MARENGO AVE 8 215 24 4 12 $301 $64,625 VCP EXPW 0.26 0.31 0.79 0.31 0.36 1.00 0 0.00 10 0.50 0 0.00 12 0.3918011033 1802-154 1801-101 1360 S MARENGO AVE 1390 S MARENGO AVE 8 250 24 4 12 $301 $75,280 VCP EXPW 0.27 0.31 0.79 0.31 0.37 1.00 0 0.00 10 0.50 0 0.00 12 0.3918021041 1802-149 1802-154 1340 S MARENGO AVE 1360 S MARENGO AVE 8 250 24 4 12 $301 $75,250 VCP EXPW 0.26 0.31 0.75 0.30 0.36 0.81 0 0.00 10 0.48 0 0.00 12 0.3818021042 1802-146 1802-149 MARENGO AVE & EUCLID AVE 1340 S MARENGO AVE 8 250 24 4 10 $276 $68,917 VCP FUPW 0.26 0.30 0.74 0.30 0.36 0.79 0 0.00 0 0.00 0 0.00 10 0.5019061080 1806-136 1906-139 GREEN ST & EL MOLINO AVE 689 E GREEN ST 12 291 25 5 15 $334 $97,027 VCP FUPD & FUPW 0.40 0.53 0.60 0.49 0.70 0.78 0 0.00 0 0.00 15 0.48 15 0.4919061005 1906-139 1906-138 689 E GREEN ST GREEN ST & OAK KNOLL AVE 12 203 25 5 15 $334 $67,869 VCP FUPD 0.39 0.51 0.57 0.47 0.66 0.73 0 0.00 0 0.00 15 0.46 0 0.0019061065 1906-150 1906-149 GREEN ST & MENTOR AVE 960 E GREEN ST 8 244 26 6 10 $276 $67,344 VCP Continuity 0.20 0.23 0.28 0.38 0.49 0.53 0 0.00 0 0.00 0 0.00 0 0.0019061067 1906-152 1906-151 GREEN ST & LAKE AVE 914 E GREEN ST 8 245 26 6 10 $276 $67,565 VCP Continuity 0.19 0.23 0.28 0.38 0.49 0.53 0 0.00 0 0.00 0 0.00 0 0.0019061073 1906-153 1906-152 840 E GREEN ST GREEN ST & LAKE AVE 8 255 26 6 10 $276 $70,352 VCP Continuity 0.14 0.16 0.19 0.28 0.35 0.37 0 0.00 0 0.00 0 0.00 0 0.0019061074 1906-154 1906-153 GREEN ST & HUDSON AVE 840 E GREEN ST 8 202 26 6 10 $276 $55,669 VCP Continuity 0.13 0.15 0.18 0.26 0.33 0.35 0 0.00 0 0.00 0 0.00 0 0.0019061053 1906-147 1906-146 1030 E GREEN ST GREEN ST & WILSON AVE 8 208 26 6 10 $276 $57,298 VCP FUPD 0.21 0.24 0.31 0.41 0.53 0.58 0 0.00 0 0.00 10 0.38 0 0.0019061054 1906-148 1906-147 GREEN ST & CATALINA AVE 1030 E GREEN ST 8 201 26 6 10 $276 $55,476 VCP FUPD 0.21 0.25 0.31 0.42 0.54 0.59 0 0.00 0 0.00 10 0.39 0 0.0019061058 1906-146 2006-143 GREEN ST & WILSON AVE 1130 E GREEN ST 8 307 26 6 10 $276 $84,815 VCP FUPD 0.21 0.25 0.31 0.41 0.53 0.57 0 0.00 0 0.00 10 0.38 0 0.0019061064 1906-149 1906-148 960 E GREEN ST GREEN ST & CATALINA AVE 8 210 26 6 10 $276 $57,960 VCP FUPD 0.22 0.26 0.32 0.44 0.57 0.62 0 0.00 0 0.00 10 0.40 0 0.0019061066 1906-151 1906-150 914 E GREEN ST GREEN