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Home My WebLink About2009/04/28 Item 7 CITY COUNCIL AGENDA STATEMENT ~ (ft.. CITY OF . -~ (HULA VlSTA 4/28/09, Item~ ITEM TITLE: RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA APPROVING THE CITY OF CHULA VISTA SEWER SYSTEM MA1'JAGEMENnJr'J DIRECTOR OF PUEL C WORKS ~ CITY MANAG __ ASSISTANT CITY r NAGER 71 4/5THS VOTE: YES 0 NO [Z] SUBMITTED BY: REVIKWED BY: SUMMARY On May 2, 2006, the State Water Resources Control Board adopted an order requiring owners/operators of sanitary sewer systems greater than one mile in length to comply with certain regulations aimed at decreasing the likelihood of sanitary sewer overflows. These requirements are to be described by a "Sanitary Sewer Management Plan" specific to each agency. On Febmary 14, 2007, the San Diego Regional Water Quality Control Board issued an order that included all of the regulations of the state order in addition to other requirements specific to the San Diego region. Both the state and regional orders require each agency to obtain approval of their Sewer System Management Program from their respective governing body. ENVIRONMENTAL RE VIEW The Environmental Review Coordinator has reviewed the proposed activity for compliance with the California Environmental Quality Act (CEQA) and has determined that the activity is not a "Project" as defined under Section 15378(b)(4) of the State CEQA Guidelines because the activity proposes to comply with regional and state requirements that will not result in direct or indirect physical changes in the environment, and therefore, pursuant to Section 15060(c)(3) of the State CEQA Guidelines the activity is not subject to CEQA. Thus, no environmental review IS necessary. RECOMlVIENDATION Council adopt the resolution. BOARDS/COMMISSION RECOMMENDATION Not applicable. 7-1 4/28/09, Item-L Page 2 of 3 DISCUSSION The State Water Resources Control Board, in an etIort to decrease the number of sanitary sewer overflows ("SSOs") that occur throughout the state, issued Order Number 2006-0003-DWQ on May 2, 2006, outlining requirements that must be followed by any public entity that owns or operates sanitary sewer systems greater than one mile in length. While the state understands there are many factors that affect the likelihood of an SSO (geology, design, construction methods and materials, age of the system, etc.), they also believe a proactive approach to system operation and maintenance can often reduce the number and frequency of SSOs within the state. To ensure agencies manage their sanitary sewer systems in a manner that reduces the number of SSOs, the state has required agencies to implement a system-specifc Sewer System Management Program (SSMP). To make each SSMP as effective as possible, the state has required each agency address specific issues involving the management, operation, and maintenance of sanitary sewer systems. In addition, each SSJ\!1P must include specific procedures for the immediate response to an SSO in a manner designed to minimize potential water quality as well as public health and safety issues. On February 14, 2007, the San Diego Regional Water Quality Control Board issued Order Number R9-2007-0005. This order recognized State Order 2006-0003-DWQ stating all conditions of the state order apply to local wastewater service providers, but also recognized additional, more stringent requirements may be implemented at the local level. Regional Order R9-2007-0005 acknowledged some existing regional requirements mandated by a previous Regional Water Quality Control Board order (Order R9-96-04) already in place were more stringent than the 2006 State Order, and stated those requirements were to remain in effect in addition to several new conditions. In response to State Water Resources Control Board Order 2006-0003-DWQ, the City of Chula Vista drafted a Sanitary Sewer Management Program document. While Chula Vista's SSMP follows the format prescribed by the state order, it meets the requirements of the regional order as well. The document contains eleven chapters detailing subjects such as current wastewater related connection policies, design guidelines, and maintenance practices, as well as procedures used when responding to SSOs within Chula Vista. The document is intended to be a "living document" in that it will be regularly updated and' maintained to accurately describe all wastew'ater related policies and procedures and to remain in compliance with the most current federal, state, and/or local requirements. Future updates to the SSJ\!1P will not necessarily require Council action, however, staff will provide the Council with an Information Item detailing any changes to the plan that do not require any Council action. In addition, the SSMP will be accessible at all times on the City's internet site as well as at the Public Works Engineering front counter once approved by Council. DECISION MAKER CONFLICT Staff has reviewed the decision contemplated by this action and has determined that it is not site specific and consequently the 500 foot rule found in California Code of Regulations section 18704.2( a)( 1) is not applicable to this decision. 7-2 4/28/09, Item~ Page 3 of 3 CURRENT FISCAL IMPACT There is no impact to the General Fund, or any other fund. The SSMP only describes policies and procedures already in place, or discusses policies and procedures that may be implemented in the future. Any policy or procedural change in the SSMP that impacts any City funding source would be brought before the Council for approval prior to implementation. ONGOING FISCAL IMPACT None. ATTACHMENTS I) Chula Vista Sanitary Sewer Management Plan 2) Chula Vista Sanitary Sewer Management Plan Appendices including: State Water Resources Control Board Order 2006-0003-DWQ San Diego Regional Water Quality Control Board Order R9-2007-0005 San Diego Regional Water Quality Control Board Order R9-96-04 Chula Vista's Sanitary Sewer Overflow Response Plan Chula Vista's Sanitary Sewer Overflow Prevention Plan Prepared bY' Jzm Newlon. Senior Civil Engineer, Public Works Department J:IEngineeriA GENDA ICAS2009\04- 28-091SSMP Agenda Slalemenl.doc 7-3 ATTACHMENT 1 Chula Vista Sanitary Sewer Management Plan 7-4 7-5 .City of Chula Vista Sewer . System Management Plan April 2009 7-6 City of Chula Vista Sewer System Management Plan April 2009 Department of . Public Works ~\I!f:. ~ CTYOf (HUlA VISTA Sewer System Management Plan April 2009 Table of Contents Executive Summary. I SSMP Goals 1 Organization 3 . Establish Legal Authority 6 Operation and ivfaintenance Program 11 Design and Performance Provisions 18 Overflow Emergency Response Plan 21 Fats, Oil, and Grease (FOG) lvfonitoring Program 25 System Evaluation and Capacity Assurance Plan 32 lvfonitoring, lvfeasurement, and Program Modifications 38 Audits 40 SSlvfP Communication 41 7-7 ..::~}Ut.:. ",.Y_-; err OF GiUL' VISTA Sewer System Management Plan April 2009 Attached Appendices A. Regional Water Board Order No. R9-96-04 B. Monitoring and Reporting for R9-96-04 C. Regional Water Board Order No. R9-2007-000S D. State Water Board Order No. 2006-0003-DWQ E. State Water Resources Control Board Enrollment Form F. CWC 13271 . G. Organization Chart H. City of Chula Vista Municipal Code Section 13 (Wastewater) 1. City of Chula Vista Special Provisions J. Chula Vista Design and Construction Standards K. Sanitary Sewer Overflow Emergency Response Plan 1. City of Chula Vista SSO Statistics (includes Private lateral spills) M. City of Chula Vista Restaurant Questionnaire N. Chula Vista Subdivision Manual Section 3-300 O. Grease Control Flyers and Brochures a. What is FOG? i. English ii. Spanish b. BMPs i. English ii. Spanish c. Spill Response i. English ii. Spanish P. Sewer Overflow Prevention Plan Q. City of Chula Vista Resolution 2007 -180 R. Infoworks Hydraulic Model S. GIS Information a. Pipelines & Manholes b. Pump Stations c. Flow Meters T. CIP list U. Vehicle Inventory 7-8 ~\!{t- ~ C!TYCF OlUL' VlSTA Sewer System Management Plan April 2009 Abbreviation and Acronvm List APWA BMP BOD CCTV CFR CIP City CMMS CMOM CPC CWEA dID EDU EORP EPA FOG FSE GBA GIS GreenBook hcf 1&1 IIMS Metro MGD NASSCO NPDES OES O&M Ord. PACP PM RWQCB SFD SSMP SSO S\VRCB TSS UPC USEPA WDR WEF American Public Warks Association Best Management Practice Biochemical Oxygen Demand Closed Circuit Television Code of Federal Regulations Capital Improvement Program City of Chula Vista Computerized Maintenance Management Systems Capacity Management Operations Maintenance California Plumbing Code California Water Environment Association depth to pipe diameter ratio Equivalent Dwelling Unit Emergency Overflow Response Plan Environmental Protection Agency Fats, Oils and Grease Food Service Establishments Maintenance Management Software Geographic Information System The Standard Specifications for Public Works Construction Hundred Cubic Feet Infiltration and Inflow Integrated Infrastructure Management System City of San Diego Metropolitan Wastewater Million Gallons per day National Association of Sewer Service Companies National Pollutant Discharge Elimination System Office of Emergency Services Operations and Maintenance Ordinance Pipeline Assessment and Certification Program Preventative Maintenance Regional Water Quality Control Board Single Family Dwelling Sewer System Management Plan Sanitary Sewer Overflow State Water Resources Control Board Total Suspended Solids Uniform Plumbing Code United States Environmental Protection Agency Waste Discharge Requirements Water Environment Federation Abbreviation and Acronvm List 7-9 - .:::,\(I?- ",.Y_-; CHGD.~srA Executive SummarY Sewer System Management Plan April 2009 The City of Chula Vista is located in southwestern San Diego County, approximately seven miles north of the international border with Mexico. Incorporated in 1911, the City has grO\'i"D. to be the second largest city in the county, currently encompassing over 50 square miles. The City provides sanitary sewer service for all areas within the City limits and owns, operates, and maintains, nearly 500 miles of sewer main lines ahd 12 pump stations. City collection facilities convey wastewater flows generated within eight drainage basins to connections to regional sewage facilities located along San Diego Bay to the west and the Sweetwater River to the north. Wastewater flows are ultimately conveyed to transmission and. treatment facilities operated by the City of San Diego's Metropolitan Wastewater Department (METRO). Wastewater services provided by The City of Chula Vista are subject to guidelines created by the State Water Resource Control Board (SWRCB) and the San Diego Regional Water Quality Control Board (R WQCB), both of which have been aggressively addressing sanitary sewer overflows (SSO) for several years. In May of 1996, the RWQCB adopted Order No. R9-96-04 (Appendix A & B) in response to what was seen as a serious and growing number of problems related to sewage spills. In an effort to reduce SSO's, protect the water quality of local water resources, and improve public health, the order implemented regulations for collection systems prohibiting sanitary sewer overflows at any point upstream of a treatment facility. When enacted, Order R9-96-04 had little effect on Chula Vista as the City was already subject to similar requirements imposed by METRO on all agencies transporting flow into the METRO system. As such, the City already had plans in place including, but not limited to, a Sanitary Sewer Overflow Response Plan (Appendix K) and a Sanitary SeVier Overflow Prevention Plan ("SSOPP,'; Appendix P). On May 2, 2006 the State adopted order 2006-0003-DWQ (Appendix D). This order is now the primary regulatory mechanism for sanitary sewer systems statewide. The order contains additional requirements for reporting spills as well as more general sewer system management guidelines. The order also allows each regional board to issue more stringent Waste Discharae . ~ ~ 0 Executive Summary Pa~e I 7-1u ~\!(?- ",;!~-;; QTYO' OiULWISfA Sewer System Management Plan April 2009 Requirements (WDRs) for sanitary sewer systems within their respective jurisdiction. As a result, on February 14, 2007, the San Diego Regional Water Quality Control Board issued order R9-2007-005 (Appendix C) which included all of the elements of the State order in addition to some criteria taken from Order R9-96-04. Each agency within the region that oversees a sanitary sewer system in excess of 1 mile is required to enroll in the state program. Enrollment in the programs includes registering with the State's new online SSO reporting website. In addition, agencies must establish a Sewer System Management Plan as described by Order 2006-003-DWQ. .A.n excerpt from this document is included below: To facilitate proper funding and management of sanitary sewer systems, each enrollee must develop and implement a system-specific Sewer System Management Plan (SSlvlP). To be effective, SS.MPs must include provisions to provide proper and efficient management, operation, and maintenance of sanitary sewer systems, while taking into consideration risk management and cost benefit analysis. Additionally, an SSMP must contain a spill response plan that establishes standard procedures for immediate response to an SSO in a manner designed to minimize water quality impacts and potential nuisance conditions. The mandatory elements of the SSlvlP are specified below: I' Goal II. Organization 1lJ. Legal Authority IV. Operation and Maintenance Program V Design and Performance Provision VI. Overflow Emergency Response Plan VII FOG Control Program VIII. System Evaluation and Capacity Assurance Program Lx:. Monitoring, Measurement, and Program Modifications X SSlvlP Program Audits XI Communication Program Chula Vista's SSMP is organized according to State guidelines and meets the requirements of both the RWQCB and the SWRCB. The SSMP includes eleven chapters as listed above, with each chapter addressing Chula Vista's procedures or processes that are either in place, or will be implemented, to meet both state and local requirements. Executive Summary Pa;se II 7- 11 "",\\It- ~ <mOF O1UL'VlSTA Sewer System Management Plan April 2009 SSMP Goals The WDR issued by the State defmes the goal of the SSMP as: Goal: The goal of the SSMP is to provide a plan and schedule to properly manage, operate, and maintain all parts of the sanitary sewer system. This will help reduce and prevent SSOs, as well as mitigate any SSOs that do occur. The City of Chula Vista's ultimate goal is to continually improve the sanitary sewer system efficiently, economically, and in a marmer that meets or exceeds the public's expectations. To achieve this goal the City's Public Works Engineering and Operations Divisions work in a collaborative marmer to operate, maintain, and upgrade the City's Wastewater Collection System. Specifically the Public Works Operations Division strives to: 1. Continue the exemplary level of service that has been provided to the City of Chula Vista by maintaining, cleaning, and inspecting the sanitary sewer system. 2. Continue to maintain the most current and reliable Sanitary Sewer Overflow Response Procedures, so that in case of an overflow the respondents contain the spill with the least amount of harmful aftereffects. 3. Continue to monitor and evaluate the sanitary sewer system in order to maintain adequate capacity throughout the system and account for continued development and growth. 4. Identify those areas in need of significant rehabilitation, and work with Public Works Engineering and Finance staff to acquire the necessary funding to complete the rehabilitation. The Public Works Engineering Division strives to: 1. Manage the use, expansion, and modification of, the City's wastewater collection system. 2. Ensure necessary funds are collected to maintain and expand the City's wastewater collection system as well as pay for the treatment of wastewater transported to the METRO system. 3. Maintain accurate development projections relating to wastewater generation within the City of Chula Vista through strong working relationships with the City's Planning and Development Services staff in order to maintain the level of service provided to Chula Vista residents. 4. Continue to work diligently with the Public Works Operations division to track maintenance activities and create improvement projects to solve maintenance problems or improve the efficiency of the wastewater collection system. Section 1: Goals Page 1 7-12 ..",\11.(- '=:S?_-; CrTYOF O1UlA VISTA Sewer System Management Plan April 2009 5. To create and maintain a Fats Oil and Grease (FOG) monitoring program aimed at monitoring restaurants and other grease generating businesses in an effort to reduce the volume of FOG entering the collection system. Section 1. Goals Page 2 7-13 .;,yrt.- ~ On-Of (HULA VIST.-\ Sewer System Management Plan April 2009 Organization The WDR for wastewater collection agencies regarding an agency's organizational structure are met by a variety of City employees. Each WDR requirement is listed below and is followed by a brief response describing how Chula Vista fulfills each: (a) The name of the responsible or authorized representative as described in Section J of this Order. . The SSMP will be signed and certified by the Director of Public Works, Richard Hopkins, prior to City Council officially adopting the document. ' (b) The names and telephone numbers for management, administrative, and maintenance positions responsible for implementing specific measures in the SSMP program. . The SSMP must identify lines of authority through an organization chart or similar document with a narrative explanation; Jim Sandoval . The City's organizational structure is the responsibility of City Manager Jim Sandoval, who reports directly to the Mayor and City Council. Reporting directly to the City Manager is an Assistant City Manager as well as two Deputy City Managers, each with . several departments for which they are responsible. Assistant City Manager Scott Tulloch is responsible for the Public Works Department as well as Human Resources, Information Services Technology, and Conservation and Environmental Services Departments. The Public Works Department, lead by Director Richard Hopkins (619-409-5873), is responsible for all aspects of the City's wastewater collection system and includes two core divisions providing wastewater serVices: The Operations Division lead by Assistant Director Matt Little (619-397- 6066), and Engineering Division lead by Assistant Director Iracsema Quilantan (619-409-5976), as seen in the organizational chart in Appendix "G." Section 11: Organization Page 3 7-14 ~\!(-- ~ CTYOf (HULA VISI" Sewer System Management Plan April 2009 Reporting directly to Matt little, and responsible for the Public Works Operations Division Wastewater Section, is Wastewater Collection System Manager Dave McRoberts (6l9~397-6009). Under Dave's supervision, the Operations Wastewater Section is directly responsible for the maintenance and inspection of the existing sanitary sewer system. Several employees of the section, as listed below, are registered with the State's on-line SSO reporting service and are authorized to report SSO's on behalf of the City (see Appendix E for all registration documents relating to the States on-line service). They are: Steve Padilla - Mark Sanchez - Rudy Cancio - Tim Ripley Joseph Burgos- Brian Walther - Public Works Supervisor, (619) 397 - 6020 Public Works Superv'isor, (619) 397 - 6025 Public Works Superv'isor, (619) 397 - 6026 Public Works Supervisor, (619) 397 - 6043 Public Works Supervisor, (619) 397 - 6031 Pump Maintenance Supervisor, (619) 397 - 6042 Reporting directly to Iracsema Quilantan is Principal Engineer Frank Rivera (619-691- 5045) who supervises the Public Works Engineering Division Wastewater, Traffic, and Advanced Planning sections. Supervising the day-to-day activities in the Engineering Wastewater section is Senior Civil Engineer, Jim Ne\Ai10n (619-691-5034). The Engineering Wastewater Section is in charge of drafting and maintaining the SSMP, implementing the FOG program, creation of wastewater related CIP projects, wastewater flow modeling, and managing all wastewater associated funds. Staff from the Engineering Wastewater section are also emolled in the State's on-line SSO reporting service (see Appendix E for emollment data). . (c) The chain of communication for reporting SSOs, from receipt of a complaint or other information, including the person responsible for reporting SSOs to the State and Regional Water Board and other agencies if applicable (such as County Health Officer, County Environmental Health Agency, Regional Water Board, and/or State Office of Emergency Services (OES)). The City's response plan regarding SSO's is fully detailed in our Sewer Overflow Emergency Response Plan, and briefly summarized later \Aiithin this SSMP under the Overflow Emergency Response sec;tion. In general, notification of an SSO may be received by City staff in a variety of ways. Once received, a Chula Vista Public Works Operations vactor truck crew is dispatched to the scene, and. notifies the appropriate Public Works Wastewater Supervisor of the incident. Each supervisor has the authority to report the SSO in accordance with the Regional Water Quality Control Board Section 11: Organization Page 4 7-15 ~I!c- ~'! - or't'o~ (HULA VIST.~ Sewer System Management Plan April 2009 guidelines. Once reported, the Wastewater Supervisor notifies the Public Works Operations Wastewater Collection System Manager of the incident for further direction. Section II: Organization Page 5 7-16 -0!((_ . ~ OrYOF (HULA VIStA Sewer System Management Plan April 2009 Establish Legal Authoritv In order to help ensure agencies have the legal authority to properly manage, operate, and maintain all parts of a sanitary sewer system, the WDR for wastewater collection agencies requires specific ordinances or agreements regarding a variety of wastewater issues. The majority of these requirements are satisfied in the City of Chula Vista through the Municipal Code as detailed in the context of this chapter. The Chula Vista Municipal Code may be viewed in its entirety at www.chulavistaca.gov. Legal Authority: Each Enrollee must demonstrate, through sanitary sewer system use ordinances, service agreements, or other legally binding procedures, that it possesses the necessary legal authority to: (a) Prevent illicit discharges into its sanitary sewer system (examples may include III, stormwater, chemical dumping, unauthorized debris and cut roots, etc.); Chula Vista Municipal Code Section 13.12.010 addresses this condition. While sub- paragraph "A'; states that the list of prohibited discharges described within the section applies to all users of the wastewater system and can be amended, sub-paragraph "B" lists the specific substances that are prohibited from being. discharged into the system. Excerpts from section 13.12.010 are included here for example purposes while the entire section and Municipal Code as a whole are available on-line. 13.12.010 Prohibited discharges A. Prohibited discharges shall include, but not be limited to, those containing constituents enumerated. in this section. Such prohibitions' are applicable to all users of the wastewater system. .I\ny constituent not listed herein may be added by regulation or other prohibition promulgated by the Director based on results of technical determinations, the actions of regulatory agencies, the projected impact of the' constituent upon the wastewater system, and the capacity of wastewater treatment facilities to accommodate such constituent. B. No person, whether orOnot a permittee, shall discharge or cause to be discharged directly or indirectly into a sewer lateral, or into the wastewater system or facilities, the following: 4. i\ny solids or viscous substances or other matter of such quality, size or quantity that they may cause obstruction to flow in the sewer or be detrimental to proper wastewater treatment plant operations. These objectionable substfu'1ces include, but are not limited to, asphalt, dead animals, offal, ashes, sand, mud, straw, industrial process shavings, metal, glass, rags, feathers, tar, wood, whole blood, paunch Section III: Establish Legal Authority Pag,e 6 7-11. ~!r?- ~'! - C11YOf (HUl\ VIST." Sewer System Management Plan April 2009 manure, bones, hair and fleshings, entrails, fatty acids, grease and oil, paper dishes, paper cups, and milk: containers or other similar paper products, either whole or ground. 7. Any matter containing more than 500 mg/l of oil or grease. (b) Require that sewers and connections be properly designed and constructed; Requirements regarding the expansion of, or connection to, the City of Chula Vista's sanitary sewer system are described in the City of Chula Vista Subdivision Manual, Municipal Code, and Design Standards, all of which are available for viewing in their entirety on-line. Connections to the sewer system require design review and permit approval by the Wastewater Engineering Section, with construction inspection of said connections being provided by the Public Works Construction Inspection Section. The City of Chula Vista requires that all aspects of the Sanitary Sewer System be reviewed by Engineering Staff as jndicated in Municipal Code Section 13-08.010 13-08.010 Director - Duties The Director [of Public Works or designee] shall issue permits, review plans, inspect, and make permanent record of: A. All Wastewater, facility construction, repairs, sewer connections, and disconnections within public rights-of-way B. All industrial wastewater pre-treatment facility construction and repairs upon private property Municipal Code Section 13-08.030 lists the standards and specifications that must be followed in the design and construction of sanitary sewer systems. 13-08.030 Conformity of plans for wastewater facilities to City Standards Construction plans, specifications and details as necessary to fully describe a' proposed wastewater facility or wastewater facility modifications shall be in full conformity of the following documents as adopted and amended from time to tim<:: by the Chula Vista city Council: A. "Standard Specifications for Public Works Construction" Published by BNI Books; B. "Design Standards - 1990 - Construction Standards," by Chula Vista Department of Public Works; C. "City of Chula Vista Subdivision Manual"; D. "San Diego Area Regional Standard Drawings," by San Diego County Department of Public Works; Section III: Establish Legal Authority Page 7 7-18 ~ir(_ ~ DnOl'- (HUlA VISI.; Sewer System Management Plan April 2009 E., Copies of all such documents shall be available at the office of the Director. (Ord. 2466 S 7,1991); (c) Ensure access for maintenance, 'inspection, or repairs for portions of the lateral owned or maintained by the Public Agency; In order to facilitate maintenance activities including the inspection and repair of lines owned or maintained by the City of Chula Vista, the City has developed standards that require the placement of ,sewer lines in locations that allow for easy access and maintenance operations. The City of Chula Vista Subdivision Manual Section 3-302.7.1 addr'esses the required locations for sewer mains and trunk sewers: 3-302.7 (1) Sewer Locations A. Sewer trunks and mams will normally be located on the centerline of streets, for streets without medians unless otherwise approved by the City Engineer. B. Sewer trunks and mains will normally be located in the center of the driving lane for streets with medians unless othervvise approved by the City Engineer. Should the trunk sewer or main be required to be installed within an easement, the City of Chula Vista Subdivision Manual Section 3-302.7.2 identifies the requirements necessary for the easement and the installation of the, pipeline within it, all designed to facilitate easy access and maintenance operations. 3-302.7 (2) Sewer Easements A. Sewer Easements shall be equal to the pipe diameter plus 10 feet (3m) or a minimum of 15 ft (4.6m) in width, whichever is greater. Sewer Easement shall not split residential lots unless specifically approved by the City Engineer B. Permanent obstructions within (or over) the easement which would hinder the maintenance of sewer facilities within the easement (i.e. fences, walls, steep slopes, overhanging eaves) are not allowed. C. Easements shall be granted to provide access to all manholes. The City of Chula Vista Municipal Code Section 13.06.030 (B) gives representatives of the City the right, if necessary, to access a facility to inspect discharges to the City of Chula Vista's sanitary sewer system. 13.06.030 Inspection and Sampling - General B. Owners, users, and operators of all facilities directly or indirectly connected to the city's, wastewater system, whether under construction or completed, shall give access to ,authorized personnel or representatives of the city at all , Section 111: Establish Legal Aurhority Pa"e 8 7-fS ~!rc- ~ OTYOf (HUlA VlST.-\ Sewer System Management Plan April 2009 reasonable times, including those occasioned by emergency conditions. Any permanent or temporary obstruction to easy access to the wastewater facility to be inspected shall promptly be removed by the facility owner, user or operator at the written or verbal request of the director and shall not be replaced. No person shall interfere with, delay, resist or refuse entrance to an authorized city inspector attempting to inspect any wastewater generation, conveyance, or treatment facility connected directly or indirectly to the city's wastewater system, and the provisions of Chapter 1.16 CVMC shall not apply. (d) Limit the discharge of fats, oils, and grease and other debris that may cause blockages In keeping with the new FOG program requirements within the State of California, Chula Vista has adopted ordnances that require the use of pre-treatment devices in order to reduce the discharge of fats, oil, and grease. Municipal Code section 13-10.150 specifies the use of a pre-treatment device as follows: 13.10.150 Pre-treatment - Grease - Food establishments A. All food establishments shall install a grease pre-treatment device in the waste line leading from the food preparation area, or from sinks, drains, appliances and other fixtures or equipment used in food preparation or cleanup, to where grease may be introduced into the sewerage system. Such grease pre- treatment devices shall be installed to remove grease from wastewater and 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 sewer. For further discussion regarding the City of Chula Vista's Fats, Oil, and Grease Program, please refer to Chapter VII of this SSMP. "Other debris" that may cause blockages is prohibited as previously discussed in this chapter. e) Enforce any violation of its sewer ordinances. In order to protect itself and the sanitary sewer system, the City of Chula Vista has provisions within its'Municipal Code regarding enforcement of the regulations stated 'Within the code. There are also provisions for any necessary legal action that the City of Chula Vista may impose on a person or persons for the non-compliance with the specific requirements stated within. The City of Chula Vista Municipal Code Section 13 .06.0 1 0 states: Section III: Establish Legal Authority Pa'Ze 9 7-ttJ ~\I?- ?:.~-.:. OTYOf . (HUlA VISI~ Sewer System Management Plan April 2009 13.06.010 Administration. The- Director of Public Works ("Director") shall administer, implement, and enforce the provisions of this title. Any powers granted to or duties imposed upon the Director may be delegated by the Director to persons in the employ of the city, or pursuant to contract. The Director shall make and enforce regulations necessary to the administration of this title and may recommend that the Council amend such regulations from time to time, as conditions require. These regulations shall be consistent with the general policy established herein by the City Council and shall be subject to prior review and approval by the City Council. (Ord. 2466 S 7, 1991). Furthermore, section 13.06.1 00 gives the City the legal right to impose financial penalties, revoke permits, and, if necessary, impose civil penalties in the enforcement of regulations. Municipal Code Section 13.06.110 describes the administrative notice, hearing, and appeal procedures. Section 10.06.120 discusses potential criminal penalties that may be imposed for violations of City ordinances. An excerpt from section 13.06.100 regarding Civil Penalties is included here for example purposes while each entire section mentioned, and the Municipal Code as a whole, are available on-line. 13.06.100 Administrative Enforcement C. Civil Penalties - Any person who violates any provision of this title or permit condition or who discharges wastewater which adversely affects the wastewater system or facilities, or who violates any cease and desist order or prohibition issued by the director, or national pre-treatment standard shall be liable civilly for a penalty not to exceed $1,000 for each day in which such violation occurs, not to exceed $100,000 in total. Imposition of such civil penalties shall be pursuant to the procedures set forth in CVMC 13.06.110. The City of Chula Vista has worked diligently to keep its ordinances and municipal Codes up to date to ensure that code changes and the resulting authority allows staff to fully comply with current state and federal regulations. Additionally, the City of Chula Vista is constantly monitoring its existing codes to ensure that there is legal authority to operate all areas included in the sanitary sewer system. Section III: Establish Legal Authority Pa%e 10 7-L 1 ~!r?- "!.~' CHYOr- CHL~\VISl:~ Sewer System Management Plan April 2009 , Operation and Maintenance Program The City of Chula Vista has always atteJ:1lpted to take a proactive approach to operation and maintenance programs, trying to identify problem areas in the sanitary sewer system before they result in system failures or SSO's. An outline of each program implemented in the City of Chula Vista to monitor and maintain the City sewer system is included in the Sanitary Sewer Overflow Prevention Plan, included in this document under Appendix "P." As of the writing of this report, the City's sanitary sewer system includes approximately 476 miles, of sewer mains, over 8,000 sewer access ports, and 12 pump stations. From within the city's 50.6 square miles service territory, the City transmits average daily sewage flows of approximately 17 million gallons per day (mgd). Through an effective preventive maintenance program, the Public Works Department continues to maintain the City's wastewater systems efficiently and effectively. This reduces health hazards, extensive repairs, property damage/cleaning costs associated with sewer overflows or spills, and promotes a positive, cooperative atmosphere with other City departments arid external agencIes. The WDR for wastewater collection agencies regarding operations and maintenance programs are primarily addressed by the City of Chula Vista within our Sanitary Sewer Overflow Prevention Plan. Each requirement, and a description of how Chula Vista meets each, is detailed within this chapter: Operation and Maintenance Program. The SSj'vJP must include those elements listed bel?w that are appropriate and applicable to the Enrollee's system: (a) Maintain an up-to-date map of the sanitary sewer system, showing all gravity line segments and manholes, pumping facilities, pressure pipes and valves, and applicable stormwater conveyance facilities; The City of Chula Vista has a well populated Geographic Information System (GIS) which includes all of the elements of the City's wastewater collection system (i.e. sewer lines, manholes, pump stations, sewer basin boundaries etc.) as well as City owned stormwater facilities. The City of Chula Vista utilizes its own in-house GIS Department to maintain an accurate electronic map .of the City's infrastructure. In doing so, the City is constantly updating its GIS information to include the latest CIP projects and field conditions discovered by field crews. All of the information contained within the City's GIS is available to City staff through an interactive GIS- Section IV: Operation and Maintenance Program Page 11 7-22 ~\UC- ~ orrOF (HUlA V151A Sewer System Management Plan April 2009 based map of the City that can be viewed from any employee's workstation in order to provide access to the most accurate data available. Each wastewater crew is equipped with a laptop computer with access to either stand alone mapping software called Map Objects that is updated once a month, or access to the interactive GIS based mapping program, CV Mapper, via a ""ireless connection. (b)' Describe routine preventive operation and maintenance activities by staff and contractors, including a system for scheduling regular maintenance and cleaning of the sanitary sewer system with more frequent cleaning and maintenance targeted at known problem areas. The Preventative Jvlaintenance (PAl) program should have a system to document scheduled and conducted activities, such as work orders; The City's preventive and. corrective maintenance programs detailed in the . Sanitary Sewer Overflow Prevention Plan (Appendix P) consist of routine maintenance, repairs, and replacement of sewer mains, manholes, laterals, and pump stations. The program also provides for the inspection, cleaning, and related maintenance of all components of the collection system. A . computer based Management System (GBA Master Series) is utilized to organize and schedule maintenance activities according to the nature of the activity or severity of the problem. .For issues requiring more than just routine maintenance, the effected wastewater facilities are entered into the Capital Improvement Project (CIP) process for the planning, design, and construction of projects to solve each problem. The City of Chula Vista has adopted aggressive preventative . maintenance practices regarding the sanitary sewer system. In an effort to prevent SSO's Public Works crews clean the entire sewer system at least once every 18 months. Portions of the system experiencing low flow volumes or' a high concentration of . grease/roots are scheduled for cleaning more frequently.' At certain locations in the City commonly impacted by relatively high grease levels, field crews regularly utilize active enzymes to reduce the buildup of the grease within the system. Section IV: Operation and lvlaintenance Program Page 12 7-23 ~Ir?- ~~~ OTYCF CHCL\ VIST.-I Sewer System Management Plan April 2009 The following are some of the preventive maintenance programs and efforts implemented within the City of Chula Vista Overflow Prevention Plan: Maintenance Program Preventive Measures: A. Routine Sewer Main cleaning - Five fully staffed combination vehicles clean city sewer mains on a daily basis. Individual cleaners can maintenance between 1,000 and 6,000 lineal feet a day. B. Critical Main Cleaning Program - Monthly main cleaning of approximately five miles of low flow and known grease problem areas. C. Chemical/Enzyme Application Program - Application of chemicals/enzymes at 28 separate locations, two days a week at known grease problem areas. D. Sewer Main and Manhole Inspection Program - Daily visual and/or televised inspection of sewer mains and manholes. The entire sanitary sewer system is televised and digitally recorded, at minimum, once every ten years. E. Sewer Main Replacement (CIP) - Capitol Improvement Programs are budgeted for, and carried out on an annual basis to repair or replace sewer, reduce the risk or pipe failures, improve flow characteristics, and/or increase their capacity. Root Control Preventive Measures: A. Routine Hydraulic Sewer Main cleaning - Five full staffed combination vehicles (Vactors) clean city sewer mains on a daily basis, all with the ability to remove roots from the system. B. Mechanical Rodding - Rodding known areas significantly effected by roots with root cutters on a quarterly, or as needed basis. C. Sewer Main and Manhole Inspection Program - Daily visual and/or televised inspection (CCTV) of sewer mains and manholes for infrastructure defects and root intrusion. D. Sewer Infrastructure Repair/Replacement (CIP) - The repair, replacement, or rehabilitation of impacted sewers main lines to eliminate possible SSG's. Control of Rocks, Debris and Vandalism Preventive Measures: A. Locking Sewer Manhole - Locking manhole covers are installed in off-road and secluded areas as well as manholes that have been vandalized. B. Sewer Main and Manhole Inspection Program - Daily visual and/or televised inspection of sewer mains and manholes help in early discovery of rocks, debris and vandalism of the sewer collection svstem. J Section IV: Operation and Alaintenance Program Page 13 7-24 ~\If?