ST & MENTOR AVE 8 207 26 6 10 $276 $57,132 VCP FUPD 0.20 0.23 0.28 0.39 0.51 0.54 0 0.00 0 0.00 10 0.36 0 0.0019061075 1906-155 1906-154 740 E GREEN ST GREEN ST & HUDSON AVE 8 219 26 6 10 $276 $90,554 VCP FUPD 0.21 0.24 0.29 0.44 0.58 0.62 0 0.00 0 0.00 10 0.41 0 0.0020061012 2006-140 2006-139 1218 E GREEN ST GREEN ST & CHESTER AVE 8 226 26 6 10 $276 $62,238 VCP FUPD 0.22 0.25 0.33 0.41 0.53 0.58 0 0.00 0 0.00 10 0.38 0 0.0020061076 2006-135 2006-134 GREEN ST, 245 FT E/O HOLLISTON AVE GREEN ST & HILL AVE 8 222 26 6 10 $276 $61,327 VCP FUPD 0.23 0.27 0.36 0.44 0.56 0.63 0 0.00 0 0.00 10 0.40 0 0.0020061078 2006-136 2006-135 GREEN ST & HOLLISTON AVE GREEN ST, 245 FT E/O HOLLISTON AVE 8 248 26 6 10 $276 $68,310 VCP FUPD 0.26 0.30 0.40 0.49 0.65 0.73 0 0.00 0 0.00 10 0.45 0 0.0020061081 2006-138 2006-136 1304 E GREEN ST GREEN ST & HOLLISTON AVE 8 271 26 6 10 $276 $74,713 VCP FUPD 0.23 0.26 0.35 0.43 0.55 0.61 0 0.00 0 0.00 10 0.39 0 0.0020061083 2006-139 2006-138 GREEN ST & CHESTER AVE 1304 E GREEN ST 8 215 26 6 10 $276 $59,368 VCP FUPD 0.23 0.26 0.34 0.42 0.55 0.61 0 0.00 0 0.00 10 0.39 0 0.0020061086 2006-141 2006-140 GREEN ST & MICHIGAN AVE 1218 E GREEN ST 8 206 26 6 10 $276 $56,911 VCP FUPD 0.22 0.26 0.33 0.42 0.54 0.60 0 0.00 0 0.00 10 0.39 0 0.0020061087 2006-143 2006-141 1130 E GREEN ST GREEN ST & MICHIGAN AVE 8 327 26 6 10 $276 $90,280 VCP FUPD 0.21 0.25 0.32 0.40 0.52 0.57 0 0.00 0 0.00 10 0.37 0 0.0022061081 2206-106 2206-105 COLORADO BLVD, 230 FT E/O ROOSEVELT AVE COLORADO BLVD & SIERRA MADRE BLVD 8 225 27 1 12 $301 $67,635 CP EXPD & EXPW 0.56 0.79 1.00 0.63 1.00 1.00 12 0.39 12 0.41 12 0.43 12 0.4422061048 2206-132 2206-135 37 S SIERRA MADRE BLVD 45 S SIERRA MADRE BLVD 8 133 27 1 10 $276 $36,625 CP FUPD 0.36 0.46 0.51 0.40 0.52 0.57 0 0.00 0 0.00 10 0.36 0 0.0022061049 2206-135 2206-143 45 S SIERRA MADRE BLVD 111 S SIERRA MADRE BLVD 8 250 27 1 10 $276 $69,083 CP FUPD 0.35 0.45 0.51 0.39 0.51 0.56 0 0.00 0 0.00 8 0.50 0 0.0022061082 2206-107 2206-106 COLORADO BLVD & ROOSEVELT AVE COLORADO BLVD, 230 FT E/O ROOSEVELT AVE 8 230 27 1 10 $276 $63,397 CP FUPD 0.35 0.46 0.50 0.39 0.51 0.55 0 0.00 0 0.00 8 0.50 0 0.0022061083 2206-108 2206-107 COLORADO BLVD, 233 FT W/O ROOSEVELT AVE COLORADO BLVD & ROOSEVELT AVE 8 234 27 1 10 $276 $64,474 CP FUPD 0.38 0.49 0.54 0.42 0.55 0.60 0 0.00 0 0.00 10 0.38 0 0.0022061084 2206-109 2206-108 COLORADO BLVD & GRAND OAKS AVE COLORADO BLVD, 233 FT W/O ROOSEVELT AVE 8 243 27 1 10 $276 $67,096 CP FUPD 0.36 0.46 0.51 0.40 0.52 0.56 0 0.00 0 0.00 10 0.36 0 0.0022061046 2206-105 2206-117 COLORADO BLVD & SIERRA MADRE BLVD COLORADO BLVD & SIERRA MADRE BLVD 8 55 27 1 10 $276 $15,180 VCP Continuity 0.31 0.40 0.44 0.35 0.45 0.48 0 0.00 0 0.00 0 0.00 0 0.0022061047 2206-117 2206-132 COLORADO BLVD & SIERRA MADRE BLVD 37 S SIERRA MADRE BLVD 8 208 27 1 10 $276 $57,270 VCP FUPD 0.41 0.54 0.60 0.46 0.61 0.68 10 0.38 0 0.00 10 0.43 0 0.0021051037 2105-148 2105-149 ALLEN AVE, 97 FT N/O SAN PASQUAL ST ALLEN AVE, 50 FT N/O SAN PASQUAL ST 12 48 28 1 21 $391 $18,690 CP EXPD & EXPW 0.59 0.80 1.00 0.65 1.00 1.00 18 0.39 21 0.41 18 0.42 21 0.4321041003 2104-104 2104-105 HOMET RD & ALLEN AVE HOMET RD & ALLEN AVE 8 7 28 1 21 $391 $2,737 VCP EXPD & EXPW 1.00 1.00 1.00 1.00 1.00 1.00 18 0.45 21 0.43 21 0.41 21 0.4823101089 2310-166 2310-173 DUDLEY ST & ALTADENA DR ALTADENA DR, 77 FT W/O DUDLEY ST 8 81 29 3 10 $276 $22,273 VCP EXPD 0.38 0.56 0.58 0.39 0.57 0.59 10 0.40 0 0.00 10 0.41 0 0.0025101043 2510-147 2510-148 3745 E SIERRA MADRE BLVD SIERRA MADRE BLVD & HASTINGS RANCH DR 8 210 30 3 10 $276 $57,932 VCP EXPD 0.41 0.55 0.73 0.43 0.57 0.76 10 0.39 0 0.00 10 0.40 10 0.4926101033 2610-129 2510-147 SIERRA MADRE BLVD & MEDFORD RD 3745 E SIERRA MADRE BLVD 8 204 30 3 10 $276 $56,276 VCP EXPD 0.42 0.55 0.73 0.43 0.57 0.76 10 0.39 0 0.00 10 0.40 10 0.4925081011 2508-141 2508-140 3725 HAMPTON RD 3725 HAMPTON RD 8 257 31 2 12 $301 $77,297 VCP EXPD & EXPW 0.48 0.65 1.00 0.49 0.66 1.00 10 0.45 12 0.42 10 0.46 12 0.4325081036 2508-130 2508-138 HASTINGS RANCH DR, 109.8 FT S/O NEWHAVEN RD HAMPTON RD & HASTINGS RANCH DR 8 258 31 2 10 $276 $71,070 VCP EXPW 0.41 0.55 0.74 0.42 0.56 0.76 10 0.39 0 0.00 10 0.40 10 0.4825081037 2508-127 2508-130 NEWHAVEN RD & HASTINGS RANCH DR HASTINGS RANCH DR, 109.8 FT S/O NEWHAVEN RD 8 110 31 2 10 $276 $30,305 VCP EXPD 0.39 0.51 0.68 0.39 0.52 0.69 10 0.36 0 0.00 10 0.37 0 0.0025081035 2508-138 2508-141 HAMPTON RD & HASTINGS RANCH DR 3725 HAMPTON RD 8 65 31 2 10 $276 $17,912 VCP FUPD 0.38 0.50 0.66 0.39 0.51 0.67 