- ~ GTYDf (HULA VlST.' Sewer System Management Plan April 2009 C. New sewer mains are inspected by City staff for construction debris as well as damage soon after the City accepts them for maintenance in order to establish a benchmark for the pipe's condition. Pipeline Failure and Construction Damage Preventive Measures: A. Sewer Main and Manhole Inspection Program- Daily visual and/or televised inspection of sewer mains and manholes. Manholes and sewer main pipes are monitored for deterioration. New sewer mains are inspected for construction debris as well as damage soon after the City accepts them for maintenance. B. Sewer Main and Manhole Maintenance - Repair, relocation, and/or protection of sewer mains and manholes from potential damage. . C. Sewer Main Replacement (CIP) - The repair, replacement, and rehabilitation or relocation of sewers and mapholes prone to repetitive damage by any source. D. Dual Force Mains - Installation of dual force mains at new sewer pump stations as needed for redundancy. E. A flow recording contractor (ADS) monitors several flow recorders and reports high and low flow anomalies. Supervisory Control and Data Acquisition Systems (SCADA) are implemented with the ability to alert staff to flow anomolies. Power outages and Pump station failures Preventive Measures: A. Backup Power - On site generators for back-up electrical power at most City pump stations. . B. Wet Wells - Sewer pump stations are provided with wet wells that have some retention time as well as having emergency pump-down lines that can be connected to portable pumps. C. Sewer Pump Station Maintenance Program - All pump stations are visited by field staff two days a week. All pump stations are monitored via Supervisory Control and Data Acquisition Systems (SCADA) for proper operation. Each pump station has routine preventative and remedial maintenance on electrical and mechanical components. Outside contractors perform quarterly maintenance on generators at each location. D. The City owns three auto start dry-prime portable pumps and hose reel trailers with 4" and 6" flexible pump discharge hoses. Approximately one-half mile of flexible . discharge hose and one-quarter mile of ridged aluminum highline pipe can be used for "high lining" for emergency wastewater management. Section IV Operation and ]yJaintenance Program Page 14 7-25 ~!I?- ""!-= alYOf CHU,-, Vlsr~ Sewer System Management Plan April 2009 Capital Improvement Program Preventive Measures: A. Infrastructure is monitored for capacity limitations and deterioration. Studies are performed to determine the impacts of growth and new development. B. $1,400,000 a year is allocated to fund sewer rehabilitation and replacement projects including re-lining of pipes, spot repairs on sewer mains, complete manhole reconstruction, and pump station upgrades. (c) Develop 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. Rehabilitation and replacement should focus on sewer pipes that are at risk of collapse or prone to more frequent blockages due to pipe defects. Finally, the rehabilitation and replacement plan should include a capital improvement plan that addresses proper management and protection of the infrastructure assets. The plan shall include a time schedule for implementing the short- and long-term plans plus a schedule for developing the jimds needed for the capital improvement plan; The City of Chula Vista's sewer rehabilitation and replacement efforts begin with our video monitoring program. City crews perform visual and televised inspections of sewer facilities. on a daily basis, inspecting an average of 63 miles of pipes each year, completing a full inspection of all City sewer facilities at least once every ten years. All inspections are currently performed by two crews utilizing trucks equipped with Flexidata pipeline assessment software, digitally recording the video footage and inspection data that is ultimately stored on a City network accessible by various departments. The inspection crews, having received training and certification in the use of the Pipeline Assessment and Certification Program (P ACP) developed by NASSCO, . grade the condition of each City maintained sewer line, entering their inspection findings and PACP grades into Flexidata. Should inspection crews find a facility in need of immediate repair or replacement, the proper Public Works staff is notified and construction is scheduled. For issues not requiring immediate attention, inspection findings entered into Flexidata are transmitted to engineers in the City's Wastewater Engineering section for evaluation. Section TV: Operation and Maintenance Program Page 1 j 7-26 ~!I?- ~ OTYQf (HULA V1SH Sewer System Management Plan April 2009 Wastewater Engineering staff, having received video footage and inspection data, and also having been trained in the use of the P ACP, reviews the data and uses the P ACP grading system to help prioritize needed repairs. Capital improvement projects are then created, allocating the necessary funds for the design and construction of those projects with the highest priority, accounting for both short term and long .term needs. The majority of funding for these projects is collected by the City through a Sewer Facilities Replacement Fee. The most recent rate study used to establish the replacement fee assumed $1.4 million in rehabilitation or replacement projects each year through fiscal year 2012. These funds are allocated to individual projects through the Capitol Improvement Program on an annual, or biennial basis. Examples of recent CIP's resulting from the City's video monitoring program are included in this report (Appendix T). (d) Provide training on a regular basis for staff in sanitary sewer system operations and maintenance, and require contractors to be appropriately trained; As previously mentioned, all members of the Public Works and Engineering Departments that are involved in the video inspection and assessment process have received NASSCO P ACP training and certification. The training course is a two-day certification program that teaches the inspection procedures and grading criteria associated with P ACP methods. Having all City staff associated with the video monitoring program trained in the P ACP system helps ensure consistency among the staff responsible for the grading and evaluation of pipes. The City of Chula Vista encourages each employee to continue with their own education and professional training through a Professional Emichment Fund from which employees are reimbursed for their individual training. The City of Chula Vista maintains up to date . training records for every employee to help supervisors ensure that their staff is adequately and properly trained for their assigned duties, or in making recommendations to staff on which training classes to take. In-house training is also provided by supervisors or engineers with specific, specialized knowledge on topics such as the latest technology and use ofBMPs and NPDES compliance. The following is a list of all mandatory training classes required for all Wastewater Maintenance Staff: Section IV: Operation and Maintenance Program Page 16 7-27 ~\\I(- ~ aTYOf CHUL\ VIST., Sewer System Management Plan April 2009 List of Mandatory Training for Wastewater Staff: 1. Confmed Space-Entrant & Attendant. 2. Confmed Space-Entry Supervisor 3. CPR & First Aid 4. Defensive Driving 5. DOT Drug & Alcohol Training for CDL Drivers 6. Trench and Shoring Competent Person 7. Fall Protection 8. Injury & Illness Protection Program (IIPP) 9. Lockout Tagout 10. Respirator Training (Mostly for First Responders) 11. Traffic Control &. Flagger Safety 12. Bloodborne Pathogens (e) Provide equipment and replacement part inventories, including identification of critical replacement parts. Records of all City-owned heavy equipment and vehicles are kept utilizing serial numbers andlor license plate numbers (Appendix U). The City maintains a complete inventory of several different pipes sizes and associated fittings for sewer mains and laterals, heavy equipment such as backhoes, dump trucks, and specialized sewer cleaners, and TV inspection equipment for sewer mains and laterals. In addition, Public Works staff maintains an inventory of emergency response equipment including such items as pumps, heavy-duty hoses, connectors, and pumps for emergency bypass connectioI].s. The Pump Maintenance crew maintains a list of replacement parts and equipment on hand at each pump station. Each list specifically details the inventory of such replacement parts as mechanical seals, impellers, wear plates, o-rings, pump shafts, plug valves, air release valves, and entire rotating assemblies. The City maintains complete pumps for an entire pump replacement for some stations. In addition to replacement parts on hand, staff has access to many vendors that carry pump replacement parts on weekends and off hours in case of emergency. Section IV: Operation and Maintenance Program Page 17 7-28 ~wc- 'E.~- 0"'''' CHU~\ VISTA Sewer System Management Plan .Apri12009 Design and Performance Provisions Understanding that good engineering designs can reduce the occurrence of SSO's in a wastewater collection system, the SWRCB requires agencies to have design and construction standards in place. The WDR guidelines for Design and Performance, along with an explanation of how Chula Vista meets each, are presented below: a) Design and construction standards and specifications for the installation of new sanitary sewer systems, pump stations and other appurtenances; and for the rehabilitation and repair of existing sanitary sewer systems; and . The City of Chula Vista's Municipal Code identifies four documents that provide guidelines far the design of new sewer facilities within the City limits. 13.08.030 Conformity of plans for wastewater facilities to City standards. Construction plans, specifications and details as necessary to fully describe a proposed wastewater facility or wastewater facility modification shall be in full conformity with the following documents as adopted, and amended from time to time, by the Chula Vista city council: A. "Standard Specifications for Public Works Construction," published by BNI Books B. "Design Standards - 1990 - Construction Standards," by Chula Vista Department of Public Works; C. "City of Chula Vista Subdivision Manual"; D. "San Diego Area Regional Standard Drawings," by San Diego County Department of Public Warks. Copies of all such documents shall be available at the office of the director. (Ord. 2466 S 7,1991). The City of Chula Vista has worked closely with the City of San Diego and other municipalities to create and document design standards that Chula Vista believes are the best practices to implement in the design and construction of wastewater, and other municipal facilities. These standards are documented in the City's Subdivision Manual to provide engineers and developers with a guide to land development processing and design standards in the City of Chula Vista. ~\{?- ~ CIlYQF CHULA VISfA SUBDIVISION MANUAl. Divided into five chapters, the manual not only covers design and construction standards, but all land development processes beginning with the filing of a tentative map, continuing through final map recordation, and ultimately to grading and improvement Section V: Design and Performance Provisions PaRe 18 7-L9 . ~(((.. ~ QTYOF CHlJiJI VISL.\ Sewer System Management Plan April 2009 plan requirements and guidelines. All projects are required to comply with the Subdivision Manual. Any deviations from the standards described in the manual must be approved by the City Engineer. Chapter 3 of the Subdivision Manual addresses design criteria for lot design and layout (Section 3-100), storm drain design (Section 3-200), sewer system design (Section 3- 300), and street and road design and construction criteria (Section 3-400). Section 3-300, Sewer Design, explains the criteria for the design and installation of sewer facilities within the City of Chula Vista. This subsection is further divided into three pans. Subsection 3-301 discusses design capacity requirements including generation rates, Manning's equation factors, and acceptable flow velocities. Subsection 3-302 explains system design criteria such as minimum pipe size requirements, constraints for sewer pIpes within slopes, manhole design, and alignment information including easement requirements for access purposes. Lastly, subsection 3-303 discusses the design of force mains and pump stations including pump station alarm and wet well facilities. A copy of the Subdivision Manual, Section 3-300 is included. in Appendix N. In addition, the complete Subdivision Manual is available to be viewed on-line or in person at the City of Chula Vista. e ~ ~ ~ i: g I Engineering plan detail drawings are included in the City's Design Standards and Construction Standards. These details include design features specific to the City of Chula Vista and include standards for wastewater facilities such as sewer laterals and deep sewer connections, along with other non-sewer related facilities such as pedestrian ramps and streetlights. These design details, included in Appendix J, can also be viewed on-line or in person at the City of Chula Vista. Additional, regionally accepted design details for features not included in Chula Vista's design standards may be found in the regional standard drawings maintained by the City of San Diego. .j."~ ~ ~~ Ii!'!! DEl'AR~:;UHUC ::i!:.-.~.'- . :\ "';~.".~, 1 DESIGN STANDARDS ji I '1: .2002 I:'. CONSTRUCTIO. N. ' STANDARDS - ..--... b) Procedures and standards for inspecting and sewers, pumps, and other appurtenances rehabilitation and repair projects. ~~ Jso ~ eJ.ONAL STANDARD D~ testing the installation of new and for As previously mentioned, the Operations and Engineering divisions of the Public Works Department have worked to create the Department of Public Works Design Standards and Construction Standards. This document has standard drawings specific to Chula Vista and should be used in correlation with San Diego Area Regional Standard draw'ings. A copy of the Chula Vista manual is included in Appendix J, and is also available on- line ot by request from the City of Chula Vista. . --- ----..- Section V Design and Performance Provisions PaRe 19 7-,,0 ~!r?- ~ OIYO' (HULA Vlsr~ Sewer System Management Plan April 2009 The Standard Specifications for Public Works Construction, more commonly knovm as "the greenbook," is \Aiidely used by cities and counties across California. This manual has been used as the "standard" for almost 30 years for the public works construction market. The fourteenth edition includes the most . . recently tested and accepted construction, inspection, and testing methods, and is intended to aid in furthering uniformity of plans, project specifications, and competitive bidding practices used by those involved in public works projects. Section V: Design and Performance Provisions Paae 20 7 -'31 ~({?- ~~-' OTYQf CHULA V151A Overflow Emergencv Response Plan Sewer System Management Plan April 2009 The City of Chula Vista owns and operates a diverse wastewater collection system that consists of pump stations, gravity flow sewer mains, and force mains. These facilities are well. maintained and normally should not result in any sewage overflows or spills. However, the possibility exists that. unforeseen accidents, equipment failure, or other events not controllable by the City could result in sewer overflows or spills. The majority of the WDR regarding an Overflow Emergency Response Plan are fulfilled by the City of Chula Vista's "Sewer Overflow Emergency Response Plan" included in Appendix K. The portions of the WDR document addressing specific requirements are summarized below: Overflow Emergency Response Plan - Each Enrollee shall develop and implement an overflow emergency response plan that identifies measures to protect public health and the environment. At a minimum, this plan must include the following: (a) Proper notification procedures so that the primary responders and regulatory agencies are informed of all SSOs in a timely manner; As described in the Sewer Overflow Emergency Response Plan, notification of any spill received by City staff during normal business hours (7:00a.m. to 3:30p.m. Mon. thru Fri.) is routed to the Public Works Department, Customer Service Center (619-397-6000). The Customer Service Center is responsible for recording relevant spill information, immediately dispatching a Chula Vista vactor truck crew. to the scene, and notifying the Public Works Wastewater supervisor. Should a person need to notify the City of Chula Vista ofa spill condition after normal business hours, the Public Works phone number directs people to call a non-life threatening Police Department phone number where the dispatcher will collect the pertinent data and notify the on-call ("Standby") Public Works staff. The Standby will investigate the reported spill and notify the supervisor of their findings. The supervisor has the authority to call additional personnel if necessary to contain the spill, clean, and disenfect the area. The supervisor \vill report the SSO in accordance with the Regional Water Quality Control Board guidelines. Section VI: Overflow Emergency Response Plan Paae 21 7-~2 ~\!IC- ~ aTYOf CHlJlAV1ST.'. Sewer System Management Plan April 2009 (b) A progral1} to ensure an appropriate response to all overflows; The City of Chula Vista has implemented a Sewer Overflow Emergency Response Plan outlining procedures that, when enacted in response to a sewer overflow or spill, would reduce or eliminate public health hazards, prevent unnecessary property damage, and minimize service interruption. The plan includes procedures to ensure that City staff can quickly respond appropriately to spills, assess any property damage, and accurately report overflows/spills in a timely.manner to regulatory agencies. ~ \ ft... -.- .~- ~ ellY OF (HULA VISTA The City of Chula. Vista's response plan complies with Waste Discharge Requirements issued by the California Regional Water Quality Control Board, beginning with San Diego Region Order No. R9-96-04. The plan is reviewed and revised annually in order to stay in compliance with the most recent waste discharge requirements. S~wer Overflow Emergency Response Plan ----"-- ....-- o.......':.=~~ (c) Procedures to ensure prompt notification to appropriate regulatory agencies and other potentially affected entities (e.g. health agencies, Regional Water Boards, water suppliers, etc.) of all SSOs that potentially affect public health or reach the waters of the State in accordance with the MRP. All SSOs shall be reported in accordance with this MRP, the California Water Code, other State Law,. and other applicable Regional Water Board WDRs or NPDES permit requirements. The SSMP should identify the officials who will receive immediate notification; Should a spill occur, the Public Works Operations Department is required to notify the' San Diego County Department of Health regardless of the size of the spill as specified within the Overflow Response Plan. The original Monitoring and Reporting Program from R9-96-04 also requires the notification of the Office of Emergency Servies (OES) in accordance with California Water Code 13271 (Appendix F). Similar requirements exist for notifications to the Department of Fish and Game depending on the size and location of the spill. For complete procedures, including notification requirements, regarding the handling of SSOs in the City of Chula Vista, please see the Sewer Overflow Emergency Response Plan. As previously mentioned, this Overflow Response Plan is reviewed and revised annually to stay in compliance with the latest regulations regarding SSOs. For example, procedures have been modified to comply with San Diego Regional Water Quality Control Board Order No. R9-2007-0005 (adopted on February 14, 2007) which requires agencies to report any public or private sewer spill in excess of 1,000 gallons to the Department ofFish and Game by phone, fax or email within 24 hours of becoming aware of the SSO. For a privite spill less than 1,000 gallons, the City has 30 days to report to the State Board Online SSO database. This requirement supersedes the private lateral sewer discharge reporting timeframe for private lateral sewer discharges in the State . Section VI: Overj70w Emergency Response Plan Paae 22 7-33 ~Ir?- ",,!-= CHG'iA ~IST.~ Sewer System Management Plan April 2009 Board Monitoring and Reporting Program No. 2006-0003-D\yQ (please see Appendix D). (d) Procedures to ensure that appropriate staff and contractor personnel are aware of and follow the Emergency Response Plan and are appropriately trained; When new staff are hired in the Wastewwater Operations Division of Public Works they are given training on, and receive a copy of, the Emergency Response plan. Supervisors review the plan with the employee and the employee is trained by the sewer maintenace crew that responds to sewer spills during their first six-months of service. Review of the Emergancy Response Plan is held annualy for all wastewater and standby staff. Contractors working on sewer facilities are required to submit their own Emergency Overflow Response Plan specific for their project to the. City prior to starting any construction activity. In addition, should a contractor experience an SSO, they are required to immediately cease all construction activity, begin cleanup efforts, and call the City inspector for the project who will oversee cleanup efforts ensuring the Contractor's compliance with their emergency response plan and notification requirements. In addition, the inspector would be able to call Public Works crews for assistance in the cleanup effort if necessary. (e) Procedures to address emergency operations, such as traffic and.crowd control and other necessary response activities; and As outlined in the City's Overflow Response Plan, the following procedures are used when responding to emergency situations: 1. When responding to an overt1ow/spilllocation staff first needs to secure the area by means of blocking off the affected area from public contact. This can be done by the flowing method: a. Use traffic cones, barricades or warning tape to detour vehicle and pedestrian traffic safely around affected area. 2. Use reflectorized clothing when working at night. 3. Use proper traffic control patterns and advanced warning signs as outlined by San Diego Regional Standards when working in the roadway. 4. Use proper personal protective equipment (PPE) when working with raw sewage. 5. Follow. all- other safety procedures as outlined in the Human Resources Department Policies And Procedures Codes Of Safe Practice (f) A program to ensure that all reasonable steps are taken to contain and prevent the discharge of untreated and partially treated wastewater to waters of the United States and to minimize or correct any adverse impact on the environment Section T-'J: Overflow Emergency Response Plan Paae 23 7-~4 .,:,W?- "'~--: (frY Of CHULA vlST.~ Sewer System Management Plan April 2009 resulting from the SSOs, including such accelerated or additional monitoring as may be necessary to determine the nature and impact of the discharge. A fast response and containment program ensures City staff have the ability to limit, or entirely prevent, discharges into waters of the United States. As further detailed in the Overflow Response Program, when responding to an overflow/spill location, staff first assesses the magnitude of the spill to arrange for reasonable, immediate actions to contain the overflow/spill. Staff has several different methods available depending on the given situation: 1. Typically,BMP's such as Geo Logs or rock bags are setup downstream from the overflow/spill to prevent further discharge to the storm drain system. Staff then positions a vacuum truck to begin vacuum operations. Water and debris from the spill is contained in the storage tank of the vacuum truck. Staff makes a determination if more equipment is needed for containment during the event. 2. Containment for large overflow/spills are handled differently. depending on location and terrain. Methods to contain large overflows/spills may require the following methods: a. DamlDike - dams and dikes can be erected to contain overflows/spills. Staff has access to materials such as rock bags,sand, and base materials to construct a dam or dike when needed. b. Pump Bypass-The City owns it's own bypass pumping system and can set up operation to bypass or pump contained discharge back to the collection system. The bypass system is capable of pumping up to a one half mile depending on the head pressure. In satisfying all notification requirements regarding SSOs, the City must contact the San Diego County Department of Environmental Health. Once contacted, the Department of Environmental Health may review the effected area, monitoring for any environmental impacts. Should impacts be found, the City would comply with recommendations made by the County Department of Environmental Health to minimize or correct the impacts. Section VI: Overflow Emergency ReSponse Plan Paae 24 7-35 ~\Ir?- ~'! -:: OTYOF CHUL, VISlA Sewer System Management Plan April 2009 Fats. Oil, and Grease (FOG) Monitoring Program The buildup of fats, oil, and grease in a sanitary sewer 7 system can quickly reduce a system's efficiency and result in overflows. The City of Chula Vista's sewer maintenance program aggressively fights the buildup of FOG in the system by routinely monitoring and cleaning those areas where FOG has been known to accumulate. As a result of these, and other preventative maintenance efforts, the City of Chula Vista is routinely below the regional average number of SSOs (per 100 miles of sewer lines) according to data provided by the Regional Water Quality Control Board. While the City of Chula Vista does not believe we currently experience a significant FOG problem, the City has enacted a FOG Control Program aimed at reducing the amount of FOG discharged into the system. The WDR regarding FOG Control Programs required by the Regional Water Quality Control Board details requirements to be included in an agency's program. Each requirement, and a description of how the requirement is satisfied in Chula Vista, is detailed within this chapter. Several requirements are satisfied by various Chula Vista Municipal Code sections that have been included in the body of this report. In addition, Chapter 13 of the Municipal Code, which focuses on the City's sewer system, has been included in Appendix "H." The Municipal Code in its entirety may be viewed at www.chulavistaca.gov. FOG Control Program: Each Enrollee shall evaluate its service area to determine whether a FOG control program is needed. If an Enrollee determines that a FOG program is not needed, the Enrollee must provide justification for why it is not needed. If FOG is found to be a problem, the Enrollee must prepare and implement a FOG source control program to reduce the amount of these substances discharged to the sanitary sewer system. According to statistics published by the Regional Water Quality Control Board, over the past five fiscal years the City of (hula Vista has experienced an average number of SSOs (per 100mi) well below the San Diego County Average as can be seen in the table belo\v: SSO Statistics Summary Fiscal Year I 02/03 03/04 04/05 05/06 I 06/07 Ave. # of SSOs in San Diego I 5.4 o 0 4.8 3.6 2.9 .J..J County (per 100mi) Ave. # of SSOs in City of .8 I 0 o 0 0 1.3 ..J .J..J ..J Chula Vista (per 100mi) Chula Vista staff believes the relatively low number of SSOs experienced within the City of Chula Vista is a testament to the City's diligent preventative maintenance program for the wastewater collection system. Although these statistics are something to be proud of, Section VII: Fats, Oil, and Grease (FOG) lvfonitoring Program Pa~e 25 7-,,6 ~\\~:- ~ OrYOf CHULJ, VISIJ, Sewer System Management Plan April 2009 the City believes there is room for improvement. A recent survey of food service establishments in the City (further discussed later in this chapter) suggests that, while a majority utilizes pre-treatment devices, only 50% properly maintain them. The statistics regarding SSO's within the City and the results from the food service survey leads staff to believe that programs already in place adequately address FOG related issues within the City, but more can be done via public outreach and education to reduce the amount of FOG being discharged into the sewer system, specifically regarding the maintenance of pre-treatment devices. Understanding that FOG does not currently create significant issues in the City of Chula Vista's wastewater collection system, but that some improvements can be made, the City plans to implement a FOG Control Program aimed at improving public outreach and pre-treatment requirements. FOG Control Program: This plan shall include the following as appropriate: (a) An implementation plan and schedule for a public education outreach program that promotes proper disposal of FOG; In order to create and implement a public outreach campaign 'promoting the proper disposal of FOG, the City of Chula Vista first needed to understand practices currently being implemented to reduce. or eliminate the amount of FOG entering the wastewater system by major FOG generators in the City: Food Service Establishments (FSEs). In 2007, the City mailed a questionnaire (see Appendix M) to all FSEs located within the City asking a variety of questions regarding the use and maintenance of grease pre- treatment devices. Data generated by the questionnaire was entered into a master database for tracking and record keeping, but more importantly, the data provided staff with a much clearer picture of the practices being implemented by FSEs in the City that could be used to create an effective public outreach and education campaign. Based upon the survey data collected, approximately 60% of FSEs in Chula Vista utilize grease pre- treatment devices. Of these establishments, only 50% properly maintain and dispose of FOG. As a result, Chula Vista's FOG outreach and education program must first encourage FSEs to utilize pre-treatment devices, and then educate them regarding proper routine maintenance and FOG disposal procedures. Initial outreach efforts will take place during 2009 and will focus on educating FSEs of current Municipal Code ordinances requiring the use of pre-treatment devices. Pamphlets outlining existing requirements will be mailed to FSEs with contact numbers for various City departments able to answer questions regarding installation, maintenance, and FOG disposal procedures, for pre-treatment devices as well as instructions on what to do and who to notify in case of an accidental overflow. A second phase of outreach may begin as early as November 2009. City staff from the Building and Public Works Dep3.J.-tments are currently drafting a new FOG ordinance to be included in the City's Municipal Code. This new FOG ordinance will impose stiffer penalties for non-compliance, allow a grace period (starting on the date of approval of said ordinance) for existing FSEs without pre-treatment devices to install devices without Section VII: Fats, Oil, and Grease (FOG) Monitoring Program Paae 26 7-~7 ~!r?- '!:.!-:. ClTYQF CHULA Vlsr~ Sewer System Management Plan April 2009 penalty, arid outline more specific guidelines for the installation and maintenance of pre- treatment devices. The City anticipates this ordinance to be approved and implemented by November 1,2009. Once approved, the City's second phase of public outreach will educate FSEs on the changes to the Municipal Code, further encouraging FSEs to comply with pre-treatment device requirements during the grace period to be detined within the ordinance. Starting in 2010, annual outreach campaigns will continue, educating FSEs on the latest FOG 'pre-treatment devices, maintenance standards, and FOG disposal locations. In addition to regularly scheduled outreach campaigns, Public Works Department staff ",ill coordinate with the City's Residential Recycling Division to implement seasonal campaigns targeting residences, educating Chula Vista residents on the proper disposal of cooking oil and grease, etc. These efforts, some of which are already in place, are the result of anecdotal evidence of increased cooking oil use during holiday seasons such as the use of turkey fryers on, or around, Thanksgiving. Current methods used to deliver the City's FOG message to residents are limited to City internet webpage announcements, however, staff is researching the posting of educational posters at grocery stores, libraries, and other public venues, as well as point-of-purchase labels indicating proper disposal of cooking oils and grease at deep fat fryer sales sites (particularly turkey fryers). (b) A plan and schedule for the disposal of FOG generated within the sanitary sewer system service area. This may include a list of acceptable disposal facilities and/or additional facilities needed .to adeqriately dispose of FOG generated within a sanitary sewer system service area; City of Chula Vista sewer maintenance crews dispose of FOG generated within the sanitary sewer system, as well as any other solid debris collected during sewer maintenance operations, in accordance with local landfill regulations. The City of Chula Vista's Hazardous Waste Facility located at 1800 Ma.'(well Road in the City of Chula Vista will accept used cooking oil from residential households within the City of Chula Vista. Information regarding this program can be found on the City's website at www.chulavistaca.gov. In addition, the website provides the phone number to call if residents are interested in having their so lid waste provider collect used cooking oil at their home. Businesses are encouraged to contact their solid waste service provider to coordinate the disposal of FOG. (c) The legal authority to prohibit discharges to the system and identify measures to prevent SSOs and blockages caused by FOG; The City of Chula Vista has included language within the City's Municipal Code regarding prohibited discharges to the sanitary sewer system under Section 13.12.010. While sub-paragraph "A" states that the list of prohibited discharges described within the Section VII. Fats, Oil, and Grease (FOG) Monitoring Program PaO'e27 7-~8 ~\!I(- ~ OTYOf (HULA VIST." Sewer System Management Plan April 2009 section applies to all users ofthe wastewater system, and can be amended, sub~paragraph "Boo lists the specific substances that are prohibited from being. discharged into the system. Excerpts from section 13.12.010 are included here for example purposes while the entire section and Municipal Code as a whole are available on-line. Additional sections of the Municipal Code addressing the City's legal authority to regulate the use of the sewer system is further addressed in the Legal Authority chapter of this SSMP. 13.12.010 Prohibited discharges C. Prohibited discharges shall include, but not be limited to, those containing constituents enumerated in this section. Such prohibitions are applicable to all users of the wastewater system. Any constituent not listed herein may be added by regulation or other prohibition promulgated by the Director based on results of technical determinations, the actions of regulatory agencies, the projected impact of the constituent upon the wastewater system, and the capacity of wastewater treatment facilities to accommodate such constituent. D. No person, whether or not a permittee, shall discharge or cause to be discharged directly or indirectly into a sewer lateral, or into the wastewater system or facilities, the following: 4. Any solids or viscous substances or other matter of such quality, size or quantity that they may cause obstruction to flow in the sewer or be detrimental to proper wastewater treatment plant operations. These objectionable substances include, but are not limited to, asphalt, dead animals, offal, ashes, sand, mud, straw, industrial process shavings, metal, glass, rags, feathers, tar, wood, whole blood, paunch manure, bones, hair and fleshings, entrails, fatty acids, grease and oil, paper dishes, paper cups, and milk containers or other similar paper products, either whole or ground. 8. Any matter containing more than 500 mg/l of oil or grease. (d) Requirements to install grease removal devices (such as traps or interceptors), design standards for the removal devices, maintenance requirements, EMP requirements, record keeping and reporting requirements; The City of Chula Vista's Municipal Code Section 13.10.150 states that all FSEs are required to install and maintain a grease pre-treatment device. 13.10.150 Pre-treatment - Grease - Food establishments B. All food establishments shall install a grease pre-treatment device in the waste line leading from the food preparation area, Section v1l: Fats, Oil, and Grease (FOG) lvionitoring Program Paf?e 28 7-.J9 ~\\(?- ~! - CfYt.'f CHULA Vl5I~ Sewer System Management Plan April 2009 or from sinks, drains, appliances and other fixtures or equipment used in food preparation or cleanup, to where grease may be introduced into the sewerage system. Such grease pre- treatment devices shall be installed to remove grease from wastewater and 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 sewer. As previously mentioned in this chapter, the majority of Chula Vista FSEs that responded to the City survey currently utilize pre-treatment devices to reduce or eliminate FOG from entering the sewer system. The use of these devices, combined with preventative maintenance efforts already in place, reduce FOG levels within the system to manageable levels. As a result, the City of Chula Vista has not yet imposed more specific design standards or maintenance requirements regarding the use of grease removal devices. However, in a coordinated effort between Public Works and Building Department staff, the City is currently drafting an entire FOG ordinance imposing stiffer penalties for non- compliance and more specific guidelines for the installation and maintenance (including record keeping and reporting requirements) of pre-treatment devices. The City anticipates this ordinance to be approved and implemented by November 1, 2009. Although specific design and maintenance standards are not yet included in our Municipal Code, City staffrequires any new construction or restaurant remodel project to comply with 2008 California Plumbing Code (CPC) standards. These standards include requirements for fully functional, properly sized grease. interceptors to be installed in accordance with manufacturer specit'ications. (e) Authority to inspect grease producing facilities, enforcement authorities, and whether the Enrollee has sufficient staff to inspect and enforce the FOG ordinance; . As discussed in the Legal Authority chapter of this SSMP, City of Chula Vista Municipal Code Section 13.06.030 (B) gives representatives of the City the right, if necessary, to access a facility to inspect discharges to the City of Chula Vista's sanitary sewer system. Unfortunately, the City does not currently have the ability to inspect every FSE within the City on a regular basis for grease pre-treatment devices. Currently, the City of Chula Vista Public Works NPDES Inspection team conducts inspections of most high volume restaurants for storm drain discharge violations. As part of their inspection of FSEs in areas that discharge into sewer pipes knoVvn to experience FOG buildup, staff will verify the existence of grease recycling barrels and/or interceptors. The Public Works Engineering section will continue working with the NPDES Inspection Team to ensure FSEs in these areas, along with FSEs that have experienced SSOs in the past, are properly disposing of grease as well as implementing other best management practices.V Section VII: Fats. Oil, and Grease (FOG) Monitoring Program Pa~e 29 7-<+0 ~Ir?- ~ ClfYOF CHULA Vlst~ Sewer System Management Plan April 2009 (f) An identification of sanitary sewer system sections subject to FOG blockages and establishment of a cleaning maintenance schedule for each section; and As discussed in the Operations and Maintenance Chapter of this SSMP, the City of Chula Vista utilizes a computer based Management System (GBA Master Series) to organize and schedule maintenance activities according to the nature of the activity or severity of the problem. While City crews provide routine maintenance on all sewer facilities at least once every 18 months, portions of the system experiencing low flow volumes or a high concentration of grease/roots are scheduled for cleaning more frequently. City staff currently identifies FOG problem areas through two primary methods discussed in the Operations and Maintenance Section of the report: tracking maintenance activity in the GBA on a manhole to manhole basis, and annual video monitoring program inspections. As City crews perform routine maintenance of sewer lines, they note any debris or blockages encountered, entering this information in the GBA. Lines experiencing regular blockages (which are usually only partial blockages) are then inspected in more detail via video monitoring to better understand the nature of the blockages or debris in the line. Areas requiring more routine maintenance are scheduled accordingly. Approximately 8,403 linear feet of sewer pipes (less than .5% of the entire system) are currently identified in the City's GBA and are scheduled for more routine, focused cleaning activities specifically for FOG and root control. Cleaning of these specifically identified lines takes place on a 30 or 60-day schedule depending upon the severity of the problem, the history of blockages or overflows, and t.~e proximity to FSEs that may discharge an above average amount of FOG into the system. Lines receiving this elevated level of maintenance may be scheduled for cleaning using active enzymes to facilitate the breakdown of grease depending upon the severity of the problem. These enzymes are periodically deposited into certain lines to enhance the effectiveness of the cleaning process. Length of Sewers in Focused Cleaning Program for FOG Control Cleaning Frequency (days) Length (feet) 30 5,651 60 2,752 8,403 Total (feet) It should be noted the Ciry"s Public Works Operations Division maintaiIls records within their GBA software to monitor maintenance issues unrelated to FOG buildup. These records include information such as the date and time of all cleaning activity, the type of Section VII: Fats, Oil, and Grease (FOG) lvIonitoring Program Paae 30 7-'2l.1 \ ~\{(?