0 0.00 0 0.00 10 0.36 0 0.0025081038 2508-121 2508-127 HASTINGS RANCH DR, 148 FT N/O NEWHAVEN RD NEWHAVEN RD & HASTINGS RANCH DR 8 148 31 2 10 $276 $40,820 VCP FUPD 0.38 0.50 0.66 0.39 0.51 0.67 0 0.00 0 0.00 10 0.36 0 0.0026071002 2607-101 2607-102 MICHILLINDA AVE, 287 FT N/O FOOTHILL BLVD FOOTHILL BLVD & MICHILLINDA AVE 8 248 32 3 10 $276 $68,393 VCP EXPD 0.39 0.51 0.67 0.40 0.52 0.68 10 0.36 0 0.00 10 0.37 0 0.0026071003 2608-132 2607-101 MICHILLINDA AVE, 231 FT S/O MAYFAIR DR MICHILLINDA AVE, 287 FT N/O FOOTHILL BLVD 8 288 32 3 10 $276 $79,598 VCP EXPD 0.39 0.51 0.67 0.39 0.52 0.68 10 0.36 0 0.00 10 0.37 0 0.0026081025 2608-129 2608-132 MAYFAIR DR & MICHILLINDA AVE MICHILLINDA AVE, 231 FT S/O MAYFAIR DR 8 231 32 3 10 $276 $63,811 VCP EXPD 0.39 0.51 0.67 0.39 0.52 0.68 10 0.36 0 0.00 10 0.37 0 0.0018111049 1811-111 1811-123 RIO GRANDE ST & EL MOLINO AVE WASHINGTON BLVD & EL MOLINO AVE 8 515 33 2 12 $301 $154,865 VCP EXPD & EXPW 0.50 0.62 1.00 0.51 0.65 1.00 10 0.43 12 0.45 10 0.45 12 0.4618061086 1806-118 1806-119 COLORADO BLVD & COLORADO BLVD COLORADO BLVD & LOS ROBLES AVE 8 456 34 2 12 $301 $137,316 VCP EXPD & EXPW 0.54 0.79 1.00 0.65 1.00 1.00 12 0.40 12 0.41 12 0.47 12 0.4718051043 1805-121 1805-120 DE MAR BLVD & EUCLID AVE DE MAR BLVD & LOS ROBLES AVE 8 462 35 3 10 $276 $127,512 VCP EXPD 0.39 0.53 0.58 0.46 0.66 0.71 10 0.38 0 0.00 10 0.45 0 0.0019061089 1906-115 1906-114 COLORADO BLVD & HUDSON AVE COLORADO BLVD & LAKE AVE 8 470 36 6 10 $276 $129,692 VCP FUPD 0.30 0.38 0.48 0.44 0.58 0.67 0 0.00 0 0.00 10 0.41 0 0.0015071049 1507-103 1507-112 361 LINDA VISTA AVE 333 LINDA VISTA AVE 8 240 37 6 10 $276 $66,240 VCP FUPD 0.39 0.49 0.49 0.45 0.58 0.58 0 0.00 0 0.00 10 0.41 0 0.0015071050 1507-112 1507-120 333 LINDA VISTA AVE 320 LINDA VISTA AVE 8 200 37 6 10 $276 $55,200 VCP FUPD 0.40 0.50 0.50 0.46 0.59 0.59 0 0.00 0 0.00 10 0.41 0 0.0015071051 1507-120 1507-135 320 LINDA VISTA AVE 310 LINDA VISTA AVE 8 155 37 6 10 $276 $42,780 VCP FUPD 0.39 0.49 0.49 0.45 0.58 0.58 0 0.00 0 0.00 10 0.41 0 0.0018061072 F89223 1806-149 GRADE BREAK 300 E GREEN ST 8 160 38 6 10 $276 $44,243 VCP FUPD 0.17 0.20 0.20 0.44 0.59 0.59 0 0.00 0 0.00 10 0.42 0 0.00

TOTAL 44,860 $14,001,280

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