- ~ OTYOf (HULA VISH Sewer System Management Plan April 2009 cleaning completed, type of debris encountered, and the severity of any maintenance issue. As a result, City staff is able to utilize specific cleaning procedures and schedules tailored to address the needs of each pipe segment. (g) Development and implementation of source control measures for all sources of FOG discharged to the sanitary sewer system for each section identified in (j) above. As previously discussed, the amount of FOG discharged into the sewer system is currently at levels that are manageable through routine maintenance activities. However, as shown in the results of the City's pre-treatment device survey, there is room for improvement in the number of FSEs that utilize pre-treatment devices, as well as in the maintenance practices for those facilities already equipped with grease control devices, The City's plan for implementing a public outreach campaign, combined with the drafting of a new FOG ordinance as previously discussed, should help reduce the amount of FOG being discharged into Chula Vista's wastewater system. As these efforts are implemented, the City will monitor the number and frequency of SSOs due to FOG within the city limits, and re-evaluate our strategies for dealing with FOG discharge if, for any reason, the frequency or severity of spills begins to rise. Should the need arise, the City of Chula Vista may find it necessary to implement a more stringent inspection program with frequent visits to FSEs verifying the existence of grease interceptors and evaluating maintenance practices being utilized. Should it be necessary to expand the FOG program to such a level, the City would already have a large database of FSEs and their pre-treatment devices based on efforts already completed. It is important to note that any expansion of our inspection program would require allocating additional inspection staff and resources'that are currently unavailable, Section VII: Fats, Oil, and Grease (FOG) Monitoring Program PaiJe 31 7-,+2 ~\!ff:. ~~ - 0l"i'Of (HULA VISi.~ Sewer System Management Plan April 2009 Svstem Evaluation and Capacity Assurance Plan In order to effectively manage a sanitary sewer collection system and reduce SSO's, it is important for agencies to understand and evaluate potential capacity restrictions, and how they relate or contribute to SSO's. In the City of Chula Vista, two types of capacity are typically being analyzed: treatment capacity and flow capacity. The City of Chula Vista does not currently operate a wastewater treatment plant. Instead, the City's wastewater flows are sent to a treatment facility in the City of San Diego via two large transmission lines within the regional, "Metro" system. As such, the City has rights to a set amount of treatment capacity at San Diego's treatment plant. Therefore, it is important for Chula Vista staff to have a complete understanding of how much sewage is transported to San Diego on a daily, monthly, and annual basis. Assisting staff in this effort are 14 permanent flow meters located immediately upstream of connections from City of Chula Vista wastewater lines to regional wastewater lines leading towards San Diego's treatment facility. These meters are reviewed on a daily basis and the data is frequently used for long range planning to verify the impacts resulting from proposed development. Flow capacity within Chula Vista's own wastewater collection system is monitored through the City's flow monitoring program. Equipped with several flow meters, City staff regularly monitors numerous locations across the City to ensure issues relating to flow capacity are identified before SSO's occur. In an effort to set guidelines for all agencies to follow regarding capacity evaluations of a collection system, the State WDR lists several topics that must be included in an agency's SSMP under the chapter heading System Evaluation and Capacity Assurance Plan. These requirements, and how the City of Chula Vista addresses each, are included below: System Evaluation and Capacity Assurance Plan: The Enrollee 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 SSG discharge caused by hydraulic deficiency. The evaluation must provide estimates of peak flows (including flows fi'om SSGs that escape Fom 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; The City of Chula Vista does not currently experience regularly occurring .SSO's resulting from hydraulic deficiencies. However, the City has evaluated the capacity of Section VIII: System Evaluation and Capacity Assurance Plan Pa$e 32 7-q3 ~!ft.. ~ mY Of (HUlA V1ST.~ Sewer System Management Plan April 2009 key system components and identified locations exceeding current flow capacity design standards. The most recent evaluation of the entire collection system with respect to flow capacity was completed in 2005 with the adoption of a wastewater master plan. Additional capacity studies have also been completed for individual sewer basins as further discussed below. During the City's recent development boom beginning in the late 1990's, the City completed sewer basin studies of three major basins within the City: Telegraph Canyon (2002), Poggi Canyon (2003), and Salt Creek (2003). As part of these studies, models of each basin and their respective sewer lines were completed. Flow projections for each basin's build-out scenario were completed with lists of improvements required to accommodate anticipated growth generated for each basin. In 2005 the City of Chula Vista retained a consultant to update the City's Wastewater Master Plan. As part of this effort, the consultant was tasked with combining the three existing hydraulic models previously mentioned with a fourth, existing model that covered 'the remaining, older sewer basins. Once combined, the consultant was to calibrate the model and evaluate the system with the following objectives: 1. Develop hydraulic models of the City's wastewater trunk sewer collection system (pipes with 12" diameter or larger) 2. Identify sewer reaches that may be over capacity under existing aI!d projected future peak wastewater loading conditions. 3. Based on the fmdings of the hydraulic analysis, recommend improvements to the existing collection system to reduce the potential for sanitary sewer overflows and to allow for planned growth 'Within the City's service area. After completing the model and evaluating both the existing and projected loading scenarios, the consultant identified four locations as being over design capacity and were identified in the fmal Wastewater Master Plan as needing capacity enhancing improvements. These locations, and the City's plan for each, are as follows: Center Street: The capacity of the Center Street sewer line has been increased since being identified within the Wastewater Master Plan. A CIP was completed in 2008 upsizing the facility from a I O-inch diameter pipeline to a l5-inch pipeline. Colorado Avenue: After being identified in the Wastewater Master Plan, the Public Works Operations Division thoroughly cleaned the pipe, and Engineering Staff set flow meters to determine if flow conditions within the pipe improved. After being cleaned, the overall depth of flow within the pipe was significantly reduced. Since this time maintenance crews have placed the pipe on their list of segments to be cleaned on a more regular basis. Engineering staff has created a eIP to increase the pipe size from IS-inch to l8-inch, but have kept the project on hold Section VIII: System Evaluation and Capacity Assurance Plan Pag"e 33 7-,+4 ..s} (;.. ~ OTYOf- CrlULA VISI' Sewer System Management Plan April 2009 as it appears the increase in routine maintenance has improved flow within the line and it currently does not experience significant capacity limitations. Moss Street: Improvements along Moss Street designed to increase the capacity within the Moss Street sewer line have already been completed. A CIP was created in 2006 to upsize the pipe from an 8-inch diameter to a 10-inch diameter, and was completed shortly there after. Main Street: Two sewer lines currently exist within Main Street: the Main Street line and the Salt Creek Trunk Sewer. The Main Street line currently exceeds capacity thresholds while the Salt Creek Trunk line has excess capacity. A CIP has been created to construct a diversion structure to divert flow from the Main Street line to the Salt Creek Trunk. However, this project is currently on hold as City staff discusses the possibility of an alternative diversion structure proposed by the City of San Diego that would divert flow from Chula Vista facilities to San Diego facilities. Construction on one of the two diversion structures should begin during calendar year 2009. The City also uses the findings of the Master Plan's hydraulic analysis to guide its flow- monitoring program. After the Master Plan was completed, the Engineering Division of the Public Works Department evaluated the hydraulic analysis and determined which sewer lines were approaching capacity thresholds, and scheduled these locations to be periodically monitored under the City's flow monitoring program. Should any of the locations rise above the City's capacity. threshold standards, an appropriate solution would be identitied, and funds would be allocated for design and construction through the City's Capital Improvement Program. As it exists today, the current hydraulic model of the City's sewer network includes pipes with a diameter equal to, or greater than, 12 inches. The City of Chula Vista has recently started incorporating all remaining pipes into the overall hydraulic model, and anticipates completing the model in 2010. (b) Design Criteria: Where design criteria do not exist or are deficient, undertake the evaluation identified in (a) above to establish appropriate design criteria; The entire Chula Vista sanitary sewer collection system is subject to the design standards included in the City's Subdivision Manual (section 3-300). These standards were therefore applied in the analysis completed as part of the Wastewater Master Plan update of 2005. Examples of some of the design standards addressed by the City's Subdivision Manual are included below: Section VIII: Sysrem Evaluation and Capacity Assurance Plan Pa~e 34 7-,+5 ~!I/,~ .""f- mYOI QiULA VIS;A Sewer System Management Plan April 2009 Land Use Residential R-l & R-2) Residential CR-3 & MHP) Commercial Industrial and Institutional Parks Elementary School Junior High and High School Parameter Criteria Peak flow depth to pipe diameter ratio d/D10.50 for d < 12 inches .75 for d > 12 inches 10.013 for VCP or RCP, d <21 inches, Manning 'n' factor 10.012 for VCP or RCP, d >21 inchesl 0.012 for PVC all sizes Minimum Velocity 2 feet/second Maximum Velocity 12 feet/second (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, III reduction programs, increases and redundancy in pumping capacity, and storage facilities. The CIP shall include an implementation schedule and shall identify sources offunding. The Wastewater Engineering section is responsible for including sewer related projects into the City's CIP Program on an annualbasis. The list of projects proposed each year by the Wastewater Engineering section is generally based on 1) available funding, 2) infrastructure deficiency priority lists generated by staff, and 3) capacity constraints. Available Funding: In 2007 the City Wastewater Engineering Section obtained a consultant to update the "Cost of Service and Rate Study for Sewer Services." The consultant analyzed the City's sewer rates, required capacity improvements identified in the City's Wastewater Master Plan, and the City's maintenance obligations, in order to recommend a revised sewer service rate that would collect the necessary funds to pay for the operation and maintenance of the sewer system. The consultant ultimately recommended a rate structure that funded the construction of all capacity enhancing improvements identified in the Wastewater Master Plan prior to the end of fiscal year 08/09, over $1.5 million Section VIII: System Evaluation and Capacity Assurance Plan Pa$e 35 7-<+6 ~!I(.. ~ aT'VQf CHULA VIST." Sewer System Management Plan April 2009 worth of rehabilitation projects for Fiscal Year 07/08, and included $1.4 million worth of rehabilitation projects each year between Fiscal Years 09/1 0 and 12/13. Revenue collected from rate payer's sewer fees to facilitate the operation and. maintenance of the sewer system are divided into two funds: the Sewer Facility Replacement fund and the Sewer Service Fund. The Sewer Facility Replacement fund is used to rehabilitate or replace deteriorating sewer facilities such as pipes, manholes, arid pump stations.. The Sewer Service fund is used to pay for sewer treatment at the plant operated by the City of San Diego as well as any capacity enhancing project within the City of Chula Vista. As CIP projects are created and funding is allocated, the Wastewater Engineering section identifies which of these tv/o funding sources is to be used. Infrastructure Deficiency Priority List: As discussed in the Operations and Maintenance Program Chapter of this SS!VIP, the City of Chula Vista monitors the sewer system for infrastructure deficiencies and failures primarily through a video monitoring program. As deficiencies and failures are identified, they are assigned a deficiency score based on the nationally recognized P ACP method developed by NASSCO. Capital improvement projects are then created and s,cheduled, allocating the necessary funds for the design and construction of those projects with the highest priority, accounting for both short term and long term needs. Capacity Constraints: Capacity constraints, such as those identified in the 2005 Wastewater Master Plan, are addressed through the creation of capacity enhancing CIP projects. The City of Chula Vista has created CIP projects addressing all known capacity constraints existing at this time. As development continues within the City of Chula Vista, developers will continue to be required to study the City's sewer system and mitigate any impacts directly attributable to their respective projects. If and when the City's development master plan is updated, the Wastewater Master Plan will also be updated as appropriate to ensure long term sewer demands are properly accounted and planned for, with funding sources appropriately identified. In addition, the City of Chula Vista 'Will continue to monitor the system for capacity related issues through the City's flow monitoring program, creating projects as needed to address any identified issues. (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 revie,ved and updated consistent with the SSj\1P review and update requirements as described in Section D. 14. Section vlJ1: System Evaluation and Capacity Assurance Plan Pase 36 7-<+7 ~w(... ~-= OTYQf CHUlA VIST.~ Sewer System Management Plan April 2009 As flow capacity issues are identified, Chula Vista Engineering staff typically creates a CIP to be completed the following fiscal year. Schedules are generally set through the CIP creation process accounting for staff and funding availability. In addition, capacity constrained segments of the sewer system are routinely monitored through the City's flow monitoring program so that adjustments can be made to construction schedules (either fast-tracking or delaying projects if flow conditions change): The City's CIP Program is updated on an annual basis so ,project schedules are reviewed and updated as needed on an annual basis. Please see Appendix "T" for the current list of sewer related CIP projects and their anticipated construction schedules. Section HII: System Evaluation and Capacity Assurance Plan Pa$e 37 7-,+8 ~\r?- ~ em 0' (HUlA VISI~ Sewer System Management Plan April 2009 Monitoring, Measurement. and Program Modifications In an effort to ensure an agency's SSMP is continually updated and effective, the WDR states specific requirements regarding performance measures. Each requirement, along with Chula Vista's plan to comply with each, is included in this chapter. The Enrollee shall: / (a) _Maintain relevant information that can be used to establish and prioritize appropriate SSlvlP activities; (b) .Monitor the implementation and, where appropriate, measure the effectiveness of each element of the SSMP; (c) Assess the success of the preventative maintenance program; (d) Update program elements, as appropriate, based on monitoring or performance evaluations; and (e) Identify and illustrate SSG trends, including: frequency, location, and volume. Monitoring the efficiency and effectiveness of a sewer system is largely dependant upon an agency's ability to collect and analyze data. All five of the requirements listed above can only be met if Chula Vista accurately maintains and analyzes the data compiled through all of the programs and policies described in this document. Chula Vista staff has selected several specific performance measures that can be compiled on an annual basis to serve as indicators of whether or not the programs and policies described in this report are effective, and what areas should be our highest priority. These performance measures are shovvn on the following page. \Vhile Chula Vista staff have monitored several of these parameters in the past, some of the parameters listed are new and will be monitored beginning with the adoption of the SSMP. Therefore, staff is unable to evaluate the effectiveness of all of these measures at this time. As data is collected, City staff will set specific thresholds for each performance measure that should not be exceeded. If and when these thresholds are exceeded, staff will immediately implement an action plan that will bring the applicable performance measure within threshold standards in the next annual capital improvement program budget. Should multiple threshold standards be exceeded at once, priority will be given to issues resulting in SSO's with the largest SSO receiving the highest priority. Each performance measure will be re-examined, and updated as necessary, with each SSMP update. Over time, trends for each performance measure will be included in the City's SSMP document. Section LK: lvlonitoring, Aleasurement and Program lvlodifications l.::n 38 ~II?- ~ CHeLX.~Isr.o\ Sewer System Management Plan April 2009 SSMP Element I Performance Measures Goal" . Average response time . 30 minutes during Overflow Emergency . Percent of total business hours; 60 Response overflow volume minutes after hours contained · 80% Containment . Number of SSO's due ". Zero FOG related SSO's to FOG Fats, Oils, and Grease . Length of pipe . 8,400 linear feet annually Program receiving increased maintenance activity specifically for FOG related issues . Number of SSO's due . Zero capacity and J to capacity limitations " weather related SSO's or wet weather Capacity Management . Number of sewer . Zero locations over locations currently capacity ex;ceeding capacity thresholds . Total number and · 8 SSO's, 1140 gallons volume ofSSO's . Number of pump . Zero pump failures station failures" 0 Number of pipe . Zero pipe failures Operatio"n and Maintenance failures . Length of pipe e 63 miles / year CCTV'd .. Length of pipe that . 5 miles received routine maintenance . Performance measures relate to portions of the sewer system owned and maintained by the City of Chula Vista. For example, SSO's resulting from problems within privately maintained sewer lines will be monitored and reported in accordance with state and local guidelines, but will not be included in data used to determine whether or not performance measures are being met. Section IX: Monitoring, A1easurement and Program A1odifications Pa~e 39 " 7-00 ~Ir?- ~!~ OTYOf CHULA VISI-I Sewer System Management Plan April 2009 Audits The VlDR requires agencies to audit their SSMP according to the following: SSMP Program Audits - As part of the SSMP, the Enrollee shall conduct periodic internal audits, appropriate to the size of the system and the number of SSOs. At a minimum, these audits must occur every two years and a report must be prepared and kept on file. This audit shall focus on evaluating the effectiveness of the SS.MP and the Enrollee's compliance with the SSlvlP requirements identified in this subsection (D.l3), including identification of any deficiencies in the SSMP and steps to correct them. The City of Chula Vista will complete audits of the SSMP on an annual basis. The City will also determine each year whether or not the SSMP needs to be updated, and will do so as necessary.. The results of each audit, along with a summary of any updates to the SSMP, will therefore be published on an annual basis in a report that will be available to the general public. Each audit will include the following: · Review of performance measures as discussed under Chapter IX titled "Monitoring, Measurement, and Program Modifications." .. Details of any action plan required to return any performance measures exceeding threshold standards to an acceptable level. .. Description of system improvements during the past year . Description of system improvements planned for the upcomlllg year, with an estimated schedule for implementation .. Summary of any updates to the SSMP itself Each audit report will be kept on file to fulfill the SWRCB audit requirement. Section X: Audits Page 40 7-51 ~\\r?- ~ nTYOF CHUlA VIST.~ Sewer System Management Plan April 2009 SSMP Communication Communication Program - The Enrollee shall communicate on a regular basis with the public on the development, implementation, and. performance of its SSlvfP. The communication system shall provide the public the opportunity to provide input to the Enrollee as the program is developed and implemented. The City . maintains a. website (http://www.ci.chula-vista.ca.us) to inform the public about City activities and provides an effective communication channel for providing alerts and news to the public. The main page of the website includes important announcements, agendas and, ,..,... minutes for City Council meetings, and other helpful information for City residents and businesses regarding the services provided by ,....."..... the City of Chula Vista. Various :~.:;",:;:" h.';,,,"';'-"~' . Public Works documents are ~:::.:.::~"" published on the website, including """~"'"" the City's most recent Wastewater Master Plan. ~;~;:x~~~ ?~'.:::!~~2",. ~.. ",""h; (''''.,~~". \:>.,;;<.",~. ::~.".~:.,.j~", (:::ltiZ<lr;,.' i.lt~dal'~l>ip I~",..('!<d'''nl' Tho .:It. '" ~.~ ,<.,..\in~ ~,:,-""""" <:;.",........><l"..... ;:;~.:t;:~"r~:.~ .. A.<;'d..,,1"~.'h....I'''_...:<''''........d.;,o' .<.,<\"........,....""';...,.~,_".,..I..n' I ~"",~ !I">" '" ~.,;O<..t.u'. .::,..<11...,...... City staff will use the website as the primary method of communication with the public. Therefore, a copy of this SSMP 'Will be included on the City web site once certified by the City Council during a public City Council meeting, as will audit reports and future amendments or changes to the SSMP. The website will also contain information the public can use to contact the appropriate City staff member regarding matters pertaining the wastewater collection system. Notifications for public outreach campaigns will also be included in the website such as the annual "No Drugs Down the Drain" outreach campaign, etc. While the City website provides an excellent tool for providing information to the general public, the City of Chula Vista has another method used on an annual basis to deliver important information and statistics regarding the development and performance of the City's sewer system. The Growth Management Oversight Committee (GMOC) is a committee made up of Chula Vista residents who monitor growth within the City on an annual basis and ensure that impacts related to growth are appropriately mitigated. Each year, the Public Works Wastewater Engineering section provides information to the GMOC regarding overall flow volumes, constraints in the collection system; projects being implemented to mitigate impacts on the system, and any other information related Section Xl Communication Page 41 7-52 ~\!r?- ~ OlYQf CHULA VIsr., Sewer System Management Plan April 2009 to growth and the City's wastewater infrastructure deemed relevant. hearings are open to the public and all reports are public documents. The GMOC , . The City of Chula Vista maintains open lines of communication with other public agencies as well. These agencies include the City of San Diego, to whom the City of . Chula Vista discharges all wastewater, and the "Metro Joint Powers Authority" (Metro lP A), a group of municipalities and agencies that all discharge wastewater to the City of San Diego. City staff and elected officials attend monthly meetings with the Metro JPA and associated sub-committees where issues effecting the region's wastewater systems are discussed. Representatives from the City of San Diego also attend these meetings. The Metro JP A also has the authority and an operating budget that allows the Metro JP A- to hire auditors and consultants to provide independent, professional opinions and advice to the group regarding issues effecting all of the Metro agencies or the regional system itself. Section XI Communication Page 42 7-53 . ATTACHMENT 2 Chula Vista Sanitary Sewer Management Plan Appendices 7-54 ..::,\!I"=:, ~ QTYCF G-lUlA \1SlA Sewer System Management Plan April 2009 Attached Appendices A. .Regional Water Board Order No. R.9-96-04 B. Monitoring and Reporting for R9-96-04 C. Regional Water Board Order No; R9-2007-0005 D. State Water Board Order No. 2006-0003-DWQ E. State Water Resources Control Board Enrollment Form F. CWC 13271 G. Organization Chart H. City of Chula Vista Municipal Code Section 13 (Wastewater) 1. City of Chula Vista Special Provisions J. Chula Vista Design and Construction Standards K. Sanitary Sewer Overflow Emergency Response Plan 1. City of Chula Vista SSO Statistics (includes Private lateral spills) M. City of Chula Vista Restaurant Questionnaire N. Chula Vista Subdivision Manual Section 3-300 O. .Grease Control Flyers and Brochures a. \\!bat is FOG? i. English ii. Spanish b. BMPs i. English ii. Spanish c. Spill Response i. English ii. S parllsh P. Sewer Overflow Prevention Plan Q. City ofChula Vista Resolution 2007-180 R. Infoworks Hydraulic Model. S. GIS Information a. Pipelines & Manholes b. Pump Stations c. Flow Meters 1. CIP list U. Vehicle Inventory 7-55 Appendix A 7-56 ') CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD SAN DIEGO REGION ORDER NO. 96 - 04 GENERAL WASTE DISCHARGE REQUIREMENTS PROHIBITING SANIT~RY SEWER OVERFLOWS BY SEWAGE COLLECTION AGENCIES The California Regional Water Quality Control Board, San Diego Region (hereinafter Regional Board), finds that: 1. The following federal agencies, municipalities, counties, districts or other public bodies which own sanitary sewer collection systems or any facilities which collect and covey untreated sewage wastewater in the San Diego Region are named as dischargers in this Order: Aliso Water tv1anagemem Agency County of San Diego Buena Sanitary District Eastern Municipal Water District Capistrano Beach Sanitary District El Taro Water District Carlsbad Municipal Water District Emerald Bay Services District City of Chula Vista Fairbanks Ranch Community Services District City of Coronado Fallbrook Public Utilities District City of Del Mar Irvine Ranch Water District City of EI Cajon leucadia County Water District City of Encinitas los Alisos Water District City of Escondida Moulton Niguel Water District City of Imperial Beach Otay Water District City of la Mesa Padre Dam Municipal Water District City of laguna Beach Pauma Valley ComlTlllnity Services District City of Lemon Grove Rainbow Municipal Water District City of National City Ramona Municipal Water District City of Oceanside Rancho Santa Fe Community Services District. City of Poway Rancho California Water District City of San Clemente. Santa ty[argarita 'vVater District City of San Diego South Orange County Reclamation Authority City of San Juan Capistrano South East Regional Reclamation Authority City of Solana Beach South Coast County Water District City of Vista Trabuco Canyon Water District US Marine Corps, Camp Pendleton Valley Center Municipal Water District Vallecitos Water District Whispering Palms Community Services District 7-57. , / Order No. 96-04 -2- May 9, 1996 1. A sanitary sewer system is a sewage wastewater collection system including sewers, pipes, pumps, or other conveyances. which convey sewage wastewater (e.g. domestic, commercial, and industrial wastewaters) to a sewage treatment plant. A sanitary sewer overflow is each instance of a discharge from a sanitary sewer system at any point upstream of the sewage treatment plant. Temporary storage and conveyance facilities (such as wet wells, impoundments, tanks, highlines, etc.) are part of the sanitary sewer system and are not sanitary sewer overflows provided that sewage from these facilities is not discharged to waters of the state. 2. Sanitary sewer overflows consist of varying mixtures of domestic . sewage, and industrial and commercial wastewater depending on the pattern of land uses in the sewage collection system tributary area. Sanitary sewer overflows often contain high levels of suspended solids, pathogenic organisms, toxic pollutants, nutrients, oxygen demanding organic compounds, oil and grease and other pollutants. Sanitary sewer overflows can cause temporary. exceedances of applicable water quality objectives, pose a threat to the public health, adversely affect aquatic life, and impair the public recreational use and aesthetic enjoyment of surface waters in the San Diego Region. 3. Sanitary sewer overflows are a frequent occurrence in the San Diego Region. The chief causes of sanitary sewer overflows in the San Diego Region include grease blockages, root blockages, sewer line flood damages, manhole structure failures, vandalism, pump station mechanical failures, power outages, storm or ground water inflow/infiltration, debris blockages, and contractor caused damages. The causes of individual sanitary sewer overflows in the San Diego Region vary between collection systems depending on factors such as the age, complexity, size, construction materials, design capacity, tributary area population, and maintenance of the collection system. During the one year period from July 1994 through June 1995, approximately 50 million gallons of sanitary sewer overflows were reported to the Regional Board as shown in the table below. These overflows are a small fraction (0.03%) of the total sewage flows collected and treated in the Region of approximately 185,000 million gallons per year. Although the fraction of overflows is small, each sewer overflow can adversely affect beneficial uses as described in Finding 3 above. Sanitary sewer overflows reported to the Regional Board by sewage collection agencies within each county during the one year period from July 1994 through June 1995 are as follows: 7-58 Order No. 96 - 04 -3- IYlay 9, 1996 69,833 544 78% 44,394,084 120,833 5 83 % 7\5,000 59 1,223,820 20,742 32 54 % 1,169,635 763 50,692,465 211,408 581 76 % 46,278,719 . .. ~". .\Nq~r~~1:{(; ~8~~~~{.: t~!i1~~~:X'~~~!;;\~t~N.~rl~~'~: ~If~~~ii~~~~~!i~l,~~~~~it: i~~J~i~~i 81,606 143,000 36,551 261,157 1. The "T,I)ater Quality Control Plan for the San Diego Basin (9)" (hereinafter Basin Plan) was adopted by the Regional Board on September 8, 1994 and subsequently approved by the State Water Resources Control Board (hereinafter State Board) on December 13, 1994. Subsequent revisions to the Basin Plan have also been adopted by the Regional Board and. approved by the State Board. The Basin Plan designates beneficial uses, narrative and numerical water quality objectives, and prohibitions which are applicable to the discharges prohibited under this Order. 2. The Basin Plan contains the following prohibitions which are applicable to the discharges prohibited under this Order: a. "The discharge of waste to waters of the state in a manner causing, or threatening to cause a condition of pollution, contamination or nuisance as defined in California Water Code Section 13050, is prohibited." b. "The discharge of treated or untreated waste to lakes or reservoirs used for municipal water supply, or to inland surface water tributaries thereto, is prohibited." c. "The discharge of waste to inland surface waters, except in cases where the quality of the discharge complies with applicable receiving water quality objectives, is prohibited. II d. "The dumping, deposition, or discharge of waste directly into waters of the state, or adjacent to such waters in any manner which may permit its being transported into the waters, is prohibited unless authorized by the Regional Board. e. "The unauthorized olscharge of treated or untreated sewage to waters of the state or to a storm water conveyance system is prohibited." 3. California Water C'ode Section 13243 provloes that a Regional Board, in waste discharge requirements, may specify certain conditions or areas where the discharge of waste, or certain types of waste, is not permitted. F59 Order No. 96-04 -4- May 9, 1996 4. The issuance of a single general waste discharge requirement order to the dischargers will: a) Provide for a unified regional approach for the reporting and database tracking of sanitary sewer overflowsi and b) Reduce the administrative burden of issuing individual waste discharge requirements to each discharger 5. This project involves a prohibition of discharge and as such is exempt from the provisions of the California Environmental Quality Act in accordance with Title 14, California Administrative Code, Chapter 3,Section 15270. 6. The Regional Board, in establishing the requirements contained herein, considered factors including, but not limited to the following: a. Past, present; and probable future beneficial uses of water. b. Environmental characteristics of the hydrologic unit under consideration, including the quality of water available thereto. c. Water quality conditions that could reasonably be achieved through the coordinated control of all factors which affect water quality in the area. d. Economic considerations e. The need for developing housing within the region. f. The need to develop and use recycled water. g. Beneficial uses to be protected and the water quality objectives reasonably required for that purpose. h. Other waste discharges. l. The need to prevent nuisance. 7. The Regional Board has considered all water resource related environmental factors associated with this prohibition of discharge of waste. 8. The Regional Board has notified the dischargers and all known interested parties of the intent to prescribe.waste. discharge requirements to prohibit unauthorized discharges from sanitary sewer systems at any point upstream of sewage treatment plants. 9. The Regional Board has, at a public meeting on May 9, 1996, held or provided an opportunity for a public hearing, and heard and considered all comments pertaining to the terms and conditions of this Order. 7-60 -~j Order No. 96-04 -5- May 9, 1996 IT IS HEREBY ORDERED, that the dischargers, in order to meet the .provisions contained in Division 7 of the California Water Code and regulations adopted thereunder, shall comply with.the following: A. PROHIBITIONS 1. The discharge of sewage from a sanitary sewer system at any point upstream of a sewage treatment plant is crohibited. B. PROVISIONS 1. DUTY TO COMPLY The discharger must comply with all conditions of this Order. ~~y noncompliance with this Order constitutes a violation of the California Water Code and is grounds for enforcement action. 2. ENTRY AND INSPECTION The discharger shall allow the Regional Board, or an authorized representative upon the presentation of credentials and other documents as may be required by law, to: a. Enter upon the discharger's premises where a regulated facility or activity is located or conducted, or where records must be kept under the conditions of this Order; b.Have access to and copy, at reasonable times, any records that must be kept under the conditions of this Order; c. Inspect at reasonable times any facilities, equipmept (including monitoring and control equipment), practices, or operations regulated or required under this Order; and d. Sample or monitor at reasonable times, for the purposes of assuring. compliance with this Order or as otherwise authorized by the California Water Code, any substances or parameters at any location. 3. CORRECTIVE ACTION The discharger shall take all reasonable steps to minimize or correct any adverse impact on the environment resulting from noncompl.iance w~th this .Order, including such. accelerated or additional monitoring as may be necessary to determine the nature and impact of the noncompliance. 4. SANITARY SEWER SYSTEM FAILURE 7-61 .~; Order No. 96 - 04 -6- May 9, 1996 In an enforcement action, it shall not be a defense for the discharger that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with this Order. Upon reduction, loss, or failure of the sanitary sewer system resulting in a sanitary sewer overflow, the discharger shall, to the extent necessary to maintain compliance with this Order, take any necessa;cy remedial action to 1) control or limit the volume of sewage discharged and 2) terminate the sewage discharge as rapidly as possible and 3) recover as much of the sewage discharged as possible for proper disposal including any wash down water. The discharger shall implement all remedial actions to the extent they may be applicable to the discharge including the following: a. Interception and rerouting of sewage flows around the sewage line failure; b. Vacuum truck recovery of sanitary sewer overflows and wash down water; c. Use of portable aerators where complete recovery of the sanitary sewer overflows is not practicable and where severe oxygen depletion in existing surface waters is expected; and d. Cleanup of debris of sewage origin at the overflow site. 5. SANITARY SEWER OVERFLOW PREVENTION PLAN No later than six months after the adoption of this order, the discharger shall develop and implement a Sanitary Sewer Overflow Prevention Plan (SSOPP). The SSOPP shall be designed to prevent, or minimize the potential for sanitary sewer overflows. The discharger shall maintain the SSOPP in an up-to-date condition and shall amend the SSOPP whenever there is a change (e.g. in the design, construction, operation, or maintenance of the sanitary sewer system or sewer facilities) which materially affects the potential for sanitary sewer overflows. The discharger shall review and amend the SSOPP as appropriate after each sanitary sewer overflow. The discharger shall submit the SSOPP and any amendments thereto to the Executive Officer upon request of the Executive Officer. The SSOPP and any amendments thereto shall be modified as necessary at the direction of the Executive Officer. The discharger shall ensure that the UD- to-date SSOPP is readily available to sewer system personnel at all times and that sewer system personnel are familiar with it. 7-62 r Order No. 96 - 04 -7- May 9, 1996 6. S_~TITARY SEWER OVERFLOW RESPONSE PL_~ No later than six months after adoption of this order, the discharger shall develop and implement a Sanitary Sewer Overflow Response Plan (SSORP). The SSORP shall. establish procedures for responding to sanitary sewer overflows so as to (a) minimize the sewer overflow volume which enters surface waters., and (0) minimize the adverse effects of sewer overflows on water quality and beneficial uses. The SSORP shall include a posting plan, in which any posting of areas contaminated with sewage is performed at the direction of the local health services agency. The discharger shall maintain the SSORP in an up-to-date condition and shall amend the SSORP as necessary to accomplish these objectives. The discharger shall review and amend the SSORP as appropriate after each sanitary sewer overflow, The discharger shall submit the SSORP and any amendments thereto to the Executive Officer upon request of the Executive Officer. The SSORP and any amendments thereto shall be modified as necessary at the direction of the Executive Officer. The discharger shall ensure that the up-to-date SSORP is readily available to sewer system personnel at all times and that sewer system personnel are. familiar with it. C. REPORTING p~ RECORD KEEPING REQUIREMENTS 1. MONITORING AND REPORTING Pursuant to California Water Code Section 13267(b), the discharger shall comply with the attached Monitoring and Reporting Program No.96-04, and future revisions thereto as specified by the Executive Officer. Monitoring results shall be reported at the intervals specified in Monitoring and Reporting Program No.96-04 . 2. PERMIT AVAILABILITY A copy of this Order shall be maintained at appropriate locations and shall be available to sanitary sewer system operating and maintenance personnel at all times. 3. GENEP~L REPORTING REQUIREMENT The discharger shall furnish to the Executive Officer of . this Regional Board, within a reasonable time, any information which the Executive Officer may request to determine whether cause exists for modifying, revoking and reissuing, or terminating this Order. The discharger shall also furnish to the Executive Officer, upon request, copies of records required to be kept by this Order. 7-63 Order No. 96-04 -8- May 9, 1996 4. C~JiliGE IN OWNERSHIP This Order is not transferrable to any person except after notice to the Executive Officer. The discharger shall submit this notice in writing at least 30 days in advance of any proposed transfer. The notice must include a written agreement between the existing and new discharger containing a specific date for the transfer of this Order's responsibility and coverage between the existing discharger and the new discharger. This agreement shall include an acknowledgement that the existing discharger is liable for violations up to the transfer date and that the new discharger is liable from the transfer date on. 5. INCOMPLETE REPORTS . Where the discharger becomes aware that it failed to submit any relevant facts in any report required under this Order to the Regional Board, it shall promptly submit such facts or information. 6. REPORT DECLARATION All applications, reports, or information (except for 24 hour Sanitary Sewer Overflow Reports) submitted to the Executive Officer shall be signed and certified as follows: a. All reports including disks (except for 24 hour Sanitary Sewer Overflow Reports) required by this Order and other information required by the Executive Officer shall be signed and certified by a person designated, for a municipality, state, federal or other public agency, by either ~ principal executive officer or ranking elected official, or by a duly authorized representative of that person as described in paragraph b. of this provision. Reports of monitoring results must also be signed by the chief plant operator and if the chief plant operator is not in the direct line of supervision of the laboratory function, the chief of the laboratory also. b. An individual is a duly authorized representative only if: (1) The authorization is made in writing by a person described in paragraph a. of this provision; (2) The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity; and (3) The wriiten authorization is submitted to the Executive Officer. 7-64 Or:der: No. 96-04 -9- May 9, 1996 c. _~~y per:son signing a document under: this provision shall make the following cer:tification: "I swear: under: penalty of per:jury that the infor:mation submitted in this document is tr:ue and cor:r:ect. I cer:tify under: penalty of per:jur:y that I haveper:sonally examined and am familiar: with the information submitted in this document and all attachments and that, based on my' inquiry of tho.se individuals immediately. responsible for: obtaining the infor:mation, I believe tha~ the infor:mation is true, accur:ate, and complete. I am aware that there are significant penalties for submitting false information, including. the possibility of fine and imprisonment." 7. REGIONAL BOARD ADDRESS The discharger shall sUbmit r:eports required under this Order, or other information required by the Executive Officer, to: .Executive Officer (Sanitary Sewer Overflow Report) California Regional Water Quality Control. Board, San Diego Region 9771 Clairemont Mesa Blvd, Suite A San Diego, California 92124-1331 Phone No. (619)467-2952 Fax No. (6 1 9 ) 5 71 - 6 972 D. NOTIFICATIONS 1. VESTED RIGHTS This order does not convey any property rights of any sort or any exclusive privileges. The requirements prescribed herein do not authorize the commission of any act causing injury to persons or property, nor protect the discharger from liability under federal, state or local laws, nor create a vested right for the discharger ~o continue the waste discharge. 2. CIVIL MONET~EY REMEDIES FOR DISCK~GE VIOLATIONS The Califor:nia Water Code provides that any person who violates this Order is subject to a civil monetary remedy of up to $25,000 per day for each day in which the violation occurs. When there is a discharge, any portion of which is not susceptible to cleanup or is not cleaned up, and the volume dischar:ged but not cleaned up exceeds 1000 gallons, an additional liability may.be imposed not to exceed twenty- five dollars ($25) times the number of gallons by which the volume discharaed, but not cleaned UD exceeds 1,000 gallons. Intentional n~gligent, or repeat violations of this Order may be subject to higher penalties. 7-65 Order No. 96-04 -10- May 9, 1996 3. CIVIL MONETlI..RYPENALTIES FOR INVESTIGATION, REPORTING OR INSPECTION VIOLATIONS The California Water Code provides that any person failing or refusing to furnish technical or monitoring program reports, as required under this Order, or falsifying any information provided in the technical or monitoring reports is subject to a civil liability of up to 25,000 dollars for each day in which the violation occurs. 4. U.S. EPA REVIEW These requirements have not been officially reviewed by the United States Environmental Protection Agency and are not issued pursuant to Section 402 of the Clean Water Act. 5. SEVE~~BILITY The provisions of this Order.are severable, and if any provision of this Order, or the application of any provision of this Order to any circumstance, is held invalid, the application of such provision to other dircumstances~ and the remainder of this Order, shall not be affected thereby. 6 . ORDER This order becomes effective on the date of adoption by the Regional Board. This order and monitoring and reporting program supersedes all reporting requirements for sanitary sewer overflows at any point upstream of the sewage treatment plant for agencies and facilities with waste discharge requirements as listed in the attached Table A. I, John Robertus, Executive Officer, do hereby certify the foregoing is a full; tr~e, and correct copy of an Order adopted by the California Regional Water Quality Control Board, San Diego Region, on May 9, 1996. John Robertus Executive Officer 7-66 Appendix B. 7-67 CALIFOP~~IA REGION~~ WATER QU~~ITY CONTROL BOARP SAJ.~ DIEGO REGION MONITORING ~~u REPORTINGPROGRN~ No.96-04 S.~~IT~_~Y SEWER OVERFLOW REPORTING PROCEDURES FOR SEWAGE COLLECTION AGENCIES A. MONITORING PROVISIONS 1. Monitoring results must be reported on discharge monitoring report forms approved by the Executive Officer. 2. The discharger shall retain records of all monitoring information, including all calibration and maintenance records and all original strip chart recordings for continuous monitoring instrumentation, copies of all reporcs re~Jired by this Order, and records of all data used to comolete the application for this Order. Records shail be maintained for a minimum of five years from the date of the sample, measurement, report or application. This period may be extended during the course of any wlresolved litigation regarding this discharge or when re~ested by the Regional Board Executive Officer 3. Records of monitoring information shall include: (a) The date, exact place, and time of sampling or measurements; (b) The individual(s) who performed the sampling or measurements; (c) The date(s) analyses were performed; (d) The individual(s) who performed the .analyses; (e) The analytical tec~~i~es or method used; and (f) The results of such analyses. 4. All monitoring instruments and devices which are used by the discharger to fulfiil the prescribed monitoring program shall be properly maintained and calibrated as necessary to ensure their continued accuracy. 5. The monitoring reports shall be signed by an authorized person as re~ired by Reporting and Record Keeping Re~i.rement C. 7. 7-68 / Monitoring and Reporting Program No.96-04 -2- May 9, 1996 B. SANITARY SEWER OVERFLOW REPORTING 1. .All dischargers of sewage that Occur from the discharger's sanitary sewer system at any point upstream of the sewage treatment plant shall be reported to the Regional Board. A sanitary sewer overflow is any discharge from a sanitary sewer system at any point upstream of the sewage treatment plant. For the purpose of this Order, surface waters include I'laters of the United States as defined in 40 CFR 122.2 such as navigable waters, rivers, streams (including ephemeral streams), lakes, playa lakes, natural ponds, bays, the Pacific Ocean, lagoons, estuaries, man-made canals, ditches, dry arroyos, mudflats, sandflats, wet meadows, wetlands; swamps, marshes, sloughs and water courses. Sanitary sewer overflows to storm drains tributary to Waters of the United States shall be reported as discharges to surface waters. 2. If the sanitary sewer overflow eVent results in a discharge of 1,000 gallons or more to surface waters the discharger shall: a) Report the sanitary sewer overflow event to the Regional Board by telephone, by voice mail, or by FAX within 24 hours from the time that 1) . discharger has knowledge of the sanitary sewage overflow, 2) notification is Possible; and 3) notification can be provided without substantially impeding cleanup or other emergency measures. Regional Board office hours are between the hours of 8:00 a.m. to 5:00 p.m., Monday through Friday, excluding state hOlidays. Regional Board voice mail and Fax machine are on-line 24 hours a day, 7 days a week. b) The information reported to the Regional Board in the initial telephone or F.~ report shall include the name and phone number of the person reporting the sanitary sewer overflow, the responsible sanitary sewer system agency, the estimated total sewer overflow volume, the location, the receiving waters, whether or not the sewer overflow is still occurring at the time of the report, and confirmation that the local health services agency was or will be notified as required under the reporting requirements of the local health services agency. 7-69 Monitoring and Reporting Program NO.96-04 -3- May 9, 19% c) Report the sanitary sewer overflow to the Office of Emergency Services (OES) in accordance with California Water Code Section 13271. Office of'Emergency Services Phone (800) 825-7550 Use the Fax for fOllow-up only. Fax (916) 262-1,677 d) Complete the attached sanitary sewer overflow report form. e) Submit the completed sanitary sewer overflow report form along with additional correspondence to the Regional Board no later than 5 days following the starting date of the sanitary sewer overflow. Additional correspondence and follow-up reports should be submitted, as necessary, to supplement the Sanitary Sewer Overflow Report Form to provide detailed information on cause, response, adverse effects, Corrective actions, preventative measures, or other information. f) Enter the data on a computer disk in the format described below for submission to the Regional Board at the end of the quarter. 3. If the sanitary sewer overflow does not result in a discharge to surface waters or is less than 1,000 gallons in volume, the discharger shall: a) Not be required to report the sanitary sewer overflow to the Regional Board by telephone, by voice mail, or by FAX within 24 hours. b) Enter the data on a computer disk in the format described below for submission to the Regional Board at the end of the quarter. C. SANITARY SEWER OVERFLOW QUARTERLY SU~Y REPORTS 1. An IBM-PC DOS compatible floppy disk containing the data described below on all sanitary sewer Overflows for the quarter shall be submitted quarterly with a certification statement described in Reporting and Record Keeping Requirement C.7 of Order 96-04. The disk shall be labeled with the diSCharger's name, Monitoring and Reporting Program No.96-04, the quarter, the year, and the software format. The disk 7-70 MOilitoring and Reporting Program NO.96-04 -4- May 9, 1996 shall be 3 1/2 iilch, dOuble sided, high density formatted for 1.44 ~G. The iilformation submitted shall be fully compatible with Microsoft EXCEL version 5.0. In order to safeguard the integrity of the iilformation submitted on disk against errors caused by accidental changes, all informatioil should be write protected. This cail be done with Microsoft EXCEL version 5.0 by choosing "Protection" from Tools Menu, and ChOOsing "Protect Sheet". If more thail 6ne sheet is.created, protect every sheet with the same password. Any form of data protection may be .used which will allow Regional Board staff to Open the. file aild copy the data to a new file. This procedure will safeguard the integrity of information submitted On computer disk to the Regional Board. An EXCEL template of the database will be supplied. Each sailitary sewer overflow shall be reported in a separate record in the file. NO~lumeric Data shall be entered in capital and lower case letters. The required fields for each record shall be as follows: 1. Field Number DESCRIPTION Excel Format Code LENGTH Sanitary Sewer Overflow Sequeiltial Tracking NUmber. This number shall be assigiled by each sailitary sewer collection agency for each sanitary sewer overflow. The first 3 digits will represent the State fiscal year from Ju~y through JUne. The next 3 digits will represent a unique sequential number assigiled to each overflow. The first overflow for each agency in the 1996-97 fiscal year will be number 967001. The second overflow for each agency iil the 1996-97 fiscal year General 6 7-71 Monitoring and Reporting Program NO.95-04 3 . 4 . 5. 5. 7. -5- Field N1.l.IIIber DESCRIPTION Excel Format Code will be number 957002. 2 . If reported, name of the General Regional Board staff Contact who was notified of the sanitary sewer overflow or one of the fOllowing terms: VOleE MAIL and PHONE NUMBER, OR FAX. If renorted, date and time Date/Time reported to the Regional Board by phone or ~~. (MM/DD/Yy HH:MM in military or 24 hour time) Name of a Contact at the General responsible seWer agency who has more information on the sanitary sewer overflow. Phone number where Custom responsible sewer agency Contact can be reached. Enter the area code and seven digits without separating parentheses or dashes. ((###)###_####) Name of responsible seWer General agency. Sanitary sewer OVerflow Date/Time start date and time, estimated if necessary. 7-72 May 9, 1996 LENGTH 20 14 20 10 30 14 Monitoring and Reporting Program No.96-D4 8. 10. 11. 12. . 13. 14. 15. . -6- Field NUIllber. DESCRIPTION Excel Format Code: (MM/DD/YY HH:MM ~n military or 24 hour time) Sanitary sewer overflow Date/Time end date and time. (MM/DD/YY HH:~I in military or 24 hour tis~\ Toc~~ 3~~~c~ry sewer General overflow volume from the overflow start time to the overflow end time. (gallons) Volume of sewage recovered General by the diSCharger. (gallons) Sanitary Sewer Overflow General Location-- Street Address Sanitary Sewer Overflow General Location--City Sanitary Sewer Overflow General Location--colli"ty SD for San Diego RV for Riverside OR for O=ange SanitarY.Sewer Overflow General Location--Zip Code Sanitary Sewe= Ove=flow General 7-73 May 9, 1996 LENGTH 14 13 13 30 16 2 9 30 Monitoring and Reporting Program NO.96-04 -7- Field Number DESCRIPTION E:x:cel Format Code Structure I.D. (Type of structure where overflow occurred or which caused overflow. ) 16. Number of Sanitary Sewer General Overflows at this location in the past 12 months rUIh'1.ing. 17. Sanitary Sewer Overflow General Caus~-- Short Description Use one of the following terms: Roots, Grease, Line Break, Infiltration, Rocks, Debris, Blockage, Vandalism, Flood Damage, Manhole Failure, Pump Station Failure, Power Failure, Construction, Other. 18. Sanitary Sewer Overflow General Cause -- Detailed Description of the cause. 19. Sanitary Sewer OVerflow General Correction -- Description of all preventive and corrective measures taken or plaIh'1.ed. 20. Did the Sanitary Sewer General Overflow reach surface waters? (y or N) 21. Did the Sanitary Sewer General 7-74 May 9, 1996 LENGTH 3 20 248 248 1 1 Monitoring and Reporting Program No.96-04 Field Number 22. 23. -8- DESCRIPTION Overflow enter a storm drain? (Y or N) May 9, 1996 Excel Format Code Name or description of the General initial receiving water. The initial receiving water is the surface water body which the sewage reaches first. This initial receiving water is the first bay, ocean, downstream canyon, or blue line stream shown on a USGS topographic map for the area of the discharge. All water body names must be spelled out. Abbreviations are not acceptable. If the sewage went to a storm drain, enter the name of the water body downstream of the storm drain. (If none, enter none) Name or description of the General secondary receiving water(s). The secondary receiving water is the surface water(s) which the sewage reaches after the initial receiving water. This secondary receiving water is the bay, ocean, downstream canyon, or blue line stream shown on a USGS topographic map which the sewage reaches after the initial receiving water. All water body names must be spelled out. Abbreviations are not 7-75 LENGTH 30 30 Monitoring and Reporting Program No.96-04 Field Number 24. 25. 26. 27. 28. 29. -9- May 9, 1996 DESCRIPTION Excel Format Code LENGTH acceptable. (If none, enter none) If the sanitary sewer General overflow did not reach surface waters, describe the final destination of the sewage. 30 Was the local health General services agency notified? (Y or N) 1 If the overflow to surface General water was greater than or equal to 1,000 gallons, was the Office of Emergency Services (OES) notified? (Y or N) (If not applicable, enter NA) 2 Were signs posted to warn General of contamination? (Y or N) 1 How many days were the General wa~ningsigns posted? 3 Remarks General 90 2. A statement certifying that there were no sanitary sewer overflows for the quarter and the certification statement described in Reporting and Record Keeping Requirement C.7 of Order 96-04 may be submitted in lieu of a floppy disk. 7-76 Monitoring and Reporting Program No.96-04 -10- May 9, 1996. D. S)\.J'J.ITA."-Y SEWER OVERFLOW SUMMARY REPORT SCHEDULE 1. Sanitary Sewer Overflow Summary Reports and certification statements shall be submitted to the Executive Officer in accordance with the following schedule: Reporting Frequency Report Period Renort Due Que.::"t.erly January - March April - .. 'J!jl~J" - w~~'...~tlLuc.:.. OCtC~2~ - ~2C2m02r April 30 Jdy 30 ~;c::.:)oe: :?,.; January " . .:Jv The first quarterly summary report will be due October 30, 1996, for July - September,1996. Reports will be due quarterly thereafter. 2. Monitoring and Reporting Program No. 96-04~s effective as of May 9, 1996. Ordered by: John Robertus Executive Officer Dated:May 9, 1996 7~77 Appendix C 7-78 .- --- CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD REGION 9, SAN DIEGO REGION ORDEH R9-2007 -0005 WASTE DISCHARGE REQUIREMENTS FOR SEWAGE COLLECTION AGENCIES IN THE SAN DIEGO REGION The California Regional Water Quality Control Board, San Diego Region (hereinafter Regional Board), finds that 1. STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS: State Water Resource Control Board (State Board) Order No. 2006-0003-DWQ, Statewide General Waste Discharge Requirements for Sanitary Sewer Systems, adopted by the State Board on May 2 2006, establishes minimum requirements to prevent sanitary sewer overflows (SSOs) from publicly owned/ operated sanitary sewer. system. Order No. 2006-0003-DWQ is the primary regulatory mechanism for sanitary sewer systems statewide, but allows each regional board to issue more stringent or more prescriptive Waste Discharge Requirements (VVDRs) for sanitary sewer systems within their respectiVe jurisdiction. 2. . ENROLLMENT UNDER ORDER NO. 2006-0003-DWQ; In accordance with Order No. 2006-0003-DWQ, all federal and state agencies, municipalities, counties, districts, and other public entities that own, operate, acquire, or assume responsibility for sanitary sewer systems greater than one mile in length that collect and/or convey untreated or partially treated wastewater to a publicly owned treatment facility in the State of California are required to apply for coverage under the general WDRs. 3. ORDER No. 96-04: On May 9, 1996, this Regional Board adopted Order No. 96-04, General Waste Discharge Requirements Prohibiting Sanitary Sewer Overflows by Sewage Collection Agencies, prohibiting the discharge of sewage from a sanitary sewer system at any point upstream of a sewage treatment plant. Each Sewage Collection Agency currently regulated under Order No. 96-04 is required to obtain enrollment under the State Board Order No. 2006-0003-DWQ. 4. SAN DIEGO REGION SANITARY SEWER OVERFLOW REGULATIONS; Order . No. 96-04 has been an effective regulatory mechanism in reducing the number and magnitude of sewage spills in the Region. The Order is more stringent and prescriptive than Order No.2006-0003-DWQ in that Order No. 2006-0003-DWQ may allow some SSOs that are currently prohibited under Order No. 96-04.' In order to maintain regulation of Sanitary Sewer Systems in the San Diego Region consistent with the provisions of Order No. 96-04, this Order reaffirms the prohibition on all SSOs up",tream of a sewage treatment plant. This strict prohibition' implements the requirements contained in the Basin Plan, California Water Code, and Federal Clean Water Act. . 7-79 Sewage Collection Agencies in the San Diego Region No. R9-2007-0005 -2- 5. CONSISTENT REGIONAL REQUIREMENTS: The regulation of all Sewage Collection Agencies will be consistent within the San Diego Region by requiring agencies such as California Department of Corrections; Califomia State University, San Marcos; San Diego State University; and University of California, San Diego, which have not been regulated under Order No. 96-04, to comply with Regional Board requirements that augment State Board Order No. 2006-0003-DWQ. 6: BASIN PLAN: The Regional Board adopted a Water Quality Control Plan for the San Diego Basin (hereinafter Basin Plan) on September 8, 1994. The Basin Plan was subsequently approved by the State Board on December 13, 1994. Subsequent revisions to the Basin Plan have also been adopted by the Regional Board and approved by the State Board. The Basin Plan designates beneficial uses, narrative, and numerical water quality objectives, and prohibitions which are applicable to the discharges prohibited under this Order. 7. PROHIBITIONS CONTAINED IN BASIN PLAN: The Basin Plan contains the following prohibitions which are applicable to the discharges prohibited under this Order: a. "The discharge of waste to waters of the state in a.manner causing, or threatening to cause a condition of pollution, contamination, or nuisance as defined in California Water Code Section 13050, is prohibited: . b. "The discharge of treated or untreated waste to lakes or reservoirs used for municipal water supply, or to inland surface water tributaries thereto, is prohibited. " c. "The discharge of waste to inland surface waters, except in cases where the quality of the discharge complies with applicable receiving water quality objectives, is prohibited. ..." d. "The dumping, deposition, or discharge of waste directly into waters of the state, or adjacent to such waters in any manner which may permit its being transported into the waters, is prohibited unless authorized by the Regional Board." e. "The unauthorized discharge of treated or untreated sewage to waters of the state or to a storm water conveyance system is prohibited." f. "The discharge of waste to land, except as authorized by waste discharge requirements or the terms described in Califomia Water ~ode Section 13264 is prohibited." g. "The discharge of waste in a manner causing flow, ponding, or surfacing on lands not owned or under the control of the discharger is prohibited, unless the discharge is authorized by the Regional Board." . 7-80 Sewage Collection Agencies in the San Diego Region No. R9"2007 -0005 -3- 8. PORTER-COLOGNE WATER QUALITY CONTROL ACT (CALIFORNIA WATER CODE, DIVISION 7): California Water Code Section 13243 provides that a Regional Board, in establishing waste discharge requirements, may specify certain conditions . or areas where the discharge of waste, or certain types of waste, is prohibited. California Water Code 13260 prohibits the discharge of waste to land prior to the filing of a required report of waste discharge and the subsequent issuance of either WDRs or a waiver of WDRs. California Water Code 13264 prohibits discharge of waste absent a report of waste discharge and waste discharge requirements. 9. FEDERAL CLEAN WATER ACT: The Federal Clean Water Act largely prohibits any discharge of pollutants from a point source to waters of the United States except as authorized under an NPDES permit. In general, any point source discharge of sewage effluent to waters of the United States must comply with technology-based, secondary treatment standards, at a minimum, and any more stringent requirements' necessary tb meet applicable water quality standards and other requirements. Hence, the unpermitted discharge of wastewater from a sanitary sewer system to waters of the United States is illegal under the Clean Water Act. Furthermore, the . Code of Federal. Regulation requires proper operation and maintenance of all POTW facilities including collection systems, which results in prevention of SSOs. 10. RESCISSION OF ORDER No. 96-04: Order No. 96-04 can be rescinded after all of the Sewage Collection Agencies regulated under Order No. 96-04 have obtained coverage under Order No. 2006-0003-0WQ. 11. PRIVATE LATERAL SEWAGE DISCHARGES REPORTING: Order No. 96-04 does not require Sewage Collection Agencies to report Private Lateral Sewage Discharges. Over the past several years,however, this Regional Board has been tracking the number of Private Lateral Sewage Discharges based on courtesy reports from the Sewage Collection Agencies. Duringthe period from July 2004 through June 2006, a total of 268 Private Lateral Sewage Discharges were reported by the Agencies. Duringsome of those months, more Private Lateral Sewage Discharges were reported than public SSOs. Because the Agencies are not required to report Private Lateral Sewage Discharges, it is not known if the numbers reported fully represent the number and locations of Private Lateral Sewage Spills in the Region. 7-81 Sewage Collection Agencies in the San Diego Region No. R9-2007-0005 -4- I I i I I I , I I :1 il II , I Finding Nos. 2, 3, and 4 of State Board Order No. 2006-0003-DWQ pertaining to causes of SSOs and the potential threat to water quality resulting from SSOs are also applicable to Private Lateral Sewage Discharges. Because Private Lateral Sewage Discharges are numerous and are a potential threat to public health and the environment, there is a need to have a reliable reporting system for Private Lateral Sewage Discharges for similar reasons as the public SSOs. Although sewage collection agencies are not responsible for the cause, cleanup, or repair of Private Lateral Sewage Discharges, sewage collection agencies are typically notified and/or are the first responders to Private Lateral Sewage Discharges. Consequently, requiring the sewage collection agencies to report all known Private Lateral Sewage Discharges is reasonable and a first step toward development of a regulatory approach for reducing Private Lateral Sewage Discharges in the San Diego Region. . 12. PERMITTING FEES: This Order will serve as additional requirements to the State Board Order No. 2006-0003-DWQ. Sewage Collection Agencies that are covered and pay the fees under State Board Order No. 2006-0003-DWQ (or orders that supersede 2006-0003-DWQ) will not be required to pay for fees under this Order No. R9-2007 -0005. 13. CALIFORNIA ENVIRONMENTAL QUALITY ACT: The action to adopt this Order is exempt from the California Environmental' Quality Act (Public Resources Code 921000 et seq.) because it is an action taken by a regulatory agency to assure the protection of the environment and the regulatory process involves procedures for protection of the environment. (Cal. Code Regs., tit. 14,915308). In addition, the action to adopt this Order is exempt from CEQA pursuant to Cal.Code Regs., title 14, 915301 to the extent that it applies to existing sanitary sewer collection systems that constitute "existing facilities" as that term is used in Section 15301, and S 15302, to the extent that it results in the repair or replacement of existing systems involving negligible or no expansion of capacity. 14. PUBLIC NOTICE: The Regional Board has notified all known interested persons and the public of its intent to consider adoption of this Order. .Interested persons and the public have had reasonable opportunity to participate in review of the proposed Order. 15. PUBLIC HEARING: The Regional Board has considered all comments pertaining to this Order submitted to the Regional Board in writing, or by oral presentations at the public hearing held on February 14, 2007. IT IS HEREBY ORDERED, that all Sewage Collection Agencies within the San Diego Region, in order to meet the provisions contained in Division 7 of the California Water Code and regulations adopted thereunder, shall comply with the following, in addition to the State Water Resource Control Board Order No. 2006-0003-DWQ (or orders that supersede 2006-0003-DWQ) and its addenda (hereinafter referred to as State Board Order): 7-82 Sewage Collection Agencies In the San Diego Region No. R9-2007-0005 -5- A. Definitions 1. For purposes of this Order, a Sewage Collection Agency shall mean an '"enrollee" as defined in the State Board Order, within the boundaries of the San , Diego Region. B. Prohibition 1. The discharge of sewage from a sanitary sewer system at any point upstream of a sewage treatment plant is prohibited. ' C. Monitoring and Reporting Program~6.:;uirements 1. Each Sewage Collection Agency shall report all 330s iii 2>::,',';0.:,-;;;8 with the Monitoring and Reporting Program i'lJ, 88-04 until the Scw3;e Cellection Agency notifies the Regional B02,: thi:1t they can successfully report the SSOs to the State Board On-line SSG System. The notification shall be a letter signed and certified by a person designated, for a municipality, state, federal or other public agency, as either a principal executive officer or ranking elected official. 2. For Category 1 (as defined in State Board Monitoring and Reporting Program No. 2006-0003-DWQ) SSOs, the Sewage Collection Agency shall provide notification, of the SSO to the Regional Board by phone, email, or fax within 24 hours after the Sewage Collection Agency becomes aware of the SSO, notification is possible, and notification can be provided without substantially impeding cleanup or other emergency measures. The information reported to the Regional Board shall incl\Jde the name and phone number of the person reporting the SSO, the responsible sewage collection agency, the estimated total sewer overflow volume, the location of the SSO, the receiving water (if any), the start date/time of the SSO (if known), the end date/time of the SSO (or whether or not the sewer overflow is still occurring at the time of the report), and confirmation that the local health services agency was or will be notified as required under the reporting requirements of the local health services agency. 3. The Sewage Collection Agency shall provide notification of all Private Lateral Sewage Discharges (as defined in the State Board Order), for which they become aware of, that equal or exceed 1,000 gallons; result in a discharge to a drainage channel and/or surface water; and/or discharge to a storm drainpipe that was not fully captured and returned to the sanitary sewer system, to the Regional Board by phone or fax within 24 hours after the Sewage Collection Agency becomes aware of the Private Lateral Sewage Discharge, notification is possible, and notification can be provided without substantially impeding cleanup or other emergency measures.' The information reported to the Regional Board shall include the following information, if known: the name and phone number of the person reporting the Private Lateral Sewage Discharge, the service area where the Private Lateral Sewage Discharge occurred, the responsible party (other than the Sewage Collection Agency, if known), the estimated Private 7-83 Sewage Collection Agencies in the San Diego Region No. R9-2007-0005 -6- Lateral Sewage Discharge volume, the location of the Private Lateral Sewage Discharge, the receiving water (if any), the start date/time of the Private Lateral Sewage Discharge, the end date/time of the Private Lateral Sewage Discharge (or whether or not the sewer overflow is still occurring at the time of the report), and confirmation that the local health services agency was or will be notified as required under the reporting requirements of the local health services agency. 4. The following requirement supersedes the Private Lateral Sewage Discharge Reporting Timeframe for Private Lateral Sewage Discharges in the State Board Monitoring and Reporting Program No. 2006-0003-DWQ: For Private Lateral Sewage Discharges that occur within a Sewage Collection Agency's service area and that a Sewage Collection Agency becomes aware of, the Sewage Collection Agency shall report the Private Lateral Sewage Discharge to the State Board Online SSO Database within 30 days after the end of the calendar month in which the Private Lateral Sewage Discharge occurs. The Sewage Collection Agency must identify the sewage discharge as occurring and caused by a private lateral, and a responsible party (other than the Sewage Collection Agency) should be identified, if known. The Sewage Collection Agency will not be responsible for the cause,- cleanup, or repair of Private Lateral Sewage Discharges, but only the reporting of those within their jurisdiction and for which they become aware of. D. Notification 1. Upon completion with Monitoring and Reporting Program Requirement C.1, the Regional Board will give written notice to the Sewage Collection Agency stating that regulation of the Sewage Collection Agency under Order No. 96-04 is terminated. 2. Order No. 96-04 is rescinded once regulation of all Sewage Collection Agencies under Order No. 96-04 is terminated. The Regional Board will give written notice to all of the Sewage Collection Agencies stating that all Sewage Collection Agencies under Order No. 96-04 was terminated and, thus, Order 96-04 is rescinded. I, John Robertus, Executive Officer, do hereby certify that the foregoing.is a full, true, and correct copy of Order No. 2007-0005 adopted by the Califomia Regional Water Quality Control. Board, San Diego Region on February 14, 2007. ~ Executive Officer JHR:mpm:rwm:jll 7-84 Appendix 0 7-85 State Water Resources Control Board Order No. 2006-0003 Statewide Genera/ WDR For Wastewater Collection Agencies Page 1 of 20 5/2/06 STATE WATER RESOURCES CONTROL SOARD ORDER NO. 2006-0003 STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SANITARY SEWER SYSTEMS The State Water Resources Control Board, hereinafter referred to as "State Water Board", finds that: 1. All federal and state agencies, municipalities, counties, districts, and other public entities that own or operate sanitary sewer systems greater than one mile in length that collect and/or convey untreated or partially treated wastewater to a publicly owned treatment facility in the State of California are required to comply with the terms of this Order. Such entities are hereinafter referred to as "Enrollees". 2. Sanitary sewer overflows (SSOs) are overflows from sanitary sewer systems of domestic wastewater, as well as industrial and commercial wastewater, depending on the pattern of land uses in the area served by the sanitary sewer system. SSOs often contain high levels of suspended solids, pathogenic organisms, toxic pollutants, nutrients, oxygen-demanding organic compounds, oil and grease and other pollutants. SSOs may cause a public nuisance, particularly when raw untreated wastewater is discharged to areas with high public exposure, such as streets or surface waters used for drinking, fishing, or body contact recreation. SSOs may pollute surface or ground waters, threaten public health, adversely affect aquatic life, and impair the recreational use and aesthetic enjoyment of surface waters. 3. Sanitary sewer systems experience periodic failures resulting in discharges that may affect waters of the state. There are many factors (including factors related to geology, design, construction methods and materials, age of the system, population growth, and system operation and maintenance), which affect the likelihood of an SSO. A proactive approach that requires Enrollees to ensure a system-wide operation, maintenance, and management plan is in place will reduce the number and frequency of SSOs within the state. This approach will in turn decrease the risk to human health and the environment caused by SSOs. 4. Major causes of SSOs include: grease blockages, root blockages, sewer line flood damage, manhole structure failures, vandalism, pump station mechanical failures, power outages, excessive storm or ground water inflow/infiltration, debris blockages, sanitary sewer system age and construction material failures, lack of proper operation and maintenance, insufficient capacity and contractor- caused damages. Many SSOs are preventable with adequate and appropriate. facilities, Source control measures and operation and maintenance of the sanitary sewer system. 7-86 State Water Resources Control Board Order No. 2006-0003 Statewide General WOR For Wastewater Collection Agencies Page 2 of 20 5/2/06 SEWER SYSTEM MANAGEMENT PLANS 5. To facilitate proper funding and management of sanitary sewer systems, each . Enrollee must develop and implement a system-specific Sewer System Management Plan (SSMP). To be effective, SSMPs must include provisions to provide proper and efficient management, operation, and maintenance of sanitary sewer systems, while taking into consideration risk management and cost benefit analysis. Additionally, an SSMP must contain a spill response plan that establishes standard procedures for immediate response to an SSO in a . manner designed to minimize water quality impacts and potential nuisance conditions. 6. Many local public agencies in California have already developed SSMPs and implemented measures to reduce SSOs. These entities can build upon their existing efforts to establish a comprehensive SSMP consistent with this Order. Others, however, still require technical assistance and, in some cases, funding to improve sanitary sewer system operation and maintenance in order to reduce SSOs. 7. SSMP certification by technically qualified and experienced persons can provide a useful and cost-effective means for ensuring that SSMPs are developed and implemented appropriately. . 8: It is the State Water Board's intent to gather additional information on the causes and Sources of SSOs to augment existing information and to determine the full extent of SSOs and consequent public health andlor environmental impacts occurring in the State. 9. . Both uniform SSO reporting and a centralized statewide electronic database are needed to collect information to allow the State Water Board and Regional Water Quality Control Boards (Regional Water Boards) to effectively analyze the extent of SSOs statewide and their potential impacts on beneficial uses and public health. The monitoring and reporting program required by this Order and the attached Monitoring and Reporting Program No. 2006-0003, are necessary to assure compliance with these waste discharge requirements (WDRs). 1 a.lnformation regarding SSOs must be provided to Regional Water Boards and other regulatory agencies in a timely manner and be made available to the public in a complete, concise, and timely fashion. 11.Some Regional Water Boards have issued WDRs or WDRs that serve as National Pollution Discharge Elimination System (NPDES) permits to sanitary sewer system owners/operators within their jurisdictions. This Order establishes minimum requirements to prevent SSOs. Although it is the State Water Board's intent that this Order be the primary regulatory mechanism for sanitary sewer systems statewide, Regional Water Boards may issue more stringent or more 7-87 State Water Resources Control Board Order No. 2006-0003 Statewide General WOR For Wastewater Collection Agencies Page 3 of 20 5/2/06 prescriptive WDRs for sanitary sewer systems. Upon issuance or reissuance of a Regional Water Board's WDRs for a system subject to this Order, the Regional Water Board shall coordinate its requirements with stated requirements within this Order, to identify requirements that are more stringent, to remove requirements that are less stringent than this Order, and to provide consistency in reporting. REGULATORY CONSIDERATIONS 12. California Water Code section 13263 provides that the State Water Board may . prescribe general WDRs for a category of discharges if the State Water Board finds or determines that: o The discharges are produced by the same or similar operations; . · The discharges involve the same or similar types of waste; o The discharges require the same or similar treatment standards; and · The discharges are more appropriately regulated under general discharge requirements than individual discharge requirements. This Order establishes requirements for a class of operations, facilities, and discharges that are similar throughout the state. 13. The issuance of general WDRs to the Enrollees will: a) Reduce the administrative burden of issuing individual WDRs to each Enrollee; b) Provide for a unified statewide approach for the reporting and database tracking of SSOs; . c) Establish consistent and uniform requirements for SSMP development and implementation; d) Provide statewide consistency in reporting; and e) Facilitate consistent enforcement for violations. 14. The beneficial uses of surface waters that can be impaired by SSOs include, but are not limited to, aquatic life, drinking water supply, body contact and non- contact recreation, and aesthetics. The beneficial uses of ground water that can be impaired include, but are not limited to, drinking water and agricultural supply. Surface and ground waters throughout the state support these uses to varying degrees. 15. The implementation of requirements set forth in this 'Order will ensure the reasonable protection of past, present, and probable future beneficial uses of water and the prevention of nuisance. The requirements implement the water quality control plans (Basin Plans) for each region and take into account the environmental characteristics of hydrographic units within the state. Additionally, the State Water Board has considered water quality conditions that could reasonably be achieved through the coordinated control of all factors that affect 7~88 State Water pesources Control Board Order No. 2006-0003 Statewide General WOR For Wastewater Collection Agencies Page 4 of 20 5/2/06 water quality in the area, costs associated with compliance with these requirements, the need for developing housing within California, and the need to develop and use recycled water. 16. The Federal Clean Water Act largely prohibits any discharge of poilutants from a point source to waters of the United States except as authorized under an NPDES permit. In general, any point source discharge of sewage efrTuent to waters of the United States must comply with technology-based, secondary treatment standards, at a minimum, and any more stringent requirements . necessary to meet applicable water quality standards and other requirements. Hence, the unpermitted discharge of wastewater from a sanitary sewer system to waters of the United States is illegal under the Clean Water Act. In addition, many Basin Plans adopted by the Regional Water Boards contain discharge prohibitions that apply to the discharge of untreated or partially treated wastewater. Finally, the California Water Code generally prohibits the discharge of waste to land prior to the filing of any required report of waste discharge and the subsequent issuance of either WDRs or a waiver of WDRs. 17. California Water Code section 13263 requires a water board to, after any necessary hearing, prescribe requirements as to the nature of any proposed discharge, existing discharge, or material change in an existing discharge. The requirements shall, among other things, take into consideration the need to prevent nuisance. 18. California Water Code section 13050, subdivision (m), defines nuisance as anything which meets all of the following requirements: a. Is injurious to health, or is indecent or offensive to the senses, or an obstruction to the free use of property, so as to interfere with the comfortable enjoyment of life or property. b. Affects at the same time an entire community or neighborhood, or any considerable number of persons, although the extent of the annoyance or damage inflicted upon individuals may be unequal. c. Occurs during, or as a' result of, the treatment or disposal of wastes. 19. This Order is consistent with State Water Board Resolution No. 68-16 (Statement of Policy with Respect to Maintaining High Quality of Waters in California) in that the Order imposes conditions to prevent impacts to water quality, does not allow the degradation of water quality, will not unreasonably affect beneficial uses of water, and will not result in water quality less than prescribed in State Water Board or Regional Water Board plans and policies. 20. The action to adopt this General Order is exempt from the California Environmental Quality Act (Public Resources Code S21 000 et seq.) because it is an action taken by a regulatory agency to assure the protection of the environment and the regulatory process involves procedures for protection of the environment. (Cal. Code Regs., tit. 14, S15308). In addition, the action to adopt 7-89 State Water Resources Control Board Order No. 2006-0003 Statewide General WOR For Wastewater Collection Agencies Page 5 of 20 5/2/06 this Order is exempt from CEQA pursuant to Cal.Code Regs., title 14, S15301 to the extent that it applies to existing sanitary sewer collection systems that constitute "existing facilities"as that term is used in Section 15301, and S15302, to the extent that it results in the repair or replacement of existing systems involving negligible or no expansion-of capacity. 21. The Fact Sheet, which is incorporated by reference in the Order, contains supplemental information that was also considered in establishing these requirements. 22. The State Water Board has notified all affected public agencies and all known interested persons of the intent to prescribe general WDRs that require Enrollees to develop SSMPs and to report all SSOs. 23. The State Water Board conducted a cu~!': h.=?cii:g C;l ;=-s:rJary 8,2006, to receive oral and written comments ():~ tiia cra;': or: :or. The State Water Board received and considered, at its May 2, 2006, meeting, additional public comments on substantial changes made to the proposed general WDRs following the February 8, 2006, public hearing. The State Water Board has considered all comments pertaining to the proposed general WDRs. IT IS HEREBY ORDERED, that pursuant to California Water Code section 13263, the Enrollees, their agents, successors, and assigns, in order to meet the provisions contained in Division 7 of the California Water Code and regulations adopted hereunder, shall comply with the following: A. DEFINITIONS 1. Sanitary sewer overflow (SSO) - Any overflow, spill, release, discharge or diversion of untreated or partially treated wastewater from a sanitary sewer system. SSOs include: (i) Overflows or releases of untreated or partially treated wastewater that reach waters of the United States; (ii) Overflows or releases of untreated or partially treated wastewater that do not reach waters of the United States; and (iii) Wastewater backups into buildings and on private property that are caused by blockages or flow conditions within the publicly owned portion of a sanitary sewer system. 2. Sanitary sewer system - Any system of pipes, pump stations, sewer lines, or other conveyances, upstream of a wastewater treatment plant headworks used to collect and convey wastewater to the publicly owned treatment facility. Temporary storage and conveyance facilities (such as vaults, temporary piping, construction trenches, wet wells, impoundments, tanks, etc.) are considered to be part of the sanitary sewer system, and discharges into these temporary storage facilities are not considered to be SSOs. 7-90 State Water Resources Control Board Order No. 2006-0003 Statewide General woe For Wastewater Collection Agencies Page 6 of 20 5/2106 For purposes of this Order, sanitary sewer systems include only those systems owned by public agencies that are comprised of more than one mile of pipes or sewer lines. 3. Enrollee - A federal or state agency, municipality, county, district, and other public entity that owns or operates a sanitary sewer system, as defined in the general WDRs, and that has submitted a complete and approved application for coverage under this Order. 4. SSO Reporting System - Online spill reporting system that is hosted, controlled, and maintained by the State Water Board. The web address for this site is http://ciwqs.waterboards.ca.gov.lr,:3 iln:ine database is maintained on a secure site and is controlled by unique usernan~~'" and pass\'loids. 5. Untreated or partially treated wastewater - Any volume of waste discilarged from the sanitary sewer system uostream of a wastewater treatment plant headworks. 6. Satellite collection system - The portion, if any, of a sanitary sewer system owned or operated by a different public agency than the agency that owns and operates the wastewater treatment facility to which the sanitary sewer system is tributary. 7. Nuisance - California Water Code section 13050, subdivision (m), defines nuisance as anything which meets all of the following requirements: a. Is injurious to health, or is indecent or offensive to the senses, or an obstruction to the free use of property, so as to interfere with the comfortable enjoyment of life or property. b. Affects at the same time an entire community or neighborhood, or any considerable number of persons, although the extent of the annoyance or damage inflicted upon individuals may be unequal. c. Occurs during, or as a result of, the treatment or disposal of wastes. 8. APPLlCA TION REQUIREMENTS 1. Deadlines for Application - All public agencies that currently own or operate sanitary sewer systems within the State of California must apply for coverage under the general WDRs within six (6) months of the date of adoption of the general WDRs. Additionally, public agencies that acquire or assume responsibility for operating sanitary sewer systems after the date of adoption of this Order must apply for coverage under the general WDRs at least three (3) months prior to operation of those facilities. 2. Applications under the general WDRs - In order to apply for coverage pursuant to the general WDRs, a legally authorized representative for each agency must submit a complete application package. Within sixty (60) days of adoption of the . general WDRs, State Water Board staff will send specific instructions on how to 7-91 State Water Resources Control Board Order No. 2006-0003 Page 7 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 apply for coverage under the general WDRs to all known public agencies that own sanitary sewer systems. Agencies that do not receive notice may obtain applications and instructions online on the Water Board's website. 3. Coverage under the general WDRs - Permit coverage will be in effect once a complete application package has been submitted and approved by the State Water Board's Division of Water Quality. C. PROHIBITIONS 1. Any SSO that results in a discharge of untreated or partially treated wastewater to waters of the United States is prohibited. 2. Any SSO that results in a discharge of untreated or partially treated waste\Nater that creates a nuisance as defined in California Water Code Section 13050(m) is prohibited. D. PROVISIONS 1. The Enrollee must comply with all cc.- ..,.' . ,.::;"" ...:i Gider. Any noncompliance with this Order constitutes a via:'" "'.:", f"'" ':>:, California Water Code and is d f. , '" groun s or en,oicemenL 2~,,()~. 2. It is the intent of the State Water Board that sanitary sewer systems be regulated in a manner consistent with the general WDRs. Nothing in the general WDRs shall be: (i) Interpreted or applied in a manner inconsistent with the Federal Clean Water Act, or supersede a more specific or more stringent state or ,federal requirement in an existing permit, regulation, or administrative/judicial order or Consent Decree; (ii) Interpreted or applied to authorize an SSO that is illegal under either the Clean Water Act, an applicable Basin Plan prohibition or water quality standard, or the California Water Code; (iii) Interpreted or applied to prohibit a Regional Water Board from issuing an individual NPDES permit or WDR, superseding this general WOR, for a sanitary sewer system, authorized under the Clean Water Act or California Water Code; or (iv) Interpreted or applied to supersede any more specific or more stringent WORs or enforcement order issued by a Regional Water Board. 3, The Enrollee shall take all feasible steps to eliminate SSOs. In the event that an SSO does occur, the Enrollee shall take all feasible steps to contain and mitigate the impacts of an SSO. 4. In the event of an SSO, the Enrollee shall take all feasible steps to prevent untreated or partially treated wastewater from diSCharging from storm drains into 7-92 -2 C'i State Water Resources Control Board Order No. 2006-0003 Statewide General WDR For Wastewater Collection Agencies flood control channels or waters of the United States by blocking the storm drainage system and by removing the wastewater from the storm drains. Page a of 20 5/2/06 5. All SSOs must be reported in accordance with Section G of the general WDRs. 6. In any enforcement action, the State and/or Regional Water Boards will consider the appropriate factors under the duly adopted State Water Board Enforcement Policy. And, consistent with the Enforcement Policy, the State and/or Regional Water Boards must consider the Enrollee's efforts to contain, control, and mitigate SSOs when considering the California Water Code Section 13327 factors. In assessing these factors, the State and/or Regional Water Boards will also consider whether: (i) The Enrollee has complied with the requirements of this Order, including requirements for reporting and developing and implementing a SSMP; (ii) The Enrollee can identify the cause or likely cause of the discharge event; . (i1i) There were no feasible alternatives to the discharge, such as temporary storage or retention of untreated wastewater, reduction of inflow and infiltration, use of adequate backup equipment, collecting Clnd hauling of untreated wastewater to a treatment facility, or an increase in the capacity of the system as necessary to contain the design storm event identified in the SSMP. It is inappropriate to consider the lack of feasible alternatives, if the Enrollee does not implement a periodic or continuing process to identify and correct problems. (iv) The discharge was exceptional, unintentional, temporary, and caused by factors beyond the reasonable control of the Enrollee; (v) The discharge could have been prevented by the exercise of reasonable control described in a certified SSMP for: G Proper management, operation and maintenance; G Adequate treatment facilities, sanitary sewer system facilities, andlor components with an appropriate design capacity, to reasonably prevent SSOs (e.g., adequately enlarging treatment or collection facilities to accommodate growth,infiltration and inflow (III), etc.); G Preventive maintenance (including cleaning and fats, oils, and grease (FOG) control); G Installation of adequate backup equipment; and G Inflow and infiltration prevention and control to the extent practicable. (vi) The sanitary sewer system design capacity is appropriate to reasonably prevent SSOs. 7-93 State Water Resources Control Board Order No. 2006-0003 Page 9 of 20 Statewide General WDR For Wastewater Collection Agencies 5/2/06 (vii) The Enrollee took all reasonable steps to stop and mitigate the impact of the discharge as soon as possible. 7. When a sanitary sewer overflow Occurs, the Enrollee shall take all feasible steps and necessary remedial actions to 1) control or limit the volume of untreated or partially treated wastewater discharged, 2) terminate the discharge, and 3) recover as much of the wastewater discharged as possible for proper disposal, including any wash down water. The Enrollee shall implement all remedial actions to the extent they may be applicable to the discharge and not inconsistent with an emergency response plan, including the following: (i) Interception and rerouting of untreated or partially treated wastewater flows around the wastewater line failure; (ii) Vacuum truck recovery of sanitary sewer overflows and wash down water; (iii) Cleanup of debris at the overflow site; (iv) System modifications to prevent another SSO at the same location; (v) Adequate sampling to determine the nature and impact of the release; and (vi) Adequate public notification to protect the public from exposure to the SSO. 8. The Enrollee shall properly, manage, operate, and maintain all parts of the sanitary sewer system owned or operated by the Enrollee, and shall ensure that the system operators (including employees, contractors, or other agents) are adequately trained and possess adequate knowledge, skills, and abilities. 9. The Enrollee shall allocate adequate resources for the operation, maintenance, and repair of its sanitary sewer system, by establishing a proper rate structure, accounting mechanisms, and, auditing procedures to ensure an adequate measure of revenues and expenditures. These procedures must be in compliance with applicable laws and regulations and comply with generally acceptable accounting practices. 10. The Enrollee shall provide adequate capacity to convey base flows and peak flows, including flows related to wet weather events. Capacity shall meet or exceed the design criteria as defined in the Enrollee's System Evaluation and Capacity Assurance Plan for all parts of the sanitary sewer system owned or operated by the Enrollee. 11 The Enrollee shall develop and implement a written Sewer System Management Plan (SSMP) and make it available to the State and/or Regional Water Board Upon request. A copy of this document must be publicly available at the Enrollee's office and/or available on the Internet. This SSMP must be approved by the Enrollee's governing board at a public meeting. 7-94 State Water Resources Control Board Order No. 2006-0003 Statewide General WDR For Wastewater Collection Agencies Page 10 of20 5/2/06 12.ln accordance with the California Business and Professions Code sections 6735, 7835, and 7835.1, all engineering and geologic evaluations and judgments shall be performed by or under the direction of registered professionals competent and proficient in the fields pertinent to the required activities. Specific elements of the SSMP that require professional evaluation and judgments shall be prepared by or under the direction of appropriately qualified professionals, and shall bear the professiona/(s)' signature and stamp. 13. The mandatory elements of the SSMP are specified below. However, if the Enrollee believes that any element of this section is not appropriate or applicable to the Enrollee's sanitary sewer system, the SSMP program does not need to . address that element. The Enrollee must justify why that element is not applicable. The SSMP must be approved by the deadlines listed in the SSMP Time Schedule below. Sewer System Management PlaD (SSMP) (i) Goal: The goal of the SSMP is to provide a plan and schedule to properly . manage, operate, and maintain all parts of the sanitary sewer system. This will help reduce and prevent SSOs, as well as mitigate any SSOs that do occur. (ii) Organization: The SSMP must identify: (a) The name of the responsible or authorized representative as described in Section J of this Order. (b) The names and telephone numbers for management, administrative, and maintenance positions responsible for implementing specific measures in the SSMP program. The SSMP must identify lines of authority through an organization chart or similar document with a narrative explanation;' and (c) The chain of communication for reporting SSOs, from receipt of a complaint or other information, including the person responsible for reporting SSOs to the State and Regional Water Board and other agencies if applicable (such as County Health Officer, County Environmental Health Agency, Regional Water Board, and/or State Office of Emergency Services (OES)). (iii) Legal Authority: Each Enrollee must demonstrate, through sanitary sewer system use ordinances, service agreements, or other legally binding procedures, that it possesses the necessary legal authority to: (a) Prevent illicit discharges into its sanitary sewer system. (examples may include 1/1, stormwater, chemical dumping, unauthorized debris and cut roots, etc.); 7-95 State Water Resources Control Board Order No. 2006-0003 Statewide GeneralWDR For Wastewater Collection Agencies Page 11 of 20 5/2/06 (b) Require that sewers and connections be properly designed and constructed; (c) Ensure access for maintenance, inspection, or repairs for portions of the lateral owned or maintained by the Public Agency; (d) Limit the discharge offats, oils, and grease and other debris that may cause blockages, and (e) Enforce any violation of its sewer ordinances. (iv) Operation and Maintenance Program. The SSIV1P must include those elements listed below that are appropriate and applicable to the Enrollee's system: (a) Maintain an up-to-date map cF ,;~,:; '~~'::::::(j 3o,,'!:;, system, showing all gravitylins ': :;'~ --:':',I(S 2nd manholes, pumping facilities, pressul" ;JIGSS :;iid valves, and applicable stormwater conveyance facilities; (b) Describe routine preventive operation and maintenance activities by staff and contractors, including a system for scheduling regular maintenance and cleaning of the sanitary sewer system with more . frequent cleaning and maintenance targeted at known problem areas. The Preventative Maintenance (PM) program should have a system to document scheduled and conducted activities, such as work orders; (c) 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 arid TV inspections of manholes and sewer pipes, and a system for ranking the condition of sewer pipes and scheduling rehabilitation. Rehabilitation and replacement should focus on sewer pipes that are at risk of collapse or prone to more frequent blockages due to pipe defects. Finally, the rehabilitation and replacement plan should include a capital improvement plan that addresses proper management and protection of the infrastructure assets. The plan shall include a time schedule for implementing the short- and long-term plans plus a schedule for developing the funds needed for the capital improvement plan; (d) Provide training on a regular basis for staff in sanitary sewer system operations and maintenance, and require contractors to be appropriately trained; and 7-96 State Water Resources Control Board Order No. 2006-0003 Statewide General WOR For Wastewater Collection Agencies Page 12 of 20 5/2/06 (e) Provide equipment and replacement part inventories, including identification of critical replacement parts. (v) Design and Performance Provisions: (a) Design and construction standards and specifications for th~ installation of new sanitary sewer systems, pump stations and other appurtenances; and for the rehabilitation and repair of existing sanitary sewer systems; and (b) Procedures and standards for inspecting and testing the installation of new sewers, pumps, and other appurtenances and for rehabilitation and repair projects. (vi) Overflow Emergency Response Plan - Each Enrollee shall develop and implement an overflow emergency response plan that identifies measures to protect public health and the environment. At a minim'Jm this plan must include the following: (a) Proper notification procc "''-_~ ",Co "'.?' ':::" p,-imary responders and regulatory agenc;:: ...., <:! ;. ':.;,-med of ail SSOs in a timely manner; (b) A program to ensure an appropriate response to all overflows; (c) Procedures to ensure prompt notification to appropriate regulatory agencies and other potentially affected entities (e,g. health agencies, Regional Water Boards, water suppliers, etc.) of all SSOs that potentially affect public health or reach the waters oithe State in accordance with the MRP. All SSOs shall be reported in accordance with this MRP, the California Water Code, other State Law, and other applicable Regional Water Board WDRs or NPDES permit requirements. The SSMP should identify the officials who will receive immediate notificatiori; (d) Procedures to ensure that appropriate staff and contractor personnel are aware of and follow the Emergency Response Plan and are appropriately trained; (e) Procedures to address emergency operations, such as traffic and crowd control and other necessary response activities; and. (f) A program to ensure that all reasonable steps are taken to contain and prevent the discharge of untreated and partially treated wastewater to waters of the United States and to minimize or correct any adverse impact on the environment resulting from the SSOs, including such accelerated or additional monitoring as may be necessary to determine the nature and impact of the discharge. 7-97 State Water Resources Control Board Order No. 2006-0003 StateWide General WDR For Wastewater Collection Agencies (vii) FOG Control Program: Each Enrollee shall evaluate its service area to determine whether a FOG control pmgram is needed. If an Enrollee determines that a FOG program is not needed, the EnrOllee must provide justification for why it is not needed. If FOG is found to be a problem, the Enrollee must prepare and implement a FOG source control program to reduce the amount of these substances discharged to the sanitary sewer system. This plan shall include the following as appropriate: Page 13 of 20 5/2/06 (a) An implementation plan and schedule for a public edUcation outreach program that promotes proper disposal of FOG; (b) A plan and schedule for the disposal of FOG generated within the sanitary sewer system service area. This may include a list of acceptable disposal facilities andlor additional facilities needed to adequately dispose of FOG generated within a sanitary sewer system service area; (c) The legal authority to prohibit discharges to the system and identify measures to prevent SSOs and blockages caused by FOG; . (d) Requirements to install grease removal devices (such as traps or interceptors), design standards for the removal devices, maintenance requirements, BMP requirements, record keeping and reporting requirements; (e) Authority to inspect grease producing facilities, enforcement authorities, and whether the Enrollee has sufficient staff to inspect and enforce the FOG ordinance; (f) An identification of sanitary sewer system sections subject to FOG blockages and establishment of a cleaning maintenance schedule for each section; and (g) Development and implementation of source control measures for all sources of FOG discharged to the sanitary sewer system for each section identified in (f) above. (viii) System Evaluation and Capacity Assurance Plan: The Enrollee 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 7-98 //:.~ State Water F?esources Control Board Order No. 2006-0003 Statewide General WOF? For Wastewater Col/ection Agencies that escape from the system) associated with conditions similar to those causing overrlow events, estimates of the capacity of key system components, hydraulic deficiencies (incfuding components of the system with limiting capacity) and the major sources that contribute to the peak flows associated with overrlow events; Page 14 of 70 5/2/06 (0) 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, incfuding prioritization, alternatives analysis, and schedules. The C/P may include increases in pipe size, 1/1 redUction programs, increases and redundancy in pumping capacity, and storage facilities. TheCIP shall include an implementation schedule and shall identify sources of funding. (d) Schedule: The Enrollee shall develop a schedule of completioh dates for all portions of the capita/improvement program developed in (a)-(c) above. This schedule shall be reviewed and updated consistent with the SSMP review and update requirements as described in Section o. 14. (ix) Monitoring, Measurement, and Program MOdifications: The Enrollee shall: (a) Maintain relevant information that can be used to . establish and prioritize appropriate SSMP activities; (b) Monitor the implementation and, where appropriate, measure the effectiveness of each element of the SSMP; (c) Assess the success of the preventative maintenance program; (d) Update program elements, as appropriate, based on monitoring or performance evaluations; and (x) SSMP Program Audits - As part of the SSMP, the Enrollee shall conduct periodic internal audits, appropriate to the size of the system and the number of SSOs. At a minimum, these audits must Occur every two years and a report must be prepared and kept on file. This audit shall focus on evaluating the effectiVeness of the SSMP and the (e) Identify and illustrate SSO trends, including: frequency, location, and volume. 7-99 State Water Resources Control Board Order No. 2006-0003 Statewide General WDR For Wastewater Collection Agencies Enrollee's compliance with the SSMP requirements identified in this subsection (0.13), including identification of any deficiencies in the SSMP and steps to correct them. Page 15of20 5/2/06 (xi) Communication Program - The Enrollee shall communicate on a regular basis with the public on the development, implementation, and performance of its SSMP. The communication system shall provide the public the opportunity to provide input to the Enrollee as the program is developed and implemented. I ., :i I :1 'I u 14. Both the SSMP and the Enrollee's program to implement the SSMP must be certified by the Enrollee to be in compliance with the requirements set forth above and must be presented to the Enrollee's governing board for approval at a public meeting. The Enrollee shall certify that the SSMP, and subparts thereof, are in compliance with the general WDRs within the time frames identified in the time schedule provided in subsection 0.15, below. The Enrollee shall also create a plan of communication with systems that are tributary and/or satellite to the Enrollee's sanitary sewer system. In order to complete this certification, the Enrollee's authorized representative must complete the certification portion in the Online SSO Database Questionnaire by checking the appropriate milestone box, printing and signing the automated form, and sending the form to:. State Water Resources Control Board Division of Water Quality Attn: SSO Program Manager P.O. Box'100 Sacramento, CA 95812 The SSMP must be updated every five (5) years, and must include any significant program changes. Re-certification by the governing board of the Enrollee is required in accordance with 0.14 when significant updates to the SSMP are made. To complete the re-certification process, the Enrollee shall enter the data in the Online SSO Database and mail the form to the State Water Board, as described above. 15. The Enrollee shall comply with these requirements according to the following schedule. This time schedule does not supersede existing requirements or time schedules associated with other permits or regulatory requirements. 7-100 State Water Resources Control Board Order No. 2006-0003 Statewide General WDR For Wastewater Collection Agencies . Sewer System Management Plan Time Schedule Page 16 of 20. 5/2/06 I Task and I Completion Date Associated Section I I Population> Population I Population I Population < 100,000 between 100,000 between 10,000 2,500 and 10,000 and 2,500 Application for Permit Coverage 6 months after WDRs Adoption Section C Reporting Program I 6 months after WDRs Adoption 1 Section G I SSMP Development I 9 month, aftee I . 12 months after 15 months after 18 month, aftec I Plan and Schedule WDRs Adoption2 WDRs Adoption2 . WDRs WDRs . No specific Section Adoption2 . AdoPtion2 I Goals and I I . Organization Structure 12 months after WDRs Adoption2 18 months after WDRs Adoption2 Section D 13 (I) &' (Ii) Overflow Emergency Response Program Section D13 (vi) Legal Authority Section D 13 (iii) 24 months after 30 months after 36 months after 39 months after Operation and Wo,c~s Adoption2 WDRs Adoption2 WDRs WDRs Maintenance Program Adoption2 Adoption2 Section 0 13 (iv) Grease Control Program Section D 13 (vii) Design and Performance Section D 13 (v) System Evaluation and Capacity Assurance 36 months after 39 months after 48 months after 51 months after Plan WDRs Adoption WDRs Adoption WDRs Adoption WDRs Adoption Section D 13 (viii) Final SSlvlP, incorporating all of the SSMP requirements Section D 13 7-101 State Water Resources Control Board Order No. 2006-0003 Statewide General WOR For Wastewater Collection Agencies 1. In the event that by July 1, 2006 the Executive Director is able to execute a memorandum of agreement (MOA) with the California Water Environment Association (CWEA) or discharger representatives outlining a strategy and time schedule for CWEA or another entity to provide statewide training on the adopted monitoring program, SSO database electronic reporting, and SSMP development, consistent with this Order, then the schedule of Reporting Program Section G shall be replaced with the following schedule: Page 17 of 20 5/2/06 Reporting Program I Section G Regional Boards 4, 8, I 8 months after WDRs Adoption and 9 Regional Boards 1, 2, I 12 months after WDRs Adoption and 3 Regional Boards 5, 6, I 16 months after WDRs Adoption and 7 If this MOU is not executed by Jul'( 1 -::"-"""''3, . .: "=;:;~I ('~:; program time schedule will remain six (6) 1T'0~ths for all region::; a,-,.] agency size categories. 2. In the event that the Executive Director executes the MOA identified in note 1 by July 1, 2006, then the deadline for this task shall be extended by six (6) months. The time schedule identified in the MOA must be consistent with the extended time schedule provided by this note. If the MOA is not executed by July 1, 2006, the six (6) month time extension will not be granted. E. WDRs and SSMP AVAILABILlTY 1. A copy of the general WDRs and the certified SSMP shall be maintained at appropriate locations (such as the Enrollee's offices, facilities, and/or Internet homepage) and shall be available to sanitary sewer system operating and maintenance personnel at all times. F. ENTRY AND INSPECTION 1. The Enrollee shall allow the State or Regional Water Boards or their authorized representative, upon presentation of credentials and other documents as may be required by law, to: . a. Enter upon the Enrollee's premises where a regulat~d facility or activity is located or conducted, or where records are kept under the conditions of this Order; b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this Order; 7-102 State Water Resources Control Board Order No. 2006-0003 Statewide General WOR For Wastewater Collection Agencies c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices, or operations regulated or required under this Order; and Page 18 of20 5/2/06 d. Sample or monitor at reasonable times, for the purposes of assuring compliance with this Order or as otnerwise authorized by the California Water Code, any substances orparameters at any location. G. GENERAL MONITORING AND REPORTING REQUIREMENTS 1. The Enrollee shall furnish to the State or Regional Water Board, within a reasonable time, any information that the State or Regional Water Board may request to determine whether cause exists for modifying, revoking and reissuing, or terminating this Order. The Enrollee shall also furnish to the Executive Director of the State Water Board or Executive Officer of the applicable Regional Water Board, upon request, copies of records required to be kept by this Order. 2. The Enrollee shall comply with the attached Monitoring and Reporting Program No. 2006-0003 and future revisions thereto, as specified by the Executive Director. Monitoring results shall be reported at the intervals specified in Monitoring and Reporting Program No. 2006-0003. Unless superseded by a specific enforcement Order for a specific Enrollee, these reporting requirements are intended to replace other mandatory routine written reports associated with SSOs.' . .-....;.- 3. All Enrollees must obtain SSO Database accounts and receive a "Username" and "PaSSWord" by registering through the California Integrated Water Quality System (CIWQS). These accounts will allow controlled and secure entry into the SSO Database. Additionally, within 30days of receiving an account and prior to recording spills into the SSO Database, all Enrollees must complete the "Collection System Questionnaire", which collects pertinent information regarding a Enrollee's collection system. The "Collection System Questionnaire" must be updated at least every 12 months. 4.' Pursuant to Health and Safety Code section 5411.5, any person who, without regard to intent or negligence, causes or permits any untreated wastewater or other waste to be discharged in or on any waters of the State, or discharged in or deposited where it is, or probably will be, discharged in or on any surface waters of the State, as soon as that person has knowledge of the discharge, snail immediately notify the local health officer of the discharge. Discharges of untreated or partially treated wastewater to storm drains and drainage channels, whether man-made or natural or concrete-lined, shall be reported as required above. Any SSO greater than 1,000 gallons discharged in or on any waters of the State, or discharged in or deposited where it is, or probably will be, discharged in or on any surface waters of the State shall also be reported to the Office of Emergency Services pursuant to California Water Code section 13271. 7-103 State Water Resources Control Board Order No. 2006-0003 Statewide General WDR For Wastewater Collection Agencies , Page 19 of 20 5/2/06 H. CHANGE IN OWNERSHIP 1. This Order is not transferable to any person or party, except after notice to the Executive Director. The Enrollee shall submit this notice in writing at least 30 days in advance of any proposed transfer. The notice must include a written agreement between the existing and new Enrollee containing a specific date for the transfer of this Order's responsibility and coverage between the existing Enrollee and the new Enrollee. This agreement shall include an . acknowledgement that the existing Enrollee is liable for violations up to the transfer date and that the new Enrollee is liable from the transfer date forward. I. INCOMPLETE REPORTS 1. If an Enrollee becoc . 'vare that it failed to submit any relevs:lt facts in any report required under tillS C~'icr, the Ewol!se shall prom:t!', 2u!:omit such facts or information by formally amend:,ig (;';", I",,~,. ... ..,~ VI 111([<; '3S0 Database. J. REPORT DECLARATION 1. All applications, reports, or information shall be signed and certified as. follows: (i) All reports required by this Order and other information required by the State or Regional Water Board shall be signed and certified by a person designated, for a municipality, state, federal or other public agency, as either a principal executive officer or ranking elected official, or by a duly authorized representative of that person, as described in paragraph (ii) of this provision. (For purposes of electronic reporting, an electronic signature and accompanying certification, which is in compliance with the Online SSO database procedures, meet this certification requirement.) (ii) An individual is a duly authorized representative only if: (a) The authorization is made in writing by a person described in paragraph (I) of this provision; and (b) The authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity. K. CIVIL MONETARY REMEDIES FOR DISCHARGE VIOLATIONS 1. The California Water Code provides various enforcement options, including civil monetary remedies, for violations of this Order. 2. The California Water Code also provides that any person failing or refusing to furnish technical or monitoring program reports, as required under this Order, or 7-104 State Water Resources Control Board Order No. 2006-0003 Statewide General VVDR For Wastewater Collection Agencies falsifying any information provided in the technical or monitoring reports is subject to civil monetary penalties. Page 20 of 20 5/2/06 l. SEVERABILITY . . 1. The provisions of this Order are severable, and if any provision of this Order, or the application of any provision of this Order to any circumstance, is held invalid, the application of such provision to other. circumstances, and the remainder of this Order, shall not be affected thereby. . 2. This order does not convey any property rights of any sort or any exclusive privileges. The requirements prescribed herein do not authorize the commission of any act causing injury to persons or property, nor protect the Enrollee from liability under federal, state or local laws, nor create a vested right for the Enrollee to continue the waste discharge. The undee"gned Creek to the State Watec Boaed does hecaby cartilY that the focagoing is a full, true,arid correct copy of general WDRs duly and regularly adopted at a meeting of the State Water Resources Control Board held on May 2, 2006. CERTIFICA TION A YE: Tam M. Doduc Gerald D. Secundy NO: Arthur G. Baggett ABSENT: None ABSTAIN: None ~"'C . , Song Her Clerk to the Board 7-105 Appendix E 7-106 /. . STATE WATER RESOURCES CONTROL BOARD LEGALLY RESPONSIBLE OFFICIAL REG/STRATlONFORM FOR !HESSO DATABASE A lega1ly responsfbJe official (lRO) fs ST1Y indiv:c:.::::! authorized to enter and certify data into the online sanitarj se'iler ove.rfJo...v (SSO) database on behalf of an agency ertrcJled under Statewide General Wesl, D;'ciJ"g, R",u;;o",ents '''S,oHaeiSow,,- S""am, (WOO No. 200<;.(003). A LRO mU'le'",', any submitted SSG report A .LHO is defined as either a principal executJ'./E officer or ranking eJected offidalior an agency, or a duli ai.i!horized representaiive arth8! person. To qualify as.a duly authorized representative. an individual must rec.;;j'ie aVfhoriz2(ion in writing From another LRO /this completed form satisfies this conditlon) and have responsibility for the averaH Operation of the regulated faeflity or activity. This farmenab!es agenciesio register an 2dditiona! LRO for SSO reporting. . . 1. LRO Registration Information J, DavaMcRoberts, certify that I am a legally respons.ib!e official for City or Chula Vista. flily signature on print l1ilme 'agertcy this form certifies that, I agree, my Ca~ifomia Integrated Water Quaiity System (CIWQS) USa, 10 and oass\'!ard constitute my electronic signature and any infQrmation I indicate I am electronically certifying con!ains my signature. I understand that r am legally bound, obligated, and responsible by Use of my electronic signature as much as bY' a hand-written signature, I agree that I will protect my electronic signsture rronlunavthorized use, and that 11NI/I contact the State Water Resources Control Board. wilhln 24-hoLJrs of discovery,ii I suspect that my electronic signature has been lost, stoten. Qf otherwise compromised. I certify thac my erectronic signatlJre is for my own use. that r will keep it confidential. allo that I '.viTl nO(delegale or share it '.vltl1 any other person. I h<;l'le provided the iolkiNihg COnlact ihiorrnaiicr.: Print Narne: Mailing Address: Phon€: Ni.Jmber: FAX Number: E-M",i1 Address: Agency: Ag$ncy WOlD #: Dave McRoberts 1800 MaxIN.:?11 Rd. (619\ 397-6009 151 9 l 397-6259 dmcrobertstGlci. ehuJa-vFsta,ca. us CHI/of Chli{a \,trsta 9SS0 j 01349 Tille/Role; SanitarySe,.'i€f Sys!em: Cit'! of Chula Vista PUb/i,c VVorks Ooerations V\/2S~.eVicter Cogtion SUDen!iscr I tenify th.al the above inforrnatior) is complete;lnd cafrecL By signing (his registration form, i agree, an behaifof r!lYselfand the Citv of Chula Vis!a.. lo.be ooun(lj by its terms. Signed: ~...... "'done)! . ,,'/7,.- "" ',~ /F""c..------- Date: /;;l-/ /1 I c?& ---~ complete page 2 2. Approved by a Lega!ly Responsibl.e Official for the agency onfBe with the State Water Soard I,";; 7-107 rl/ ,;t' I, A'" AI Aoha INo Ion ec emOlo"," ,i", li'~ Ci!V of Chula V"'at, <emf, mall am a lega', c"'POOS",I. print name official foe Crt, of Chule Vosl2. My ,;gnatue" 00 th" fo,", authort", a "'gaily cesponsib", offi"", 'ocounl ;;g;;ncy 10 b., @,ted within aWQS roc the J""i~duai lis led abov.. A legally R"ponsi~, offici'" a"ount;lil ,liow this ,",,'idu,1 to ani"c, edJl d"'e'e, "" "'rtif); data assOCiated wi", SSO coports '" Ih, agency Regional Water Quality Control Board: Reoion 9 Agency WOlD #: 98S010646 $lgnature: Oat"". ! I ....~.~- Mail compl'''d 10m> 10 (!his foem must be ma'''', be",usa an origin., srgoalu" 's "quicad 10 be on fite), CII.^/QS Registration P.O. Box 671 Sacramento. CA. 95812 NOTE; Please ""i1lhe CIWOS He~ Cenl" 'nth '0' que,,,,,,,, reg.eding !his 'olm "1866)792-4977 2<2 7-108 STATE W.A.TER RESOURCES CONTROL BOARD LEGALLY RESPONSIBLE OFFICIAL REGISTRATION FORM FOR mE SSO DATABASE .. . . . . A legally responsibte official (LRO} is any in::::'.':;:.JaJ avthoriz.ed to ente-r arid certify data into the online sanitary sewer ovenlcw (SSO) database on behalf of an agency enrolled under Statewide General, 'Nashe Discharge Requir;;menls fQr Sanitary Sewer Systems ('vVQONo. 2006-0003). A LRO must certify any submitted SSO report. A LRO is canned as either a principal executi'leofficer or ranking elected official for an agency. or a dulY3uthorized representative of that pe.rson~ To qU2II~/a~ a'du!y authorized representative, an individuaJ must receive authorization in ,,'''riting from another LRO (thiscompieted fdrm satisfies this cOheilion) and neVe responsibility far the o'/~r.all ;::lperstion of the regulated fatifity or <lcti'lity, This form enables agencies to register an additfonaf LRO for SSO reporting. .1. LRO Registration Information I. Josson BurGos, certify that I am a legally responsible official for City of Chula V~sta. My sign:=!urs en . pri n t n a me . ;3gent:y this form certifies!hal. I agree, my California lntegrated Water Quality System (CII/VQS) user 10 and password constitute rnyelectrortic signature and any infonn.3Don 1 indic.c.l", , 2.G 2!=-"":,"C;;;JI:,' cerU;;ing contains my signature. I understand that I am legaliy bour;,:, ':',,1!";:;,,-:2,:, and. responsible by use of my electronic signature as much as by a hand-wri,ten signature. I agree that I ,",vill protecl my electronic signature from un2uthorized use. and that I wiH contacllhe State Vvater ResolJrces Control Soard, within 24~hours of discovery, if J suspect that my electronic signature h.as been lost, stolen. or othei','"is,e compromised. ! certify that my electronic signature is for my own use, that I '.vill keep it confidential, and that I will not delegate or share it with any other person, . I have Pfo::llo'ide-d the io!1Qwing contact information: Print Name: Joseoh Buroos rvtailbg..:l.,ddress: Phone Number; 1800 ~ilax\I~'8n Rd. Agency: AgencY' WDID ;;: (519) -397-6031 F.~X NUmber: (51';]) 397-6259 E-j\lail ;'\ddress: J ourc;;os((1.;ci, cnu fa-vista. C3. us Sanitary Se\.ver System: City or Ghula Vista Public 'IIVorks OoeraHoils 95$010546 ellv of Chula Vista behalf of myself and the City 01 Cl1ula \/lst3, to be bound by its terms, I certify that the above information is campleIa and correcL By signing ..ihis registration form, r agree., on PubJic \iVor~~s Su[)srvisar Title/Role: , I "r;' ..... ;--. :J:-'1'''''' /./' ,_ Signe.:!: .----1L~ - "---'~v..o Daie: /.z.;, ~.' d6 '--.) Ii l'-' /J complete 02g'3 2 2., Approved by a Legally Responsible o fft6ia I for the agency on file with the State Water Soard 1/7 . I _ 7-109 ..--? ., ..' L p.lex ;.\.1 AQna (No lancer emoloved with the cn" of ChlJla Vista 1. certify that I am a legally responsible print name .< offid~' f:=:; Crt" of Chula Vista. My srgnature on thisrorm aUthorizes a legallyresporlSible official account agency \0 be created withtn CI"VQS for the individual listed above. A legally responsible ofiicia! account will sllov.; this individual to ehter, edit, delete, and certrry data associated 'with SSO reports for !~e agency. Regional Water Quality Control Board: Rwion 9 Agency VvDID #: 9S501 0646. Signature: I I Date: Mail completed form to (this form must be maued because an originaJsigr.ature is required to be on file): C1WQS Registration P.O. Box 671 Sacramento, CA 93,;, NOTe.: Piease call the CIVVQS Help Center with any questions reg~rdlng !I-::s fc'o'll at ($66)792-4977. . . 2/1 7-110 r-- r''! " STATE WATER RESOURCES CONTROL BOARD LEGALLY RESPONSI8lE OFFICIAL REGISTRATION FORM FOR THE 5S.0 DA TA8ASE .A. legally respo0.sibie official (LRO) is any individual authortzed to enter ar'ilj certify dala into the ooline s<Jl1ilary sewer o'lerilov>i (SSOJ database on behalf of an agenc~1 enrolled under'Statewide General 'itVasle Discharge Requirements for Sanitary Sewer Systems (WOO ~Jo. 2006-0003). A LRG must certify any submitted SSO report. .A, LRO is'defined as eithei: aprincipai execuUve officer or ranking e!ected official for an agency, or a duly cuthorized representative of that person. To quafify. as a duly authorized ,spresentative. an individual must receive authorization in \\lriting from another LRO (tl1is completed farm satisfies this condition) and have responsibility for the overall operation of ti1e regulated facmly or activity. Tills form enables agencies to register an additional LRO for SSO repqlling. t, LRO Registration lnfortnation I, I\'!arf< Sanche;, Certify that I am a legally respcnsJble official for ':itv of Chuia \iista. My sigl1ature on prinh"lama .ssency this form certlfles that, I agree, my California Integr3t.ed vVater Quality S;/stem (CIINQS) User 10 and password Cons(ilute my electror:ic signature and any inFormaUon I indicate I em electronically certifying electronic signature as much as by a hand-writli:n signature. contains my signaiun;:, I UndsrstanG that I am legally bound, cbligated,and responsible by use of my 1 agree that i will protect my efectron1c signature from unauthorized IJSe, 2nd Ihatl will contact the Slate Water Resources Control Board, within 24-hours of discovery. if I suspect that my electronic signature ha$ been lost, stolen. at otherwise compromised, I certify that my electronic signature is for my own use, thai I '<'liIf keep itconRdentiai, and that I \Vii[ not delegate or share rl ",lith any oiher person. 1 have provided the following contacr information: Print r-Jan19: lvfark Sanchez (vtairing A.ddress: Phone Number. FAX Number: 1800 rvlaxwefl Rd. (6191397.6025 (61912.91-13259 E-Mail Ad,jress: /-\g,ency; MS"r.diez(cllcL chuia-vtst;'l.ca. us Agency WDID #: Citll 01 Chula Vista Ti"tIefRcle: Saliitary Sev.,'er System: Cit of ChuJa Vista PlJblic INarks Ooerations 93S0106413 I certify that (he above information is complete and correct. By signing this r;;gistraiicn lorm, i agree, on behalf of myself and the Ci('1 of Chula \fis,a, to be bound by its terms: publ~c ~iI,jGf~:S SllDervisof Signed: -JfJc..-,Jgp;;;~ U....., Date: 1!2. f O(p i (, G:. . l... d ' . . complete page 2 2. Approved bya Legally Responsible Official for the agency on file with the State Water 8?ard 1'-' 7-111 .,..-:.~ STATE WATER RESOURCES CONTROL BOARD LEGALLY RESPONSIBLE OFFICIAL REGISTRATION FORM FOR THE SSO DATABASE .~ legally responsible official (LRO) is any individual authorizedloenfer and certify dala Into the onJ,ne sanitary sewer ovenlo'/. (SSO) database on behalf of an ag.ency enrolled under'Statewide General \Naste Discharge Requiremen-ts for Sanitary Se'Ner Sys\ems (WOO No. 2DO€-0003). A LRO must certify any submitted SSO report. A LRO is defined as either a principal execulive officer Of rankinQ elected official for ali agency, or a duly authorized representative of that person. To qualify as a dLJlyaull10rized representative. an individual must receil/a authorization in writing from another LRO (this completed form satisfies this condition) and have responsibility for Ihe overall operation or the reguiated facility or activity. This formensble$ agencies to register an addHional L8,O for SSO Rporting.. . 1. LRO Registration InfomlGltion I, Mark Sanchez, certify ti-Jat.1 am a legally responsibie official for City of Chill,;; \/ist3. My signature on prit1t nama ., ~~ency . this foml certifies that. I agree, my Caiifornia Integrated Wat~r OualHy.Sys!em (CIWQS) user ID and password cons\itute my electronic signature andarlY informaiion I indicate I am eleGtronicalJy certifying contains my signature. I understand that I am legally bound, obligated, and responsible by LIse of my electronic sign.ature as much as by a hand-written signature. J agree that I will protect my electronic signature trom unauthorized lise. and Ihat I w'ill contact Hie Slate Waler Resources Control Board. within 24-hburs of discovery, if I suspect that my electronic signature h.as been !ost, stolen, or othel'\lIlse comprOi'Tlised. I CertifY that my .:'lledronic signature is ior my ovm use, that I wilf keep itcoofldential, and that I Wi![ not delegate or share it liiith any other person. I have provided the following contactinformation: Pdn! Name: Mark Sanchez Mailing ,~ddress: 1800 ,,,lax'Nell Rd. (619) 397 -6025 leiS) 397-6259 MS3nchez((i)ci. chul3-vista .ca. us Cit'! of Chula Vista 9SSQ10646 Pr,ene Number. FAX Number: E-Mail Address: .!\gency: Agency \NDIO #: Sanil~ry Se1h'er System: City of Chula Vista PublicWerks Ooerations TitfeIRc.:e: Public I/'/arks Suoervisor I certify that ,he above information is compjete and correct. By signing this registration form, I agree, on behalf oi mysetf and the Otv of Cnul;;; Vista, to be bound by its terms. Signee!: _ f'7~gt:J" ~~ Date: 1!2 I Or.,. I 0 '=' L. . J . complete pEf}e 2 2. Approved by a Legally Responsible Official for the agency on file with the. State Water Board 1 it 7-112 /--: STATE WATER RESOURCES CONTROL SOARD LEGALLY RESPONSI8lE OFFICIAL REGISTRATION FORM FOR THE SSO DATABASE ,,", Legally responsible oftlcial (LRO) is any individual 8uthorizedlo enler and cerUfy data into the online sanitary sewer overflmv (SSO) database on behalf cif an agencYenro11edlll'1der'Statewide General vVaste Discharge Reqviremenls for Sanitary Seli'ler Syslems (WQONo. 2006-0003). A LRO must certify any SUbrilit,sd SSO rep9rt.. A LRO is cetined as either a prinCipal exe.cu~[ve officer or ranking eiected official ror an agency, or a duly authorized representative of that person.' To quatify as a duly authorized representative, an individual must receive authorization ih writing from ariother LHO(this completed form satisfies this condWon} and have responsibility for the overall operation or tile regu.lated iacWty or activity. This rorm enables agencies to r~ister an o:ddHional LRO for SSO re~orting. . , .' . 1. LRO Registration Information t, I...!ark Sanchez, certjfy that I am a legally responsible official for City of Chula \fJsta. My signature on print nama ~g~nC'l this form certifies that, I agree, my Cailfarnia integrated Wa,ter Quali(ySys(em (CIWOS) user iD and pass'.'ilord constitute my electronic slgnalure Clnd any information! Indicate I am electronically certifying contains my signa lUre. I understand rhClt I am legally bound, obligat",d, and responsible by Llse of my electronic signature as much as by a hand-writteil signatur'2. I agree that! \vill protect my electronic signature frornunauthorlz9d use, and that I will cOntact ttie Slate ;,Nater Resources Control 80arp, within 24-hours of discovery, if I suspect that my electronic signature has been IQst. stolen, or otherwise comprorl\lsed. I C~ril,fy that my electronic signature is iOf Iny Q'Nn use, ,hat I wilr keep it confidential, and tllat I wil! not delegate or share it ','lith ariY other person, 1 have provided the foffowing contact information: Print Name: Mark Sanchez Mailing Address: . Phone Number. 1800 l"'o3x':,;ell Rd~ fAX Number: (6191397-6025 E..Mail ACldr8$s: (6191397-6259 MSar.chezl{:Vci.chui3-vis ta .ca, us ,=\g.ency; Agency vVDID #: Citv of Chura Vista 93S010646 Sanitary Se,vef Systenl: Clt\' of ChLiJa Vista Public 1Narks OoerEitions Title/Role: Publ1c If.JOfKS Suoervisor l certify that :11," above information is wmplete 3nd correcL 8y signing this registration form, I agree. on behalf of myself and the Cit'! of Chula \fista. (0 be boundb'f its terms. P7~gt:J. W,~ C. J 2. Approved by a Legally Responsible Official for the agency on file with the State Water Board Date: !!1 1 Of.::, / O'=' Signed: complete page 2 J,.., ,~ 7-113 I, Alex AI Aaha INolcr1-aer emoloved with the C1!v o(ChulaVistal, certl.'0 that I am a legaJly responsibl~ prir.tll"me . official for CHv of Chula Vista. My signature on this formauthbrizes a lega/ly re$pons.it!~~mcialaccOi.llir agency to be created withinCIWQS for the. individual lisled above. A legally responsible official account will allow this indlvidual.toerlter, edi!, delete, and certify data associated. with SSG reports (or the agency. Regional Water Ouafity Control Board: ReoionS Agency WOlD #: 9S8010646 Signature: Oale:_I_1 Mail c(jmp~eted form to (this form must be mailed because an original signature is requireM to c3.on file): CIINQS Registration P,O. Box 671 Sac:ramento, CA 195812 NOTE: Please cail the CIWOS Help Cen,.;:; vlith snjl quesHons regarding this form at (866)792-4977. 2/2 7-114 , i STATE WATER RESOURCES CONTROL BOARD LEGALLY RESPONSIBLE OFFICIAL REGISTRATION FORM FOR THE SSO DATABASE . . .. . ,C>, legalty responsible official (LRO} is any individual authorized loenter and certify data into the online sanitary sewer over!low (SSO) database on behalf of an agenc~/ enroH,ad under Slalev,dde General vVaste Discharge R;;q0irements for Sanitary Se',~er Systems (WOO No. 2006-0003), Po. LRO must certify any submitted SSO report. A LRO is defined ase/ther a principal executive officer or ranking eiected officia~ for an agency, or a duly authorized representative of that person, To qualify as a duly authorized represent.ative, an individual must receive authorization in writing from another lRO (this completed form satlsffesthis condition) and have responsibflltyior the overall operation of the r$gulated facHHy or activity, . This fOrTIl enables agencies to ragister an additional LRO for SSOJeporiing. . 1. LRO Registration Information 1, Brian Walther. certify that I am a regally responsible oifir;i,,:ll for Clt" of Ch,..!la \!1S~2. ~':lysignattlre on this pril1t nanl e Ci'ii ',:c, ':j idrmcertilies that, I agree, my California Integrated Water Quaf/ly System (CIWQS) user fD ;;;,"1':; passWord constitute my electronic signature and any informati<::., ; .... , ::::i-" ! 2m ",ectronicalll' certifying electronic signature as much 2.~ by a hand-written signature. contains my signature. I unders!2;;';; lh<J, 1 ",,',.' .,-'f U0;",~, c'Diiga!ed, and responsible by use of my I agree that I will protect mJ" electronic signature, from ,unauthorized use, and that I wili contad the State '"Vater Resources Control Board, within 24-hollrs of discovery, if I suspect that my electronic signature has been lost, .stolen, or otherwise comprornised, I certify that my e~ectronic signature is for my own use, that r will keep it confidential, Gnd that f will not G€legate or share it with any other person. [ have provided the following contact information: Print Name: Brian J"V3~ther Iv13 ifing. Address: Phone Number: F,4)( Number: E-r.,'lafl ,A.ddress: 1800 fi;laxvie[1 Rd. (619) 397-6042 (6191 397~e.259 ;:.\gency: B-"NalthenaJ cr. en ula -vi s fc,ca. us ,~genc.,,, VVDID r;; CiN of Chura Vista 9SS010646 Sanitary Sewer System: CiN of Cnu/al/isla Pub fie Works ODeratiDns Tille/ROle: I certify that the above information is cumpJete and correct By signing ttlis registration form, I agree, on behalf of myself and the Citv elf Owla Vista, \0 b€ bound by its terms. acency < /.Y- r /:;:7~", <~ / ",' 7..../:...-' ~d)... ~~ / ." ..c.'~~~ ' /;, f'"'~ _ ~ r ""~ ._ Puma Ivlain tenance SUDervisGr Signed: Date: -12- j --LL..! V6: comptete page 2 2,Approved by a Legally Responsible Official for the agency on file with the State Water Board I i,? 7-115 /) I r AJex ,~1 ftv:Jna (No IOnOi';f emolDved with. the Cii'! of Chula Vista 1, certifylhat I am a legally responsible print (lame official for CII"':;! Chula Vista. My signature on this form authortzes a legally responsible official accOunt agency to be created within CI\AlQS for the individwl iisted abo'le. A legafly responSlble official.account will aHow this Individual [0 enter, edH. delete, and cartily data associated with .SSO reports for the agency. Hegional Water Qualtty Control Board: Reaion 9 Agency WOlD #: 9SS010646 Signature: Dale: I Mallcemplsled form to (this form must b", ;'."diled t"'<:'-<!UO:;B an original signature is required to be on me,: CIVVQS RegisU'ation P.O. Box 671 Sacramento. CA 95812 NOTE: Please call the CI\;VQS Help Center with any questrons regarding this form at (866)792-~977. lJ2 7-116 -- --. -.... "--...- . / ,')~ STATE WATER R=:SOURCES CONTROL BOARD LEGALLY RESPONSmLE OFFICiAL REGISTRATION FORM FOR THE SSO DATABASE A legally respoflslbte. OffiC:8! (Lt;(O) is any indivitiL::::! :7"thorized 10 enter and cer!ify data into t'leonline sariitarj g;ewer overTlo';\! (SSO) dat.abase on behalf of an agency enrolled under Statewide General INaste Discharge Requirements for Sanil;;.;ry Sewer Systems (\NQO No. 2006-0'003), .A LRO must certify any submitted SSO repert. A LRO lsdefined as either a principal executive officer or ranking eleC1ec) ofildal ror an agency, or a duly authorized representative of thaI person. To qualify as a duty authorized repre;:;entati'le, an individual must receive :ou!horization in writing from another LRO (!h'is completed form s",Usfrss this COfldrticm} and have responsibility for the o'<Jerall operation of the regulated faci[jIy or activity. This form enables agend.es to register an additional LRO 1'01' SSQ reporting. 1. LRO Registration Information form certifies. that, I a.grae, my California Integrated VValer Quality System (CIWQS} userlD and I, S!eve Padilla, certify that I am a legally resp.cmsible official for City of Chu!a Vista. My signature on this prin~ na.me ag.ency pass'Nord constitute my electronic signature and any information I indicate I am electronicafly certifying contains my signature. I understand that I am legally bound. ob1Jgated, 2nd responsible by use of my electroni~ signature as much as by a liand-written sigrlature. I agree thal I will protect my' electronic signature from unauthorized use, and that! will cOfltact the State Water Resources Centrol Board, ',vithln 2~hours of diScover]', if I suspect that my electmnic sfgnature has been lost. stolen, or otherwise compromisad. J certify that my electronic signalureis for my mvn use, tllatl witi keep it cGnfidenJ,i;al, and that I wiil f101delegate or share it with any other person. I have provided the fc~rowing contad information: Prlnt Name~. SIeve Padilla ;vlaiHng Address: Phone N-un~ber: 1 SOO ~viax'.ve:1Rd. FAX Number: 161m ,~97-6020 (619\ 397-6259 E-Mail Address: S!c,adi Ital'ii'ld ..ehula...?sta ,ca, us Agency: Agem::y VVDID 1;: Clt'l of Chda Vista 9SS010646 Sanitary Se'wer System: CHv of Chura Vista Public lNorks Ooerarbns Title/ROle: Public W':){ks Suoervisor lc.ertiry !hat the above Efliormatk)n is complete and t~orrect By s1-gnlng th~s r~9istrat~on fOfllll,'1 agree, en be""lf " m;',"~.. "d C :e;_ it.:~.~~;l~lo' 10 be boom by i" """" S":JneG: ~., ~ ( r1 Dar9:_/~.i -ob comptete page 2 2. Approved by a Legally Responsible Official tor the agency on file with the State Water Board I: 7-117 ~.i/ 1. A/ex ,'-\1 ..<.\aha (No lancer emo!o'led \;,ruth the el!\! of Chura VIsta), certify th,at I am a legaHy responsible prim name official For Clt\;' 01 Chula \lists, My signature on this form authoriz.es a legany respc;;d::1::: official account "goney to be created INithin CfWOS for the indiViduallTsted above. A legally responsible official account will allow this individual to enter, edr~ delete, and certify data associated 1lVith SSO reports fortheagency. Regional Water QualJty Control Board: Reaion 9 Agency WOrD #: 9SS010646 Signature: Date:_I_l Mail completed forn. to (this form must be maifed because an original signature is required to be 011 file): GIWQS RegistratIon P.O. Box 671 Sacramento, CA 95812 NOTE: Please call1he CI\NQS Help Cent1lrwiIh any qUGstions regarding mfs form at (866)792-4977. 'ri 7-118 " ".-- STATE WATER RESOURCES CONTROL BOARD LEGALLY RESPONSIBLE OFFICIAl REGISTRATION FORM FORTHE.SSO DATABASE A legally responsible oFricial (LRO) is any individuat authorized to enter and tenif)' dcta into the online sanitary sewer ove"lo,,'i (SSO) database On behalf 01 an agency eomBed unpar Slatewide General Waste Discllarge Requirements for Sanitary Se'lver Systems (WOO No. 2006,0003,. A LRO must certify any submitted SSG report. A LRO is defined as either c principal executive officer t,r ranking elected official for an agency. or a du~y authorized representative of that p-:,:rson. To quarify as a duly authorized representative, an In,jjviduaJ must raceive authorization in lNriting from another lRO (this completed form sali.sTies this condition.) and have responsibilHy for the overaH operation of the regul.ated racility.of activi.ty. This form enables agsncies to re';;Jistar an <!ddiiional LRO for SSO reporting. . 1. lRO Registration Information L Rud'l Cancio, certify ti,o( lama legaHy responsible official for Citv of Chura Vista. ~'..1y signature on this pri n t n"lfli.o< Jlge.ncy foml certifies that, 1 agree, my C<lliforrtia Integrated Water Qu~lity S'lstem (CIWQS) User ID and password constitute my electronic signature and any information I indicate I am electronically certifying electronic signature as much as by a hsnd-\;,'riUen signature. contains my signature. I urlde,-stand that I am legally bound, obligated, and responsible by use of TTl)' ! agree that! "viii protect my' electronic s.ignaturefronnm3uthorfz€d use, and that I will contact the Stale Ill/atar Resources Control Board, within 24-hours of discovery, if I suspect that my efectronic.signalure has been lost. stolen, or oihe!~fVise compromised. I certif}' that my ef2ctnmic signature is for my own USe. that t will keep it confidential, and that I \'.~II not delegate IX share it with any other person. . Icha'ie prm'idedthe foilo'Nin,:;] contact information: Print Name: Rudv Cancio ~ Meilirig .':"ddress: Phone NUmber: 1800 Max]Y'el! Rd. F.~\ Number: {619i397,6026 E-Mall Address: (619i 397-6259 Agency. RcanQio{Q:'!:Lchula-vista. os, us Citv of Chula Vista Agency VI/DID #: 9SSCJ'I G6Lt6 Title/Role: Sanitary Sewer System: elt" of ChuJa Vista Public 'Narks Ooeratiofls Pub[k WOlks Suoervisor ! cermy that the above information is complete and correCL 3y signing this registratie,n form, j agree, on , , b.ehalf of myself and the Qitv of Chura Vista, to be b':;JI.md by its terms. ~-- --- L~u /~~~ /1..-'-' Sioned:. ~ ~u~.",. /2 1 ~ 7 I 7~V '- C'I..__. ~, .-=-- ~ ~~ ~ 2. .';pproved by a Legally Responsible Official for the agency on file w.ith the State Water Soard complete page 2 in :.J..... 7-119 - - -.-.. - -- "-'- .~...-.. ----- ~-'--.- ! : I, ,A!ex ,.;J Ache: iNolonOef emolov;d with the Ci!'1 ofChula Vista), certify that I am i;lJegally responsible pnnt n~m.a . . official for eill{ of Chura Vis!.a, My signature on this form authorize$ alegany respoll~ibh: :ffi:lal.account 3.gency \.:1 be created 'lVithin CIWQS for the individuallJ'Sted above. A legaHyresponsibJe official account wm aHO'N this individual \.0 enter, edit, delete, and c<0ify data associated with SSG reports for the agency. Regional Water Quality Control Board: Reoion 9 Agency WOlD ;. 9SS010646 Signature: Dale:_l_1 Mail completed f.:)fffi to (this form must be mailed because an original sisnc!!.:~a i-c -'-;':;'.llred to be on me): CIINOS Registratron P.O. Box 671 Sacramento, CA 95812 NOTE: Please call. tn:; :::1\.",\:<:5 Heip Center with any questions regarding this form at (866)792-~977. 1/2 7-120 r-n .'.~, / STATE ,VATER RESOURCES CONTROL BOARD LEGALLY RESPONSIBLE OFFICIAL REGISTRATION FORM FOR THE SSO DA TA8ASE ,; legally responsible official (lRO) is any individual authorized to enter and certify data into the online sa.~itary sewer overflow (SSO) database on behalf of an agency enrolled under Statewide General \/vaste Discharge Requiremen ts for Sanitary Sewer Systems (WQO No. 2006-0003). A LRO must certify any submitted SSO report A lRO is cefined as either a principal executive officer or ranking elected official for an agency, or a duly authorized representative of that person. To qualify as a duly authorized representative, an individual must receive authorization in writing from another lRO (this completed fonn satisfies this condition) and have responsibility for the overall operation of the regulated facility or activity. This form enables agencies to register an additional LRO for SSO reporting. 1. LRO Registration Information I, Tim Weinman, certify that 1 am a legally responsible official for CiN of Chula Vista. My signature en print name agency this form certifies that, i agree, my Califomia Integrated Water Quality System (CIWQS) user ID and password constitute my electronic signature and anyinformation I indicate I am ," ;;,o,,::ally certifying ccntains my signature. I understand that r arc 'agaily bound, obligat"e:' '_"d to2:Jonsible by use of my electronic signature as much as by a hand-writte,- 3:;;:,~:~":::, 1 agree that I will prctect my electronic signar-Jre from unauthorized use, and that I will contact the State Water Resources Contra! Board, within 24-hours of discovery, if I suspect that my electronic signature has been lost, stolen, or otherwise compromised. 1 certify that my electronic signature is for my own use, that! will keep It confidential, and that I will not delegate or share it with any other person. I have provided the following contact information: Print Name: TimWeinman Mailing Address: Phone Number: FPV< Number: E-Mail Address: 276 Fourth Ave. (619) 409-3805 (619) 691-5171 T weinman(cj)ci.chulavista. ca. us Agency: Citv of Chula Vista Agency WOlD #: 9S8010646 Sanitary Sewer System: Clt'! of Chula Ifista Title/Role: Encineerino Tech I certify that the above information is complete and correct. By signing t'1is registration form, I agree, on behalf cf myself and the Citv of Chula Ifista, to be bound by its terms. Signed: ~ ~~, c- ~ Date: ~ I Ai ~o'i" complete page 2 2. Approved by a Legally Responsible Official for the agency on file with the State Water Board // 1/2 7-121 :. David McRoberts certify ttlat I am a legally responsible officiai for Citv of Chula Vista. My signature on print name agenel this form authorizes a legally responsible official account to be created within CIWQS for the individual listed above. A legally responsible ofrlcial account will allow this individual to enter. edit, delete, and certify data associated with SSO reports for the agency. Regional Water Quality Control Board: Reoion 9 Agency WOlD #: 9SS010646 S. atu Dave ,:::-=.-:"':::.:::-- ~,/---- D-'''''1Q!~9/08 tgn re: ".:,r."t..L :::::::::::- .::-.......J~ "" _...._._ ",_. .!.. Mall completed form to (this form must bemalledbecauseanoriginaiSjg;;a~:..2;3;"~...1i;<;d to be on file): CIWQS Registration P.O. Box 671 Sacramento, CA 95612 NOTE: Please caIl the CIWQS Help Center with any questions regarding this form at (866)792-4977. 2/2 7-122 I ,'// Appendix F 7-123 13271. (a) (1) Except as provided by subdivision (b), any person who, without regard to intent or negligence, causes or permits any hazardous substance or sewage to be discharged in or on any waters of the state, or discharged or deposited where it is, or probably will be, discharged in or on any waters of the state, shall, as soon as (1) that person has knowledge of the discharge, (2) notification is Possible, and (3) notification can be provided without substantially impeding cleanup or other emergency measures, immediately notify the Office of Emergency Services of the discharge in accordance with the spill reporting provision of the state toxic disaster contingency plan adopted pursuant to Article 3.7 (commencing with Section 8574.16) of Chapter 7 of Division 1 of Title 2 of the Government Code. (2) The Office of Emergency Services shall immediately notify the appropriate regional board and the local health officer and administrator of environmental health of the d!s-:~- 0 ",-" ':'C r2;iC,l121 board shall notify the state board as 2C~~- ~L::', (3) Upon receivins: netifieat:::.: (: _ ....,::"_""'}'; f,lursuant to paragraph (2), the local heait', c;'{ice,- 2nd administrator of environmental health shall immediately determine whether notification of the public is-required to safeguard public health and safety. If so, the local health officer and administrator of environmental health shall immediately notify the public of the discharge by posting notices or other appropriate means. The notification shall describe measures to be taken by the public to protect the public health. (b) The notification required by this section shall not apply to a discharge in compliance with waste discharge requirements or other provisions of this division. (c) Any person who fails to provide the notice required by this section is guilty of a misdemeanor and shall be punished by a fine of not more than twenty thousand dollars ($20,000) or imprisonment for not more than one year, or both. Except where a discharge to the waters of this state would have occurred but for cleanup or emergency response by a public agency, this subdivision shall not apply to any discharge to land which does not result in a discharge to the waters of this state. . (d) Notification received pursuant to this section or information obtained by use of that notification shall not be used against any person providing the notification in any criminal case, except in a prosecution for perjury or giving a false statement. (e) For substances listed as hazardous wastes or hazardous material pursuant to Section 25140 of the Health and Safety Code, the state board, in consultation with the Department of Toxic Substances 7-124 Control, shall by regulation establish reportable quantities for purposes of this section. The regulations shall be based on what quantities should be reported because they may pose a risk to public health or the environment if discharged to ground or surface water. Regulations need not set reportable quantities on all listed substances at the same time. Regulations establishing reportable quantities shall not supersede waste discharge requirements or water quality objectives adopted pursuant to this division, and shall not supersede or affect in any way the list, criteria, and guidelines for the identification of hazardous wastes and extremely hazardous wastes adopted by the Department of Toxic Substances Control pursuant to Chapter 6.5 (commencing with Section 25100) of Division 20 of the Health and Safety Code. The regulations of the Environmental Protection Agency for reportable quantities of hazardous substances for purposes of the Comprehensive Environmental Response, Compensation, and Liability Act of 1980, as amended (42 USe. See. 9601 et seq.) shall be in effect for purposes of tho =_. :"emerit (IF this section until the time that the regulatr ,',-, rec' ":E;:' oy this subdivision are adopted. (f) (1) The state bOG~d shall a':;vp:-::;ulations establishing reportable quantities c;' sewage For purpcs2s of this section. The regulations shall be based on the quantiti2s that should be reported because they may pose a risk to public health or the environment if discharged to ground or surface wacer. Regulations establishing reportable quantities shall not supersede waste discharge . requirements or water quality objectives adopted pursuant to this division. For purposes of this section, "sewage" means the effluent of a municipal wastewater treatment plant or a private utility wastewater treatment plant, as those terms are defined in Section 13625, except that sewage does not include recycled water, as defined in subdivisions (c) and (d) of Section 13529.2. (2) A collection system owner or operator, as defined in paragraph (1) of subdivision (a) of Section 13193, in addition to the reporting requirements set forth in this section, shall submit a report pursuant to subdivision (c) of Section 13193. (g) Except as otherwise provided in this section and Section 8589.7 of the Government Code, a notification made pursuant to this section shan.satisfy any immediate notification requirement contained in any permit issued by a permitting agency. When notifying the Office of Emergency Services, the person shall include all of the notification information required in the permit. (h) For the purposes of this section, the reportable quantity for perchlorate shall be 10 pounds or more by discharge to the receiving waters, unless a more restrictive reporting standard for a particular 7-125 ,~-". , body of water is adopted pursuant to 5ubdivision(e). 7-126 Appendix G 7-127 DEPARTMENT OF PUBLIC WORKS Rick Hopkins Director Matt Little Ass!. Director Bob Beamon Admin. Services Mgr. Bui/ding & Park Construction Iracsema Qui/antan Ass!. Director Florence Plcadal Sr. Admh. SOClfll4yJ ~""I Transit Wastewaterl SIUlllwater Fleet Management Fiscal Services Streets EllllifofVllElllaJ Se(\Jjecs Citywide CIP Traffic Signal & Slreet lights Special Tax Disltids/ Assessments PW Support Iotraslructl.e FUlclng Custodial Services Design Project Development Survey NPDES Construction &Repair Electronic Support Service s Real Property ) .1 Annp~:l J'\.J' 1._~' . . ~;....,~. i . - d ' .,.,.. I ... ^ ;~ . 7-129 , .~>I Chapters: 13.02 13.04 13.06 13.08 13.10 13.12 13.14 Title 13 SE\VERS Purpose, Scope and Policy Definitions General Provisions Permits, Plans, Construction, Inspection and Use of Wastewater Facilities Industrial Wastewater Unlawful Discharges to the Wastewater System Fees 13-1 7-130 Chula Vista Municipal Code 13.02.030 Chapter 13.02 PURPOSE, SCOPE AND POUCY Sections: 13.02.010 Purpose. 13.02.020 Scope. 13.02.030 Liquid waste disposal policy. 13.02.010 Purpose. The pUrpose of this title is to provide for the maximum beneficial public use of the city's waste- water system or facilities through adequate regula- tion of sewer construction, sewer use and industrial y;astewater discharge; to provide for equitable dis- tribution of the city's costs; and to provide proce- dures for complying with wastewater discharge requirements placed upon the city through .inter- agency agreement or by other state or federal regu- latorybodies. (Ord. 2466 S 7.1991). 13.02.020 Scope. This title shall be interpreted in accordance with the definitions set forth herein and the provisions of this title shall apply to the direct or indirect dis- charge of all waste into the city's wastewater sys- tem: This title, among ather things, provides for the regulation of sewer construction in areas within the city's boundaries. the quantity and quality of dis- charged wastes, the degree of waste pretreatment required, the setting of waste discharge fees to pro- vide for equitable distribution of costs, the approv- al of plans for sewer. construction, the issuance of permits for industrial wastewater discharge and of other miscellaneous permits, and the establishment of penalties for violation of this title. (Ord. 2466 S 7,1991). 13.02.030 Liquid waste disposal policy. The city builds and operates and/or contracts for public sewers and wastewater facilities, collec- tively known as the city's wastewater system, which serves homes, industries and commercial establishments. The following policies apply to Wastewater discharges within the city's boundaries and to other discharges that are tributary to the city's wastewater facilities. Generally, wastewater originating within the city's boundaries will be removed by the city's wastewater system. unless the wastewater will: (1) damage Structures,. (2) create nuisances (such as odors. etc.), (3) endanger public health, (4) impose unreasonable collection. treatment or disposal costs on the city, (5) interfere with wastewater treatment processes, (6) fail to meet quality requirements set by regularory government agen- cies or interagency agreements, or (7) detrimen- tally affect the local environment. The city, in its general plan adopted in July 1989, has endorsed the concept of wastewater renovation and reuse in order to conserve water, to provide an alternate source of water supply and to reduce the overall costs of wastewater treatmem and disposal. The renovation of wastewater through secondary andlor teniary wastewater treatment processes -will necessitate the imposition of stringent quality re-. quirements on industrial wastewater discharges: To comply with the Federal Water PoUution Control Act and the Federal Clean Water Act and to permit the city to meet increasingly higher stan- dards; provisions are made in this title for the reg- ulation of industrial wastewater discharges. This title establishes quantity and quality limitations on industrial wastewater discharges.. Provisions are also made for cost recovery from industrial waSte- water dischargers where the discharges impose in- equitable collection, treatment or disposal costs on the city. The city does prefer and encourage industrial wastewater dischargers to reach beyond simple compliance with limitations set upon their dis- charges, and to incorporate recovery and reuse pro- visions into their procedures to the maximum extent feasible. Optimum use of the city's waste- water facilities may require that certain industrial wastewaters be discharged during periods of low flow in the city's wastewater system. (Ord. 2466 S 7, 1991). ----- - --.. 7-131 13-3 jX 13.04.010 Chapter 13.04 DEFIl'tTIIONS Sections: 13.04.010 Definitions. 13.04.010 Definitions. Unless otherwise defined herein, terms relating to water and wastewater shall be as adopted in the latest edition of Standard Methods for the Exami- nation of Water and Wastewater, published by the American Public Health Association, the Ameri- can Water Works Association and the Water Pollu- tion Control Federation. The meaning of other various terms as used in this title shall be as follows: A. "Agent" shall mean any person duly autho- rized by the city to perform specific work upon sewerage facilities under permit or under contract. B. "Applicant" shall mean a person, parmer- ship, entity. firm, association, corporation, or pub- lic agency applying for connection to a public sewer. approval of plans to construct or to modify wastewater facilities, or for a permit for industrial wastewater discharge. C. "Building" shall mean a Structure containing one or more fixtures and separated from any other structure. D. "Building sewer" shall mean a privately maintained sewer which extends across private property from a building to a sewer lateral, public sewer, or private sewer. E. "City manager"shall mean the city manager of the city of Chula Vista. F. "Director" shall mean the director of public works or designee. G. "Discharger" shall mean any person who discharges or causes a discharge of wastewater directl y or indirectly into the city's wastewater sys- tem or facilities. H. "Domestic wastewater" shall mean the liq- uid and waterborne wastes derived from the ordi- nary living processes in a dwelling unit, said wastes being of such character as to permit satis- factory disposal, without speciil treatment, into a public sewer. 1. "Fixture" shall mean any plumbing or waste- water outlet requiring a trap or vent. J. "Food establishment" shall mean a food establishment as defined in Health and Safety Code Section 27520, as it may be amended from time to time. K. "Grease pretreatment device" shall mean a device conforming to the Uniform Plumbing Code requirements for grease interceptors and/or grease traps approved by the director and the director of planning and building and designed to remove grease from wastewater before it enters the building sewer. L. "Industrial wastewater" shall mean all wastewater, including all wastewater from any pro- ducing, manufacturing, processing, institutional, commercial, service, agricultural, or other opera- tion, including food establishments, which are required to be controlled by federal, state of Cali- fornia or local regulations or which interfere v,'ith the operation and maintenance of the wastewater system or facilities. These exclude domestic waste- water, but may also include wastes of human origin similar to domestic wastewater. M. "Mass emission rate" shall mean the weight of a specific material discharged to the public sewer during a given time interval. N. "Parcel" shall mean a piece of land as described or shown upon current records of the county recorder of San Diego County. O. "Persori" shall mean any individual, partner- ship, entity, firm, association. corporation or public agency including the state of California and the United States of America. P. "Public sewer" shall mean a sewer owned and operated by the city which is tributary to treat- ment or reclamation facilities operated or utilized by the city of Chula Vista. Q. "Private sewer" shall mean a privately"main- tained sewer constructed from its connection with a publi"c sewer across public and/or private prop- erty to provide sewer service to rwo or more indi- vidual parcels of record, and for which a written agreement pursuant to CYMC 13.08,090 has been filed with the director. R "Sewage" shall have the same meaning as "wastewater. " S. "Sewer connection" shall mean the physical facilities invol ved and/or the act of construction of a viable juncture between a building sewer or pri- vate sewer, and sewer lateral or the public sewer system. T. "Sewer lateral" shall mean a four-inch or six- inch 9.iameter, privately maintained sewer con- structed from its connection with a public sewer across public property to the boundary of such pub- lic property so as to provide sewer service to build- ings or structures situated upon an individual parcel of record. 13-4 7-132 -Ic.j " / Chula Vista Municipal Code . 13.06.030 U. "Sewer service" shall mean me service and benefits derived through utilization of the public sewer svstem. V. "Standard methods~ shall mean procedures described in the current edition of Standard Meth- ods for the Examination of Water and Wastewater, as published by the American Public Health Asso- ciation, the American Water Works Association and the Wacer Pollution Concrol Federation. W. "Suspended solids" shall mean any insolu- ble matertal Contained as a component of wastewa- ter and capable of separation from the liquid portion of said wastewater by laboratory filtration as detennined by the appropriate Lo;ting procedure and standard methods. X. "Treatment facilities" shall mean faci:;::~< owned or utilized by the city in the treatment or wastewater or for the recl.:'..c- . 'G of wastewater. Y. "Waste" shall mean "-.j ;)I!;: ?.11 Waste <"l-. stances, liquid, solid, gaseous, or radioacti; e, asso- ciated with human habitation, or' of human or animal origin, or from any producing, manufactur- ing, processing, institutional, commercial, service, agricultural, food preparation or other operation. Z. "Wastewater" shall mean waste and water, whether treated or untreated, discharged directly or indirectly into, or permitted to enter, a public sewer. "Wastewater" includes both domestic and industrial wastewater. AA. "Wastewater constituents and characteris- tics" shall m<;an the individual chemical, physical, bacteriological or radiological parameters, includ- ing volume, flow rare and such other parameters that define, classify or measure the quality and quantity of Wastewater. BE. "Wastewater system or facilities" shall mean any and all public facilities used by the city for collecting, <:onveying, pumping, treating, dis- posing and reclaiming wastewater. (Ord. 2790, 1999; Ord. 2466 g 7,1991). Chapter 13.06 GENERAL PROVISIONS Sections: 13.06.010 13.06.020 13.06.030 13.06.040 13.06.050 13.06.060 Administration. Time limits. Inspection and sampling - General. RtXording of receipt of moneys. Estimated quantities and values. Interference with city's wastewater system or facilities. Falsifying information. Discharge as a public nuisance. Costs of damage or cleanup. Administrative enforcement. Administrative notice, hearing and appeal procedures. .;:.~:2{ -:i 1.1 e~furcement l3.06.070 13.06.080 13.06.090 13.06.100 ~3.06.110 U.u...;.~. 13.06.010 Adm.iDjs~r3tion. . The dirtXtor of public works ("director") shall administer, implement and enforce the provisions of this title. Any powers granted to or duties imposed upon the director may be delegated by the director to persons in the employ of the city, or pur- suant to contract. The director shall make and enforce regulations necessary to the administration of this title and may recommend that the council amend such regula- tions from time to time as conditions require. These regulations shall be consistent with the general pol- icy established herein by the city council and shall be subject to prior review and approval by the city council. COrd.. 2466 ~ 7,1991). 13.06.020 Time limits. Any time limit provided in any written notice or in any provision of this title may be extended only by a written directive of the director. (OreL 2466 g 7, 1991). 13.06.030 Inspection and sampling - General A. The .director may cause inspection and sam- pling of every facility involved directly or indi- rectly with the discharge of wastewater to the city's wastewater system as deemed necessary. These facilities shall include, but not be limited to, sewer laterals, sewer connections, private sewers, public sewers, wastewater pumping stations, pollution control plants, all industrial processes, food estab- lishment facilities or other facilities which may dis- charge grease and oil at levels which cause block- ages to the sewer, industrial wastewater generation 7-133 13-5 lJ.06.040 facilities, conveyance and pretreatment facilities, and all similar wastewater facilities. InSpectiOIlS may be made to determine that such facilities are constructed, maintained and operated properly and are adequate to meet the provisions of this chapter. B. Owners, Users and operators of all facilities directly or indirectly connected to the city's waste- water system, whether under COIlStruction or com- pleted, shall give access to authorized personnel or representatives of the city at all reasonable times. including those occasioned by emergency condi- tions. Any permanent or temporary obstruction to easy access to the wastewater facility to be inspected shall promptly be removed by the facility owner, user or operator at the written or -verbal request of the director and shall not be replaced. No person shall interfere with, delay, resist or refuse entrance to an authorized city inspector attempting to inspect any wastewater generation, conveyance or treatment facility connected directly or indirectly to the city's wastewater system, and the provisions of Chapter 1.16 CYMC shall not apply. C. The city, through its representatives or in- spectors, shall have the right to inspect and copy pertinent records relating to a permittee's wastewa- ter discharge or pretreatment operations including inventories, chemical usage, materials, sources, hazardous materials manifests and disposal records, treatment and operations log books, and materials invoices. D. The director shall provide adequate identifi- cation for all inspectors and other authorized per- sonnel, and those persons shall identify themsel yes when entering any property for inspection pur- poses or when inspecting the work of any contrac- tor. (Ord 2466 2 7, 1991). 13.06.040 Recording of receipt of moneys. The director shall keep a permanent and accu- rate account of all fees, costs, charges, and civil penalties received under this title, giving the names and addresses of the persons on whose account such moneys were paid, the date and amount thereof, and the purpose for which paid. (Ord. 2466 2 7, 1991). 13.06.050 Estimated quantities .and values. Unless otherwise provided herein, whenever the fees and charges required by this title are based on estimated values or estimated quantities, the direc- tor shall make such detenninations in accordance with established estimating practices. (Ord. 2466 !l7,1991). 13.06.060 Interference witb city's wastewater system or facilities. It is unlawful for any person to willfully enter, brealc, destroy, uncover, open, restrict flow, bury, deface or tamper with any sewer or any structure, equipment or appurtenance which is part of the city's wastewater system or facilities. (Ord. 2466 g-7, 1991). 13.06.070 Falsif,}ing information. It is unlawful for any person to knowingly make any false statement, representation, record, repon, plan or other document filed with the director or to falsify, tamper with or knowingly render inaccu- fate any monitoring device or method required u;:.:ier this title. (Ord. 2466 ~ 7, 1(91). 13.06.080 Discharge as a public nuisance. Discharge of wastewater in any manner in viola- tion of this title, or k"1 violation of any order issued by the director as authorized by this title, is hereby declared unlawful and a PQblic nuisance and shall be corrected or abated as directed by the director. (Orei, 2466 ~ 7. 1991). 13.06.090 Costs of damage or cleanup. Any person who ~iolates any of the provisions of this title or who otherwise causes a deposit, ob- struction, damage or any other impainnent to the city's wastewater system or facilities is liable to the city for all damages, losses-or expenses of cleanup or repair occasioned the city by reason of such vi- olation or discharge. Additionally, this title is in- tended to create a private cause of action in any pe.rson suffering damages, losses or expenses as a result of such violation. (Ord. 24-66 S 7, 1991). 13.06.100 Administrative enforcement. A. Termination of Service. When deemed nec- essary for the preservation of public health or safety or for the protection of public or private property, the director may notify any person or per- sons using the wastewater system in a manner or way to endanger the public health or safety, or pub- lic or private propeny, in writing, of intention to suspend sewer service. In case of emergency, the director may act immediately to suspend sewer ser- vice without notice or warning to said person or persons. In suspending service, the director may sever all pertinent connections to the public sewer. If service is so suspended, the director shall keep an account of the cost of suspension and remedy of the emergency situation, and bill the property owner and/or other person responsible therefor. 13-6 --,- "-- - - - "---.. 7-134 ChuIa Vista Municipal Code The director shall give Che affected person(s) notice of and oPPOrtunity for hearing on Che need for and Che COSt 'of emergency action as Soon as practicable after raking such action. B. Revocation of Permil The director may revoke any indUstrial wastewater discharge permit and terminate it if a violation of any provision of this title is found to exist or if a discharge of Waste- Water causes or threatens to cause a condition of contamination, pollution or nuis.mce. Such reVOca_ tion shall he carried out pursuant to CVMC 13.06.110. This Provision is cumulative of ocher statutes or rules aUthorizing tennination of service for delinquency in payment and other civil, crimi- nal or administrative enforcement actions provided for in this title. C. Civil Penalties. Any person who violates any provision of Chis title or permit Condition or who diSCharges wastewater which adversely affects the wastewater system or facilities, or who violates any cease and desist order or prohibition isSued by the director, or national pretreatment standard sha] be liable civilly for a penalty not to exceed $1,000 for each day in which such violation occurs; not to exceed $100,000 in total. Imposition of SUch civil penalties shall be pursuant to the prOCedures set forth in CYMe 13.06.110. , D. Recalculation of Sewer Service Charges. 1. When the director determines thac the per- mittee is diSCharging a flow rate or a quantity of flow, chemical oxygen demand, SUspended solids of other constituent in excess of that authorized by the pennit or in excess of the quantities repOrted to the director by the permittee, the director shall re- calculate the seWer service charge. The director may further institute proceedings to revoke the per- mit, or upon application, may issue an amended permit. 2. The data obtained in samplings, or any other relevant infonnation obtained by the director or presented by the permittee, shall be used by the director as the quantity parameters used to deter- mined a correct sewer service charge. When the director makes a determination pursuant to subsec_ tion (D)(I) of this section, in the absence of other evidence, the director shall presume thac the per- mittee/discharger was discharging at the deter- ' mined parameter values Over the preceding three years or since the director's previous veriiication of quantity parameters, whichever period is shoner. The permittee shall be assessed for all delin- qUem sewer service charges together with penalty and interest. Before these charges shall be assessed, at least two additional 24-hour samples 13.06. and flow measurements shall be obtained bv director, with all costs of sampling and analy;es be paid by the permi rtee. Imposition of said del quent charges, penalties and interest shall be purs ant to the procedures set forth in CYNIC 13.06.11 - (Ord. 2466 ii 7, 1991). 13.06.110 Adminisn-ative notice, hearing anc appeal procedures. A. Unless Otherwise Provided herein, an" notice required to be given by the director unde' this title shall be in ....'riting and served in person OJ by registered 'or certified mail. If served by mail, the notice shall be sent to the last address known to the director. Where the address is unknown, service may be made upon the OWner of record of the property inVolved. SUch notice shall be deemed to have been given at the time of deposit, postage prepaid, in a facility regularly serviced by the United States Poscal Service whether or not the registered or cer- tified mail is accepted. B. Except for emergency Suspension of seWer service (as provided in CYMC 13.06. I OO(A)), when the director determines that a violation of one or more provisions of this title exiscs or has OCcurred, any violator(s) or property owner(s) of record may be served by thedireccor with a wrircen notice and order. The notice and order shall state the municipal code section violated, descnbe how violated, the location and daJ:e(s) of the viola- tion(s), and describe the corrective action required. The notice and order sha] require immediate cor- rective action by the violator(s) or property owner(s) and explain which methodes) of adminis- trative enforcement is being utilized by the direc- tor: suspension of sewer service, revocation of permit, civil penalties, and/or recalculation of seWer service charges. The notice and order sha] also explain the consequences of failure to comply, including that civil penalties begin to immediately accrue if compliance is uot achieved within 10 days from the date the notice and order is issued. The notice and order shall identify all hearing rights. The director may propose any enforcement action reasonably necessary to abate the violation. C. If the violation(s) is nor corrected within 10 days from the date the notice and order is iSSued, the director shall request the city manager to appoint a hearing officer and fIx a date, time, and place for hearing. The director shall give written notice thereof to the violator(s) or owner(s) of record, at least lO days prior to the date for hearing. ----. -.. /-135 13-7 g" /~' 13.06.120 1. The hearing officer shall consider any 'wrinen or oral evidence presented to detennine whether the violation(s) exists; service should be terminated; the permit should be revoked, sus- pended, or modified; civil penalties should be imposed; and/or sewer service charges should be imposed, Consistent with rules and procedures for the conduct of hearings and rendering of decisions established and promulgated by the city manager. 2. In determining whether action regarding a permit should be taken, or the amount of a civil penalty to be imposed, the hearing officer may con- sider any of the following factors: a. Duration of the violation(s); b. Frequency or recurrence; c. Seriousness; d, History; e. Violator's conduct after issuance of the nocice and order; f. Good faith effort to comply; g. Economic impact of the penalty on the violator(s); h. Impact of the violation on the commu- nity; i. Any other factor which justice may require. 3. If the violator(s) or owner(s) of record fails to attend the hearing, it shall constitute a waiver of the right to a hearing and adjudication of all or any portion of the notice and order. 4. The hearing officer shall render a written decision within 10 days of the close of the hearing, induding findings of fact and conclusions of law, identifying the time frame involved and the factors considered in assessing civil penalties, if any, or recalculation of sewer service charges, as appropri- ate. The decision shall be effective immediately, unless otherv.,ise stated in the decision. The hearing officer shall cause the decision to be served on the director and all partici pating violators or owners of record. 5. If the persons assessed recalculated sewer service charges or civil penalties failto pay them wi thin the time specified in the hearing officer's decision, the unpaid amount constitutes either a personal obligation of the person assessed or a lien upon the real property on which the violation occurred, in the dis=tion of the director. If the vio- lation(s) is DOt corrected as directed, the recalcula- tion/civil penalty continues to accrue on a daily basis. Civil penalties may not exceed $100,000 in the aggregate. When the violation is subsequently corrected, the director shall notify the violator(s) and/or Owner(s) of record of the outstanding recil- cuJated sewer service charges and/or civil penal- ties, and provide an opportunity for hearing if the amount(s) is disputed within 10 days from such notice. 6. The director shall take all. appropriate legal steps to collect these obligations, including referral to the city attorney for commencement of a civil action to recover said funds. If collected as a lien, the director shall cause a notice of lien to be filed with the COUnty recorder. and inform the county auditor and county recorder of the amount of the obligation, a description of the real property upon which the lieu is to be reCovered, and the name of the agency to which the obligation is to be paid. Upon payment in full, the director shall file a release of lien with the county recorder. (Ord. 2466 ~ 7,1991). 13.06.120 Judicial enforcement. A. Criminal Penalties. Notwithstanding CYMC 1.20.010, any person who violates any provision of this title or permit condition or who discharges wastewater which adversely affects the wastewater system or facilities or who violates any cease and desist order. prohibition or national pretreatment standard shall be punished, upon conviction, by a fine of not to exceed $10,000 for each day in which such violation occurs, or by imprisonment in the county jail for not more than one year, or both. B. Injunction/Abatement of Public Nuisance. Whenever a discharge of wastewater is in violation of the provisions of chis title or otherwise causes Or threatens to cause a condition of contamination, pollution or nuisance, the director may also cause the city to seek a petition to the superior court for the issuance of a preliminary or permanent injunc- tion or both, or an action to abate a public nuisance, as may be appropriate in restraining the continuo ances of such discharge. C. Other Civil Action. Whenever a notice and order or hearing officer's decision is not complied with, the city attorney may, at the request of the director, initiate any appropriate civil action in a COUrt of competent jurisdiction. to enforce such notice and order or decision, including the recovery of any unpaid sewer service charges or civil penal- ties provided for therein. (Ord, 2466 S 7,1991). 13-8 -.."- _.. --..-- 7-136 y."J... u~ Chula Vista Municipal Code 13.0~.040 Chapter 13.OS PERl\HTS, PLANS, CONSTRUCTION, INSPECTION AND USE OF WASTEWA TER FACILITIES Sections: 13.08.010 Dira...ctor - Duties. 13.08.020 Connections to public sewers- Wastewater facility construction _ Plans and permits - Required. 13.08.030 Conformity of plans for wastewater facilities to city standards. 13.08.040 Inspection, backfilling and testing of wastewater facilities. 13.08.050 Sewer service required. 13.08.060 Sewer connections and sewer laterals - Work to be done by city. 13.08.070 Limitations on point of discharge. 13.08.080 Location of sewer connection- ALlthOrity of director to designate. 13.08.090 Separate sewer lateral required and allowable deviations. 13.08.100 Reuse of old sewer laterals. 13.08.110 Occupancy of premises with unapproved sewer lateral. 13.08.010 Director - Duties. The director shall issue pennits, review plans, and inspect and make permanent record of: A. All wastewater facility constructi on, repairs, sewer connections and diSconnections within pub- lic rights-of,way. B. All industrial wastewater pretreatment facil- ity construction and repairs upon private property. (Ord. 2466 9 7, 1991). 13.08.020 Connections to public sewers _ Wastewater facility construction_ Plans and permits - Required. A. No person, other than employees of the city, shall construct, connect or disconnect any public or private wastewater facilities within the public rights-of-way without first obtaining approval of plans and a permit from the director, unless such work is performed under written contract or agree- ment with the city. A permit shall not be assignable or transferable and shall become void after 60 days if work for which the permit is issued has not com- menced. B. Application for permit must be made in writ- ing to the director by the owner of the property to be sewered, or authorized agent. The application shall be of such form and content as required and provided by the director. C. The appli=t shall submit to the city for ap- proval construcUl:ln plans and such specifications and other details as required to describe fully the proposed wastewater facility. The plans shall have been prepared under the supervision of, and shall be signed by, an engineer of suitable training regis- tered in the state of California. (Ord. 2466 !l 7, 1991). 13.08.030 Conformity of plans for wastewater facilities to city standards. Construction plans, specifications and details as necessary to fully describe a proposed wastewater facility or wastewater facility modification shall be in full conformity with the following documents as adopted, and amended from time to time, by the Chula Vista city council: A. "Standard Specifications for Public Works Construction," published by BNJ Books; B. "Design Standards - 1990 - Construction Standards," by Chula Vista department of public. works; C. "City of Chula Vista Subdivision Manual"; D. "San Diego Area Regional Standard Draw- ings," by San Diego COUDty department of public works. Copies of ail such documents shall be available at the office of the director. (Ord. 2466 g 7, 1991). 13.08.040 Inspection, backfilling and testing of wastewater facilities. A. All construction or modification of waste- water facilities, whether under permit, agreement with the city, or city contIaet, shall be inspected by city forces during construction so as to assure full compliance with approved plans, specifications and details, in addition to adopted city standards as referenced in CYMC 13.08.030. B. No person other than duly authorized employees of the city shall backfill any trench or excavation made for the purpose of constructing a wastewater facility until the pipe or Structure therein shall have been inspected by the director and written approval has been given in such fonn as may be determined by the director. The entire length of pipe shall be fully exposed for inspection. At least 24-hour notice shall be provided in advance of such sewer inspection. C. The director may employ such tests as deemed necessary in testing sewers and other wastewater facilities. The contractor shall furnish ----- --..... 7-137 13-9 >;"(! . 13.08.050 all tools, labor and assistance necessary for such tests. (Ord. 2400 ~ 7, 1991). 13.08.050 Sewer service required. All buildings which contain any plumbing fu- tures and for which. in the opinion of the director, service via the public sewer system is reasonably feasible must be connected to the public sewer sys- tem. (Ord. 2466 g 7, 1991). 13.08.()@ Sewer connections and sewer laterals - Work to he done by city. All sewer connections and all sewer lateral installations within public rights-of-way shall be done by the city or: its authorized agents. (Ord. 2466 g 7,1991). 13.08.070 Limitations on point oC discharge. No person shall discharge any substance(s) directly into a manhole or other opening in a public sewer other than through an approved sewer con- nection. (Ord. 2400 g 7, 1991). 13.08.080 Location of sewer cGJ:n~tio!l _ Authority of director to designate. The director shall have the authority to desig- nate the public sewer to which any building shall be connected. considering all engineering factors and all outstanding frnancial obligations, and the owner of any building may be required to install pumps or ejectors to discharge part of or all sewage into the public sewer designated by the director. (Ord. 2466 g 7,1991). 13.08.G90 Separate sewer lateral required and allowable deviations. Every building or parcel in need of sewer service shall be served by a separate and individual sewer lateral. Deviations from this requirement may be granted by the director after plans have been sub- mitted to and approved by the building and housing department and the public works department, engi- neering division, and it has been determined that the deviation wilJ provide a practical sewage dis- posal system and will not impose a financial burden upon the city or relieve the property owner(s) from any financial obligation in connection with the cost of the public sewer or other sewerage facilities designed to provide sewer service to the subject building(s) orparcel(s). The director may authorize use of the same sewer lateral in any of the fonowing circumstanc.::s of deviation: A. w'here more than one building is situated upon the same parcel, all of which are owned by the same person, and said parcel may not legally be split or subdivided, or said owner agrees in a writ- ten instrument suitable for recordation that all of said parcel will be held under the same ownership as long as independent sewer laterals are not pro- vided; B. Where public school districts, govemmental agencies or large commercial or industrial installa- tions are involved; C. %ere two or more parcels are involved; provided, that a written agreement concerning use of the lateral and requiring private responsibility for the future costs of maintenance and repair of the lateral has been tiled with the director, full v exe- cuted and in a form suitable for recordation." (Or~ 2466 S 7,1991). 13.08.100 Reuse of old sewer laterals. No new building or other S'T"';:C:::= shall be pro- vided sewer service vi: .. l:'~vi'cusly used sewer b>~:~,l within pub):' n:;':::.>-oi-way unless such -"",-' ..",-< "-' ;;as [=.":1 inspected and approved in w jLillg D Y ille director. (Ord. 2466 ~ 7, 1991). 13.08.113 O;::=pancy of premises with unapproved sewer lateral It is unlaviful for any person to use or occupy any building until the sewer lateral and building sewer serving such building has been inspected and approved by the director and the building official, or their duly authorized representatives, and a cer- tificate of occupancy or final inspection approval has been issued. (Ord. 2790,1999; Ord. 2466 g 7, 1991). 13-10 7-138 y~/. Chula Vista Municipal Code 13.10.030 Chapter 13.10 INDUSTRUL WASTEWATER Sections: J 3.10.010 Industrial wastewater discharge_ Permit required. 13.10.020 Permit application. 13.10.030 Industrial wastewater discharge permits - Issuance standards. 13.10.040 Industrial wastewater discharge permits - Approval- Contents _ Display. 13.10.050 - Duration of industrial wastewater discharge permits. 13.10.060 . Amended permits _ Fee. l3.1O.070 Transfer of an industrial wastewater discharge permit or changed use. 13.10.080 Revocation of industrial wastewater discharge permit. 13.10.090 Mass discharge limits. 13.10.100 Pennit conditions, supplemental reports. 13.10.110 Supplemental sampling and monitoriLlg requirements. 13.10.120 Industrial wastewater discharge permit compliance costs. 13.10.130 Pretreatment _ General. 13.10.140 Pretreatment -Industrial wastewater facilities - Approval of plans and issuance of pennits. 13.10.150 Pretreatment - Grease _ Food establishments. 13.10.160 Maintenance reports _ Food establishments. 13.1 0.170 Protection from accidental discharge. 13.1 0.180 Limitations on the Use of garbage grinders. 13.10.190 Facilities. 13.10.200 Records retention. 13.10.010 Industrial wastewater discharge- Permit required. No person shall discharge industrial wastewater into the wastewater system or facilities without a permit ("permit for industrial wastewater dis- charge") iSSued therefor by the director. COrd. 24&i ~ 7, 1991). 13.10.020 Permit application. A. Persons seeking an industrial wastewater discharge permit shall complete and file with the director an application in c,'1e form prescribed by the director and accompanied by the applicable fees, as set forth in the master fee schedule as modified from time to time by resolution of the city council. The technical data submitted shall be projected or actual, dependent Upon applicable circumstances. The applicant may be required to submit, in units and terms appropriate for evaluation, the following information: 1. Name, address and standard industrial classification number of applicant; 2. Volume of wastewater to be discharged; 3. Wastewater constituents and characteris_ tics including, but not necessarily limited to, those mentioned in CVMe 13.12.010, entitled "Prohib- ited discharges," all as determined by a laboratory approved by the city; 4. Time and duration of discharge; 5. Average and 3D-minute peak wastewater flow rates, including daily, monthly and seasonal variation, if any; 6. Description of activities, facilities and plant processes on the premises including all mate- rials which are or could be discharged; 7. Plans or di~orams depicting location of on-site sewer lines, pumping stations, and any rec- lamation or pretreatment facilities; 8. Time offood preparation operations (only required for food establishments); 9. Description of food preparation, type, cumber of meals served, cleanup procedures, din- ing room capacity, number of employees and num- ber of fixtUres (only required for food establish- ments); 10. Any other information as may be deemed by the director to be necessary to evaluate the per- mit application. B. The director will review the data furnished by the applicant and may require submission of additional information, and may require approval by other concerned city departments. After review and acceptance of the data furnished. an on-site inspection of the site and/or the industrial wastewa- ter diSCharge system or other systems or processes relating to the industrial wastewater discharge may be required. (Ord. 2466 & 7, 1991). 13.10.030 Industrial wastewater discharge permits - Issuance standartk An industrial wastewater discharge permit shall be issued only if the director concludes from the information provided in the application, any addi- tional required information. and/or site inspection that the permitted discharge will not: A. Be in violation ofCVMC 13.12.010; B. Damage the wastewater system or facilities; - --~-- 7 139 13-11 Y"b 13.10.040 c. Impose unreasonable collection, treatment or disposal costs on the city; D. Interfere with Wastewater treatment or recla- mation processes; E. Be in violation of the Federal Water Pollu- tion Control Act, the Federal Clean Water Act and California regulatory agencies requirements; F. Be in violation of the requirements of appli- cable interagency agreements to which the city is signatory; G. Detrimentally affect the local environment. (Ord. 2466 S 7, 1991). 13.10.040 Industrial wastewater discharge permits - Approval- Contents _ Display. A. The director shall approve issuance of an industrial wastewater discharge pennit when the application therefor is in full conformity with CYMC 13.10.020 and 13.10.030. B. The director may conditionally approve the permit. The industrial wastewater discharge permit may include quantity or quality restrictions, sub- mission of periodic reports, pretreatment of indus- trial wastewaters before discharge, restriction of peak flow discharges, discharge of certain waste- waters only to specified sewers of the city, reloca- tion of point of discharge, prohibition of discharge of certain wastewater components, installation of monitoring and/or metering facilities, restriction of discharge to certain hourS of the day, payment of additional charges to defray increased costs of the city created by the wastewater discharge, repay- ment of costs incurred by the city (relative to com- pliance tests, violations of the terms of the pennit, nonroutine inspections and administrative activi- ties), and such other conditions as may be required to effecmate the purpose of this title. C. The industrial wastewater discharge permit shall specify what discharges are permitted, any . conditions imposed, and that it is issued subject to all provisions of this title and all other regulations, user charges and fees established from time to time by ordinance or resolution of the city council, as well as reimbursement of enforcement costs incurred by the city. D. The permittee shall promptly post and con- tinuously display the permit, or accurate and com- plete copies thereof, at such bulletin board or other prominent place or places as to assure its availabil- ity to persons associated with the industrial waste- water discharge system 'or other systems or pro- cesses relating to the permitted industrial wastewa- terdischarge. (Ord. 2466 S 7,1991). 13.10.050 Duration ofindustriaJ wastewater discharge permits. A. Permits shall be issued for a specified time period, not to exceed five years. A pe11Ilit may be issued for a period less than a year or may be stated to expire on a specific date. B. Multiyear permits for all years other than the first year shcll be subject to submission of a renewal request and payment of an annual pennit fee 30 days prior to the annual anniversary date of penn it issuance. Single-year and the last year of multiyear permits expire on the date specified and therefore require submission of a new application for an industrial wastewater discharge permit and payment of the appropriate permit fee at least 30 days prior to the permit expiration date if the per- mit holder desires to continue operations. C. Any permit for which appropriate applica- tion or renewal forms and annual permit fees (for multiyear permits) have not been received by the expiration or anni versary date, as appropriate, shall be considered expired or abandoned, and the direc- tor shall take appropriate enforcement action. (Ord. 2466 S 7,1991). 13.10.060 Amended permits _ Fee. In addition to amended permits issued Upon application of the permit holder, any industrial wastewater discharge permit shall be subject to. amendment by the director at any time during the life of the permit for any of the following reasons: A. Existence of flows, concentrations or facili- ties not in conformance with the permit. B. Changes in state or federal regulations. C. Imposition of mass discharge limits. D. Modiiications to the list of prohibited dis- charges as shown in CYMC 13.12.010. The director shall issue an amended permit with Such conditions as appropriate. No fee shall be charged for issuance of an amended permit pursu- ant to subsections (B), (C) and (0) of this section. The fee for an amended permit initiated by a per- mittee, or by the director, necessitated by condi- tions descn"bed in subsection (A) of this section, shall be in the amount set forth in the master fee schedule and paid by the holder of the permit. Any changes or new conditions in a permit shall include a specified reasonable time schedule for compli- ance. (Ord. 2466 S 7, 1991). 13-12 "-'.- -- -- 7-140 S? Chula Vista Municipal Code 13.10.110 13.10.070 Transfer of an industrial wastewater discharge permit or changed use. Each industrial wastewater discharge permit shall be issued to a specific permittee for a specific location, specific use and specific operation. Any sale, lease. transfer or assignment of the premises at operation far which the permit was issued shall require notice to the city and city approval, which shall not be unreasonably withheld. If the current operator or, upon sale, lease, transfer or assign- ment, the new operator changes any condition of operation, an amended permit shall first be applied for and obtained. (Ord. 246697,1991). 13.10.080 Revocation of industrial wastewater discharge permit. A. The director may revoke the permit of e.;:j' pemtittee wbo is found to be in violation of l'cI3 chapter, or any applicable local, state or feder' ;;;c;;. or regulation, or who: I. Fails to factually report the wastewater constituents and characteristics of its discharge; 2. Fails to repon significant changes in oper- ations or wastewater constituents and characteris- tics; 3. Refuses reasonable access to the permit- tee's premises for the purpose of inspection or monitoring; 4. Fails to pay, for other than the tIrst year of a multiyear permit, appropriate charges, fees and reimbursements within 30 days prior to the annual anniversary date of permit issuance; 5. Fails to pay compliance costs within 30 days following billing; 6. Causes or threatens to cause a condition of contamination, pollution, or nuisance; 7. Fails to install grease pretreaJ:ment devices as required by the permit (regarding food establish- ments); 8. Fails to fulfLll reporting requirements or pretreatment maintenance as required by the per- mit (regarding food establishments); 9. Violates any condition of the permit; or 10. Transmits false information relative to its operations or discharge. B. The director shall give the permittee written notice of intention to revoke the permit in accor- dance with the procedure set forth in CYMC 13.06.110. (Ord. 2466 & 7,1991). 13.10.090 Mass discharge limits. The director shall have the right to impose mass discharge limits in lieu of, or in conjunction with, concentration discharge limits. Any such modifica- tions shall be in writing and shall be incorporated into amend<?d industrial wastewater discharge per- mits. (Ord. 2466 1i 7, 1991). 13.10.100 Permit conditions, supplemental reports. The director may at any time, with reasonable notice, require submission of data anellor informa- tion in addition to that required in the permit appli- cation or upon the permit. Such supplemental report may include, but not be limited to, changes . in nature of process, volume, hoUrly rates of flow, mass emission rate, production quantities, hours of operation or other information which relates to the generation of waste, including specified constitu- ent, qnd characteri ~::.;... of-'., ~ ~.V:1"'::;;:CWatO:;L' dis- charg::. ';u';':;-l re~)c~ :nay aLso iJ-::.;l!:dc the chemical constinJei",:' ,..;i quantity of liquid or gaseous materi;;Js sk'r,d on site, even though they may not nonnally be discharged. (Ord. 2466 97, 1991). 13.10.110 Supplemental sampling and monitoring requirements. A. The director may at any time, with reason- able notice, require permittees to provide results of periodic measurements of its discharge which in- clude chemical analyses anellor flow. The director may require a sampling and/or a monitoring facility to be furnished and operated at permittee's ex. pense. B. All permittees required to provide a monitor. ing facility shall furnish and install at an appropri- ate location a calibrated flume, weir, flow meter or similar device approved by the director suitable to measure flow rate and total volume. In lieu of wastewater flow measurement and when deemed appropriate, the director may accept records of periodic water meter readings and adjust the flow volume by suitable factors to determine peak and average flow rates for the specific industrial waste- water discharge. C. The sampling andior monitoring facility should normally be situated on the permiuee's pre- mises, but the director may, when such a location would be impractical or cause undue hardship on the user, by encroachment permit separately ap- plied for, allow the facility to be constructed in the public street or sidewalk area and located so that it will not be obstructed by l<Uldscaping or parked ve- hicles. D. Whether constructed on public or private property, the sampling and monitoring facilities shall be provided in accordance with the director's 13-13 -..--- -_. 7 141 Xc; 13.10.120 requirements and shall be completed within 90 days following written notification by the director, unless a time extension is granted by the director. E. Those permittees required by the director to make periodic measurements of industrial waste- water flows and constituents shall annually make the number of such periodic measurements as required in the permit. F. When required by the director, permittees shall install and maintain in proper order automatic flow-proportional sampling equipment andior automatic analysis and recording equipment. G. Permittees shall allow the city or its repre- sentatives ready access at all reasonable times to all parts of the premises for purposes of sampling or in the performance of any of their duties. The director shall have the right to set up on the permittee's propeny such devices as are necessary to conduct sampling or metering operations. Vlhere a perm~t, tee has security measures in force, the permittee shall make the necessary arrangements 'With their security guards so that, upon presentation of suit- able identification, personnel of the city shall be permitted to enter without delay. H. AU sampling, analysis and flow measure- ment procedures, equipment, results and records shall be subject at any time to inspection by the director. (Ord. 2466 9 7, 1991). 13.10.120 Industrial wastewater discharge permit compliance costs. A. Persons discharging industrial wastewater to a public sewer without a permit for industrial Wastewater discharge and persons whose discharge is not in conformity with the conditions of such a permit shall pay for all actual costs incurred by the city in order to bring them into compliance with this chapter and/or conditions of the permit. Payment of compliance costs, if required, is in addition to the annual industrial' wastewater dis- charge permit fee. Compliance costs shall be paid within 30 days following billing. Nonpayment of total charges within the specified period will con- sri tute grounds for revocation of a permit and ter- mination of sewer service in accordance with CYMe 13.06.100 and 13.10.080. B. Costs will include, but not be limited to, those for the following; 1. Site inspectionlinvestigation; 2. Monitoring and sampling; 3. L:J.boratory analyses; 4. Hearings and other compliance meetings; 5. Equipment and transportation; 6. Management and overhead; 7. Issuance of notices of violations and other pertinent correspondence. (Ord. 2466 !i 7, 1991). 13.10.1.30 Pretreatment - General. A. Permittees shall make wastewater accept- able under the limitations established herein before discharging to any public sewer. Any facilities re- quired to pretreat wastewater to a level acceptable to the director shall be provided and maintained at the pe=ittee's sole expense. Detailed plans, com- pliance schedules and operating procedures shall be submitted to the director for review and shall be ap- proved by the director before construction of the fa- cility. The review of such plans and operating pro- cedures will in no way relieve l':e p~rm:ct~e ft.;)!;) the responsibility of modif:;'iilg ,,"; ::~;:':';;;f as cec- essary to prQ(ju,::. ;;.;:; et'fI::;::m acceptabi~ under the :: ::;, ;.ic"~ oL~,~,; title and the industrial wastewater '.:,:';;::..:ge ;;e:mit. Any subsequent changes in the f.':';;u ~l.a1ent facilities or method of operation shall be reported to and be approved by the director. No permittee shall increase the use of process water or, in any way, attempt to dilute a discharge (except as allowed by federal pretreatment standards) as a par: tial or complete substitute for adequate treatment to achieve compliance with any local, state or federal discharge standard. B. The director shall have the authority, in negotiation with, any industrial permittee, to impose compliance schedules relating to installa- tion of specific pretreatment equipment, filing of reports and achievement of specific discharge con- ditions including target parameter concentrations. C. Pretreated wastewater shall conform to cate- gorical pretreatment standards promulgated by the U.S. Environmental Protection Agency (EPA) UTI-, der the authority of the Clean Water Act, Sections 307(b) and (c). (Ord. 2466 9 7, 1991). 13.10.140 Pretreatment - Industrial wastewater facilities - Approval of plans and issuance of permits. A. The applicant shall submit to the director and to the director of building and housing for approval such construction plans and specifica- tions and other details as required to fully describe the proposed industrial wastewater pretreatment facility. The plans shall have been prepared under the supervision of, and shall be signed by, an engi- neer of suitable training registered in the state of California. B. The director will approve plans for industrial wastewater facilities coastruction and issue a per- mit for industrial wastewater diSCharge or any other 13-14 7-142 !P'c 1\ I Chu1a Vista Municipal Code permit under this code only ifit appears to the direc- tor that the proposed industrial wastewater faci.Jities and the industrial wastewater discharge conform to the requirements of this title. The director of build- ing and housing will approve plans for industrial wastewater facill ties construction and issue a build- ing or any other permit under this code only if it appears to the director of building and housing that the proposed construction conforms to the appro- priate construction codes adopted by the city. C. All required fees and charges shall be paid before approval of plans or issuance of any permit required under this title. D. The approval of plans or the issuance of a permit shall not relieve the discharger of any duty imposed upon such perminee by this title. (Ord. 2466 9 7,1991). 13.10.150 Pretreatment - Grease _ Food establishments. A. All food establishments shall install a grease pretreatment device in the Waste line leading from the fOOd preparation area, or from sinks, drains. appliances and other fixtures or equipment used in fOOd preparation or cleanup, to where grease may be introduced into the sewerage system. Such grease pretreatment devices shall be installed to remove grease from wastewater and shall be main- tained in efficient operating condition by periodic removal of the accumulated grease. No such col- lected grease shall be introduced into any drainage piping or public sewer. B. All food establishments shall also provide a collection drum or container for the purpose of physically segregating oils, greases and greasy sol- ids. Food establishments shall establish procedures for personnel to practice maximum segregation of oils. greases and greasy solids to the collection drum or container prior to washing and other clean- ing which goes into sewer. Food establishments shall properly remove and appropriately dispose of the material captured from grease pretreatment devices on wastewater lines and the collection drums for segregating oils. greases and greasy sol- ids. (Ord, 2466 g 7. 1991). 13.10.1~ ~Iaintenance reports _ Food establishments. Food establishments shall keep records of grease pretreatment device cleaning, maintenance and grease removal and report on such mainte- Dance to the director at the times and in the manner specilled in their permits. The director may also require the pemi:iUee to provide periodic measure- 13.10.180 ments of its discharge, including chemical analysis of oil and grease COntent. (Ord. 2466 g 7, 1991). 13.10.170 Protection from accidental disCharge. A. Each penninee shall provide protection from accidental discharges of materials prohibited by CYMC 13.12.010. Permittees shall prOvide and maintain facilities to prevem aCcidental prohibited discharge at the permittee's own cost and expense. Plans and specifications for such facilities shall be Subject to review and approved by the director. B. In the case of an aCcidental prohibited dis- charge. the permittee shall: 1. Immediately notify both the director and the city of'San biego Water utilities department industrial waste program ("San Diego") of the inci- dent. The notification shall include location of dis- charge, type of Waste. concentration and volume, and corrective actions. 2. Within five days following an accidental discharge, submit to the director and to San Diego a detailed written report describing the cause of the discharge and the measures to be taken by the per- mittee to prevent similar future OCCurrences. Such notification shall not relieve the permittee of any expense. loss, damages or other liability which may be incurred asa result of damage to any waste- water systems. fish kills or any other damage to persons or property; nor shall such notification relieve the permittee of any fines, civil penalties or other liability which may be imposed by this title or other applicable law. 3. Cause a notice to be permanently posted on thepermittee's bulletin board or other promi- nent place prominently displaying for employees the names and telephone numbers to call in the event of an accidental prohibited discharge. Per- mittees shall ensure that all employees who may cause, allow or observe SUch an accidental dis- charge to occur are properly trained regarding compliance with the emergency notification proce- dures. (Ord. 2466 S 1, 1991). 13.10,180 Limitations on the use of garbage grinders. Matter from domestic, commercial, or industrial garbage grinders shall not be discharged into the wastewater system or facilities. However, matter generated by garbage grinders in the preparation of food normally consumed on the premises is excepted from-this prohibition. Additionally, if the permittee has obtained a permit for that specific Use from the director and agrees to undertake wbat- 13-15 -'--- - -....-- 7-143 ::'.~j ,. ]3.10.190 ever self-monitoring is required to enable the direc- tor to equitably deterntiIie the sewer service ,charges based on the waste constituents and char- acteristics, such matter is also excepted. Such grinders must shred the waste to a degree that all panicles will be carried freely under the !low con- dition normally prevailing in the public sewer. It is unlawful to Use a gamage grinder for grinding plas- tic, paper products, inert materials or garden refuse. (Ord. 24{56 S 7,1991). 13.10.190 Facilities. If wastewater facili ties capacity is not available, the director may require the industrial wastewater discharger permittee to restrict discharge until suf- ficient capacity can be made available. \Vhen requested, the director will advise persons who desire to locate new facilities as to which areas within the wastewater system where industrial wastewater of the requestor's proposed quantity and quality are expected to have sufficient capac- ity. The director may refuse sewer service to per- sons locating facilities in areas where' their proposed quantity or quality of industrial wastewa- ter is unacceptable for the available wastewater system or faCility. COrd. 2466 S 7, 1991). 13.10.200 Records retention. All perntirrees subject to this chapter of this title shall retain and preserve, for not less than three years, any records, books, documents, memoranda, repom, correspondence and any and all summaries thereof relating to monitoring, sampling and chem- ical analysis made by or on behalf of a permittee in connection with its discharge. All records which pertain to matters which are the subject of admin- istrati ve action or any other enforcement or litiga- tion activities brought by the city shall be retained and preserved by the permittee until all enforce- ment activities have concluded and all periods of limitation 'With respect to any and all appeals have expired. (Ord. 2466 S 7, 1991). Chapter 13.12 tj~ILA~"'FUL DISCHARGES TO THE ,"YASTEWA TER SYSTEM Sections: 13.12.0lD Prolubited discharges. 13.12.010 Prohibited discharges. A. Prohibited discharges shall include, but not be limited to, those containing constituents enu- merated in this section. Such prohibitions are appli- cable to all users of the wastewater system. Any constiTUent not listed herein may be added by reg- ulation or other prohibition PromUlgated by the di- rector based on results of technical determinations, the actions of regulatory agencies, the projected im- pact of the constituent upon the wastewater system, and the capacity of wastewater treatment facilities to aCCommodate such constituent. B. No person, whether or not a pennittee, shall discharge or cause to be discharged directly or indirectly into a sewer lateral, or into the Wastewa- ter system or facilities, the following: 1. Any gasoline, benzene, naphtha, solvent, fuel oil or any liquid, solid or gas that would cause or tend to cause flammable or explosi ve conditions to result in the wastewater system. 2. Any matter containing toxic or poisonous solids. liquids or gases in such quantities that, alone or in combination with other substances, may create a he.alth hazard for humans, animals or the local environment; interfere detrimentally with wastewater treatment processes; cause a public nuisance; or cause any hazardous condition to occur in the wastewater system. 3. Any matter having a pH lower than 5.0 or greater than 11.0 or having any Corrosive or detri- mental charaeteristic that may' caUSe injury to wastewater treatment or maintenance personnel or may cause damage to structures, equipment or other physical facilities of the wastewater system. 4. Any solids or viscous substances or other matter of such quality, size or 'luantity that they may cause obstruction to flow in the sewer or be detrimental to proper wastewater treatment plant Operations. These objectionable substances in- clude, but are not limited to, asphalt, dead animals, offal, ashes, sand, mud, straw, industrial process shavings, metal, glass, rags, feathers, tar, wOOd, whole blood, paunch manure, bones, hair and flesh- ings, entrails, fatty acids, grease and oil, paper dishes, paper cups, milk COntainers. or other similar paper products, either whole or ground. 13-16 7-144 {:/ ( Chula Vista Municipal Code 13.14.010 5. Any rainwater; storm water; ground water; street drainage; subsurface drainage; roof drainage; yard drainage; water from yard fountains, ponds or lawn sprays; or any other uncontaminated water. 6. Any matter having a temperature higher than. 150 degrees Fahrenheit (65 degrees Celsius), or at a temperature which causes the influent to the waste treatment plant to exceed 104 degrees Fahr- enheit (40 degrees Celsius). . 7. Any matter containing more than 500 mg/!. of oil or grease. 8. Any strongly odorous matter or matter tending to create odors. 9. Any matter containing over 1.0 'ng/1 of dissolved sulfides. 10. Any matter with a pH high enough co cause aL\:aline incrustations on sewer walls. l1. Any matter promo:.:._- . ~!!sing t..:.\:- promotion of toxic gases. 12. Any matter requiring an excessive quan- tity of chlorine or other chemical compound used for disinfection purposes. 13. Any excessive amounts of deionized water, stearn condensate, distilled water or s\l!gle- pass cooling water. 14. Any radioactive matter, except: a. 'When the person is authorized to use radioactive materials by the Slate Department of Health or other governmental agency empowered to regulate the use of radioactive materials; and b. "Vhen the matter is discharged in strict conformity with current California Radiation Con- trol RegUlations (California Administrative Code Title 1 7), and the Nuclear Regulacory Commission regulations and recommendations for safe disposal; and c. 'When the per;;on is in compliance with all rules and regulations of all other applicable reg- ulatory agencies. 15. Any matter producing excessive discol- oration of the wastewater treatment plant effluent. 16. Any toxic materials including, but not limited to, all heavy metals. cyanide. phenols. chlo- rinated hydrocarbons and other organic com- pounds, unless limited to that concentration which complies with all local, state and federal discharge limitations, and which does not interfere with the operation of the wastewater facilities. 17. Any substance, liquid, gas or solid waste which would cause a public nuisance or hazard. to life. or would be deleterious to the operation of wastewater facilities or to the waters recei ving the discharge of the wastewater facilities. 18. Any cesspool or septic tank wastes. (Ord. 2466 S 7,1991). Chapter 13.14 FEES Sections: 13.14.010 Fees -Record to be kept. 13.14.020 Fees - Sewer construction pennit for installations within public right-of- way. 13.14.030 Connection to public sewer - Fee. 13.14.040 Public sewer connection fee- Methods of calculation. 13.14. OS{) Public sewer connection fee _ Reimbursement agreement _ Collection by city. 13.1'i-.C~:' Fublicsewer connection fee- K~imbursement agreement _ Obligation of O"-'ller to claim money- Forfeit .,.,hen. l':;.l~.1J70 ! ~...:.! ~ ':: cO:'-,,,ue.:tic'n fee- x.:U:I:c,,,:,,,-:.::::,c:::c. agreement - Sewer facilities of special importance _ Additional specifications on charges. 13.14.080 Public sewer connection fee _ Reimbursement agreement - Liability for future charges not relieved. 13.1 4.090 Sewer capacity charge. 13.14.1 00 Sewage pump station charge -Sewage pump station financing. 13.14.110 Sewer service charges designated- Payment required - Domestic purposes - Defined. 13.14.120 Reduced sewer service charges permitted when - Application _ Contents - Refunds - Fees. 13.14.130 Sewer service charge variances permitted when - Application _ Contents.- Fees. 13.14.140 Sewer service charge exemptions permitted when - Application _ Contents. 13.14.150 Payment of sewer service and pump station charges - Penalty for delinquency - Discontinuance of service - \Vhen - Unlawful connection - Backbilling and penalty. 13.14.160 Sewer service deposits required when - Amount. 13.14.170 Industrial wastewater discharge permits ~ Fees - Costs included in fees. 13.14.010 Fees - Record to be kept. The dire<:tor shall keep a permanent and accurate record of the amount, source, parcel, and pUIpose 13-17 7-145 ----.. - -_. c.; '7 / 13.l4.020 for all payments received under the provisions of this chapter. (Ord. 2466 g 7,1991; Ord. 2107 g 1, 1985). 13.14.020 Fees - Sewer construction permit for installations within public right- of.way. The applicant for a permit to construct a sewer lateral within the public right-of-way shall pay to the city the required fee(s), (Ord. 2506 9.1.1992; Ord. 2466 g 7, 1991; Ord. 2202 S I, 1987; 0rcL 21079 1,1985). 13:14.030 Connection to public sewer - Fee. A. Any person applying for a permit to develop or modify the use of any parcel shall provide sewer service capability to that parcel at the property owner's expense. Where the owner constructs pub- lic sewer facilities, or contributes toward the costs of construction an amount in excess of the amO'l:'.: commensurate with the benefits to be p-..cei'(o.' ~ determined by the director. C.lle ciS: ;;:'0.: er:t:.' :.,:.j a reimbursement "greem~'" ":1::h such person. B. Any person ~esiring to connect, directly or indirectly, any parcel or any building thereon to any public sewer which has been constructed at no cost to the parcel to be connected shall pay the one- time required fee for sewer connection to the city. All revenue derived from such fees shall be depos- ited in the sewer income fund. The amount of such fee shall be determined by one of the following methods of calculation: 1. General front footage; 2. Other reasonable method as determined by council resolution; 3. Reimbursement agreement. (Ord. 2506 9 l, 1992; Ord. 2466 S 7,1991; Ord. 2107 91,1985). 13.14.040 Public sewer connection fee _ l\fethods of calculation. The director may issue a per'mit to make connec- tion to the public sewer system upon payment of all fees required by ordinances and resolutions of the city including the 'sewer connection fee calculated on the basis of either: A. General Front Footage. In the absence of a valid applicable reimbursement contract for repay- ment of costs involved in constructing public sewer facilities, the payment of the fee as set forth in the master fee schedule per front foot of the parcel sought to be connected. However, such front foot fee shall not be imposed upon a person who con- structed or paid for the construction of the public sewer into which connection is sought; or B. Special Circumstances. Whenever the city council, on recommendation of the director, deter- mines that any public sewer benefits property which does not front upon such sewer, or where propeny does face upon a sewer, but where the shape of the property is other than the usual rectan- gular shape, or where it is unusual in area, or where for any other reason the strict adherence to the front foot charge provided in subsection (A) of this sec- tion would require a propeny owner to pay an amount not commensurate with the benefits to be received. the city council may, by resolution, deter- mine the amount of money which such property or any unit portion thereof shall pay, in addition to and prior to the payment of other pennit and CO!!- nection fees. Such resolution shall w :.:;. i_:~:: ;;onsid- eration any contrib':' -. ,..-::~ '::;; 1 property owner tow:>::~' _0St cf ili; construction of the . . - _. . <UT'.:_~s at the amount of money to be ,:::: :-.~, :'.:'.: ?fCperty owner. Prior to the adoption of such resolution, the director may allow a property owner to make use of such sewer facilities upon the owner guaranteeing to pay the amount to be provided in such resolu- tion, and upon the deposit of an amount of money estimated by the director to be adequate, as a guar- antee of the payment of the amount to be provided in the resolution; or C. Reimbursement Agreement. The city may 'ch90se to enter into reimbursement agreements with persons, whether subdividers or not, who have constructed public sewer facilities with their own money and which facilities benefitted property the owners of which did not contnoute to the construc- tion of such facilities. Any such property owner desiring to be ,connected to any such public sewer facility, if such property or the owner thereof did noc contribute toward the cost of the construction, shall not be permitted to connect without first pay- ing the fee established in the applicable reimburse- ment agreement on file in the office of the director. (Ord. 246697, 1991; Ord. 2107 S 1,1985). 13,14.050 Public sewer connection fee _ Reimbursement agreement _ Collection by city. The city shall endeavor to collect the charges set forth in the various reimbursement agreements on file in the office of the director and cause the sum so collected, less city expense as set forth in the contract, to be reimbursed as provided in this chap- ter, but it shall not be liable for any failure to make such collection or reimbursement, and such obliga- tion to collect such charges shall terminate six 13-18 7-146 q~ Chula Vista Municipal Code 13.14.ioo year.; from the dace the sewer facility is accepted as being completed by the city, except as may be pro- vided hereinafter in this chapter. (Ord. 2466 ~ 7, 1991; Ord. 2107 ~ I, 1985). 13.14.0W Public sewer connection fee- Reimbursement agreement _ Obligation of owner to claim money - Forfeit when. It shall be the obligation of the person, whecher a subdivider or noc, to inquire of the city whether any such amounts have been paid into the city by a property owner who did not previously contribute coward the cost of the construction of the sewer fa- cilities. If any such money remains on deposit with the city without being claimed by the party righc- fully entitled co it, within one year it is deposited, such money shall be forfeited co the city, and then it shall be transferred to che sewer income fund of the city. (Ord. 2466 97, 1991; Ord. 2107 ~ I, 1985). "~. 13.14.070 Public sewer connection fee- Reimbursement agreement - Sewer facilities of special importance _ Additional specifications on charges. If the city council finds that a particular sewer facility is of special public interest because of its major importance to the city, it may, notwithstand- ing any other provision of this chapter, allow, by resolution, the following: A. Time for Reimbursement. That the right to reimbursement for any subdivider, or for any indi- vidual, firm or corporation, as contemplated in this chapter, may be extended up to 20 years from the date that the sewer facility is accepted as being completed by the city; B. Interest Added to Cnarge. That up to seven percent per year of the. amount of the charge may be added thereto, but, however, only for the period fixed pursuant to the subsection (A) of this section, and the person who is entitled to reimbursement as contemplated in this chapter shall be entitled to receive such charge and the interest paid thereon. Interest shall be computed on a quarterly basis, and it shall be computed up to, but not including, the quarter in which payment of such charge is paid. (Ord. 2466 ~ 7,1991; Ord. 2107 ~ 1, 1985). 13.14.080 Public sewer connection fee- Reimbursement agreement- Liability for future charges not relieved. In the event that any parcel for which a public sewer reimbursement agreement fee has been paid receives additional benefit from any public sewer in the collection system of the city, the payment of such fee shall not relieve the parcel owner from payment for such additional benefit. nor shall the property be relieved from the levy of a special assessment under any special assessment statute of the state for such additional benefit. (Ord. 2466 ~ 7,1991; Ord. 2107 ~ 1. 1985). 13.14.090 Sewer capacity charge, The owner or person ma.1cing application for a permit to develop or modify use of any residential, commercial. industrial or other property which is projected by the director to increase the volume of flow in the city sewer system by at least one-half of one equivalent dwelling unit of flow shall pay a sewer capacity charge. All revenue derived "from such fees shall be deposited in the trunk sewer cap- . ita! reserve fund. The amount of such charge. shall be the required fee(s). (Ord. 254796, 1993; Ord. 25069 1,1992; Ord. 2466 ~ 7, 1991; Ord. 2107 ~ 1, 1985). 13.14.100 Sewage pump station charge- Sewage pump station financing. A. All the Mia costs for all city-owned sewage pump stations within ChuIa Vista, which costs are in excess of funds deposited by developers respon- sible for the construction of said pump stations, shall be paid from the general sewer budget. B. When a permanent sewage pump station is approved for construction and has been constructed and accepted by the city, the developer shall deposit the Mia cost of the pump station for a period of 20 years based on an estimate by the City. l. As an alternative to depositing the fuU20- year Mfa costs with the city immediately upon completion of the sewage pump station. the devel- oper and the city may enter into an ag=ment pro- viding for the Mia costs to be paid by the developer over a period of time. In this instance, the commitment to pay shall be guaranteed with adequate security, one form of which may be a lien upon the property to be developed. The amount of said lien may be adjusted over time.as property is sold or as payments are made. No portion of the lien amount sha!l be reassigned to a buyer of a developed property. 7-147 13-19 (f'!evised 1/04) /., ,;' L/fj.J... ! ! 13.]4.110 2. In instances where the property to ulti- mately be served by a pemanent pump station is not fully Contained within the ownership of the' developer who builds the pump station and an agreement with the city has been entered into as provided above, during a gi ven year, that developer shall be responsible for the POrtion of (he Mia cost which is proportional to the number of EDUs he has connected to the pump station as compared to the full number of EDUs Connected to the pump station as determined by the director. In instances where the developer has deposited the full esti- mated 20-year Mia COSts, a SUbsequent developer using the pump station shall be required to reim- burse the original developer for previously depos- ited l'vflO costs (plus interest) for EDUs EO be connected by that subsequent developer. 3. For temporary sewage pump stations, where the property to Ultimately be served is not wholly within the ownership of the developer 'NDO builds the pump station, each sub~cqu~nt devel- oper connecting EDUs to the station shall be responsible for the payment of a portion of the annual MIO cost which is proportional to the num- ber of EDUs that developer has connected as com- parn..d to the total number of connected ED Us. C. For all active sewage pump stations, the total of MlO COSts, including costs of replacements, util- ities, personnel. equipment. supplies and over- he<lds of all city sewage pump stations, shall be calculated by the city on a calendar year basis. That total, plus an estimated amount for infla- tion, if any, less deposits or contributions estImated to be on hand at the end of the fiscal year current at that time, shall be included as a system cost in the normal city-wide sewer budget and distributed among all properties within the city connected to the Chula Vista sewer system during the fiscal year beginning on the 'immediately folJowing July 1st. D. The actual cost of bypassing or removing a temporary sewage pump station from service and connecting the Collection system to a., adjacent permanent gravity system shall be paid from the regular sewer budget, and thaI cost (less any remaining deposits collected for that pUrpose) shall be distributed among all properties connected to the Chula Vista sewer system. E. This section shall not be applicable to any sewage pump station not Owned by the city or to any agreement with a public agency or private emity concerning Such a pump station. F. All previous agreements and ordinances relating to special sewer service rate areas or ZOnes are hereby amended to be in conformity with COun- cil Policy No. 570.03. This section is enacted pur- suant to an exercise by the city COuncil of its police powers as a Charter city, and purSuant to Health and Safety Code Section 5471, Government Code Sec- tion 54300, et seq., or any other applicable state law. (Ord. 2596 ~ 4, 1994; Ord. 2547 ~ 7, 1993; Ord. 2466 ~ 7, J991; Ord. 2107 9 1,1985). 13.14.110 Sewer ~rvice charges designaterl _ Payment required - Domestic purposes - Defined. A. Amount. In addition to other fees, assess- ments or charges provided by the city code or oth- erwise, the Owner or OCCUpant of any parcel of real propeny, which said parcel is connected to the sewer system of the city and to a Water system maintained by the S\""etwater Authority, the Otay Wa~r District or the C.1lifom.:2 - .~rn-=:-::3_n \Vat~r Company, shall pay the required fee(s) for a sewer service charge. The city council shall establish said charge by resolution, or by ordinance (only if required in orde!" fc~ tne fee to be col!'::cted on L'1e tax bill). B, Report. Every year the director of engineer- ing shall determine the sewer service charge for the current fiscal year in aCcordance with subsection (A) of this section. The director shall file a report with the city clerk annually prior to August 10th, setting forth the description of each property affected and the amount of the proposed charge. e. Assessment and Collection. The charge shall be prorated for new or restored service, and shall be calculated and assessed pursuant to subsection (A) of this section and collected in accordance with CVMC 13.14.150. D. All revenue derived from Such charges shall be deposited into the sewer revenue fund. E. For the purpose of this section, real propeny shall be deemed to be used for domestic purposes when such property is used solely for domestic pur- poses when such property is used solely for single- family residences or the furnishing of lodging by the operation of hotels, auto courts, apartment houses, bungalow courts, housing units, rooming houses, motels, trailer parks, or the rental of prop- erty for lodging purposes. (Ord. 2914 9 I, 2003; Ord. 2547 9 8, 1993; Ord. 2506 ~ 1, 1992; Ocd. 246697.1991; Ord. 2107 ~ 1, 1985). 13.14.120 Reduced sewer service charges permitted when - Application _ Contents - Refunds - Fees. A. The director of finance shall have the author- ity to cenify eligibility for a reduced sewer service charge, in the amount of 70 percent of the rate charged other residential users, Upon investigation, 13-20 (ReVised 1/04) 7-148 .::~ ~ ~'f. ~ ,r;p....):.... 1. . ,.,~. "''',;.;,; {:.r -, Chula Vista Municipal Code I 3.}4. 1 30 or upon application by the occupant of a single- family residence, apartment, condominium or mobilehome, when the occupant:' 1. Meets the low income eligibility criteria as presently designated in the master fee schedule, or as mav in the future from time to time be amended by city council resolution amending the master fee schedule; or 2. Provides proof of payment of a monthly sewer charge greater than the required fee(s) for minimum sewer service charge. B. The occupant of premises subject to a sewer charge may request a reduced sewer service charge by filing a completed city application form. The applicant shall furnish data regarding the type of unit, number of people in the household and proof. of total annual income ("gross") of the household. Application forms may be obtained from the cir;;'s fmsnce department. Certification of eligibility s.ta!l be anllllllly established with the director of tInance. c.. Eligible occupants of single-family homes subject to the sewer selYic"~t>arge shall have the option of either reguesting an annua; ,o:'.:.,,,,,r! t:-cm the city or requesting the reduced sewer cb:u-ge G.~ applied on the sewer billing. D. Residents of apartments, condominiums or mobilehomes who are eligible for the reduced sewer service charge shall receive the reduced sewer charge as an annual refund only. E. Requests for annual refunds shall be made by eligible households between August I st and September 30th of each year for the past fiscal year beginning in July and ending in June. The applicant will be notified of eligibility status within 30 days of application i!lld, if eligible, a refund shall be for- warded within 90 days of application. (Ord. 2547 ~ 9, 1993; Ord. 2506 ~ I, ]992; Ord.2466 g 7, 1991; Ord. 2107 ~ I, 1985). 13.14.130 Sewer service charge variances permitted when - Application _ Contents - Fees. A. The city manager shall have the power to establish rules and regulations for the granting of variances from the established sewer service charges; provided, such rules and regulations shaIl be approved by resolution of the city council. The. city manager or hisiher designee shall have the power to grant variances from established sewer service charge billing categories upon receipt of a variance application as hereinafter provided from the owner or occupant of any premises, and one or more of the following situations exist; 1. Where a nonresidential user's wastewater contains a total suspended solids concentration suf- ficiently low as to qualify for a different sewer ser- vice charge strength category. 2. Where a substantial portion of the pre- mises of an industrial or commercial establishment is used for industrial, commercial, recreational, horticultural or agricultural purposes of such a nature that the water supplied to such premises is not substantially discharged into the sewer system. 3. Where a residential user (with a separate water meter) has sufficient evidence to Prove that his or her average winter consumption (usage from. November 1st through April 30th), which forms the basis of their monthly sewer seriice charge, does not substantially correlate to the ame'..:.."]t of sewage discharged into the sewer collection sys- .:; :-.,':::~:: CC~'lp~: of any premises sub- jecc;i; t.1e sewer service charge may apply in writ- ir.:; ~o the city manager for a reclassification of '~JC;1 premises ("variance") under the provisions of. subsections (AXl), (2) (3) of this section; pro- vided, however, that no rebate upon such reclassi- fication shall be allowed for a period more than 90 days preceding the filing of such application. The city manager or his/ber designee shall render a decision as soon as practical, but not longer than 60 days after receipt of the request for a variance. The applicant shall bear the burden of proof and furnish substantial engineering and factual data to support the applicant's contention, by clear and convincing evidence, that the premises should be rec lassified as provided in this section. C. The owner or occupant of any premises requesting a variance from the sewer service charges pursuant to the provisions of this section and the rules and regulations approved by resolu- tion of the city council shall pay the required fee(s) to Cover the cost of investigation of said request (if any); provided, however, that no fee shall be charged for a request for total exemption from the sewer service charge. In addition, a special han- dling charge to cover the cost of billing and inspec-. . tions to be paid per billing may be established in the resolution granting the variance by resolution of the ciry council. (Ord. 2966 9 1,2004; Ord. 2506 ~ I, 1992; Ord. 2466 ~ 7, 199]; Ord. 2107 ~ J, 1985). \.... - --. ------- -..----..--.- -. -.-.----... ----- ...-.---...-- 7-149 13-21 . (Revised 8/(04) " ~' !~~ ~ 13.14.140 13.14.1411 Sewer sendee charge exemptions permitted when - Application _ Contents.' A. The director shall have. the power to certify exemption from payment of sewer service charges either upon investigation or upon receipt of appli- cation from the owner or OCCUpant of any premises; provided., one or more of the following situations exists: I. Where a fIre service connection to the water system is installed; 2. Where the premises are not connected to the wastewater system of the city; 3. When water is supplied to' the premises through a separate water meter measuring irriga- tion water and that water is used entirely for irriga- tion purposes. B. The owner or occupant of any premises sub- ject to the sewer service charge may apply in writ- ing to the director for exemption of such premises under the provisions of subsection (A) of this sec- tion; provided, however, that no rebate upon such exemption shall be allowed for a period more than 90 days preceding the fIling of such application. The applicant shall furnish Substantial evidence to support the applicant's contention that the premises should be exempted as provided in this section. C. No fee shall be charged for a request for exemption from the sewer service charge. (Ord. 246697,1991; Ord. 2107 ~ 1, 1985). 13.14.150 Payment of sewer service and pump station charges - Penalty for delinquency - Discontinuance of service - ""'hen - Unlawful connection - Backhilling and peualty. A. Billing and Payment. All sewer service charges shall be billed upon a monthly or bi- monthly basis, or on the tax bill, as determined by the city council, and shall be payable upon the bill- ing of such charges to the owner or the occupant. B. 1. Director's Report. Annually, not later than August 10th, the city clerk shall set the report of the director of public works filed pursuant to CVMC 13.14.110 for public bearing before the city COUncil and duly caUSe notice thereof, and of the filing. of said report, to be published once at least 10 days in advance thereof in a newspaper of general circula- tion published in the city ofChula Vista. 2. Notice to Property Owner. When the director of public works requests that such charges be collected on the tax bill for the flrst time, the city clerk shalJ, in addition to the notice required by subsection (B)(l) of this section, cause to be mailed to each person assessed for each property described in the report, at the address shown on the last available assessment roll, notice of the filing of the report and of the date, time, and place of the public hearing thereon. If such charges are col- lected on the tax bill pursuant to such notice, annu- . ally thereafter, such notice need not be given but only the notice by publication required by subsec- tion (B)(1) of this section. C. Council Action. The city Council shall con- duct a public hearing to consider the amount of such charges, and whether they shall be collected on the tax bill. The first year said charges are pro- posed to be placed on the tax bill, such action is subject to a majority protest. I. jf a majority of the owners of affected properties protest placement on the tax bill, the charges shall not be so collected, but shall be estab- lished by city council resolution and collected pur- suant to subsection (D) of this section. 2. If there is no majority protest and the city council determines to place the charges, or some of them, on the tax bill, for those to be collected on the tax bill, the city council shall by ordinance approve the report of the director of public Works, along with any corrections thereto, and establish the amounts of such sewer Service charges to be placed on the tax bill. The city clerk shall endorse thereon that it is the report finally approved by the city Council, and forward the appropriate data forthwith to the county auditor for enrollment on the assess- ment roll, and ultimate colJection by the tax collec- tor on the tax roll in accordance with Health and Safety Code Section 5473, et seq. Pursuant to Health and Safety Code Section 5473.8, all laws applicable to the levy, collection and enforcement . of real property taxes, including, but not limited to, delinquency, correction. cancellation, refund and redemption, are applicable to such charges. a. Pursuant to Health and Safety COde Sections 5471 and 5473.l 0, the city council shall establish by ordinance the charges as those set forth in said report (along with any corrections) and hereby establishes the basic penalty for delin- quency in the amount of 10 percent of the delin- quent amount, plus one and one-half percent per month for nonpayment of the charge and basic pen- alty (designated for administrative convenience only in the master fee schedule), which shall also be collected by the tax collector on behalf of city. b. The director offmance shall give notice to the owner of any parcel when any such charges become delinquent for 60 days, and of any penalties 13-22 (ReviSed 8/04) 7-150 Chula Vista Municipal Code and interest thereon as provided herein, and that they shall constitute a lien with the force, effect and priority of a jUdgment lien against the lot or parcel against which it was imposed, good for three years from recordation, if recorded. The director of finance shall record with the county recorder, pur- suant to Health and Safety Code Section 5473.11, a certificate speci1Ying the alnount of the unpaid charges and penalties and interest thereon, when any such charges become delinquent for 60 days. D. Nontax BilL Alternatively, the charge and the billing therefor may be combined with other utility bills and separately designated, or othemise billed and collected, as determined by the city counciL Said charge, together with penalties and in- terest, and reasonable attorneys' fees (bereafterco1_ U.14.150 ]3-22.1 '-~'-- -....------------. ---..----.-------.--- 1=151 (Revised 8/04) '..-.-..--...-----..-- ---- 'S.f~? Appendix I 7-152 /)/"! CITY OF CHULA VISTA STANDARD -!~CIAL PROVISIONS 0:.- -:"OBER 2002 For use with the APWA/AGC "Gree;:-j,'" Standard Specifieatio!'s for Public Worl-cs COL,truction 2000 Edition and Regional Supplement Amendments Approved and Adopted by the San Diego Regional Standards Committee April 2000 City Engineer Date 7-153 302-5.8 (p. 250) 302-5.10 The second pass shall be made with the roller centered longitudinally on the 4" to 6" strip. With the approval of the inspector, the 4" to 6" wide strip may be compacted on the return trip of the first pass of the roller. Remaining passes shall be in accordance with the Standard Specifications. Asphalt concrete raking -- no asphalt concrete will be allowed to be broadcast over the finished mat solely as a means of disposing of excess aggregate. Joints will be raked or shoveled clean and excess asphalt will be disposed of by hauling away or . broadcast in front of paver or placed into hopper of paver. All. otherraking will be in accordance with the Standard Specifications. - Manholes (and other structures) Delete first and third paragraphs and add the following: Manhole and Valve Box Covers Unless otherwise specified, the paving contractor will be required to adjust all manhole, valve box, cleanout, and monument covers. Prior to paving, all covers shall be tied-off by the contractor in manner that will permit determination of their exact locations after paving. All manhole, valve box, cleanout, and monument covers shall be set to final grade after pavement has been completed in accordance with Section 302-5.8. The subgrade, base, and pavement shall be neatly removed a distance of 12 inches from the edge of cover. All spoils shall be removed from the site. Adjustments to grade greater than 4 inches shall be made using precast concrete manhole components in accordance with applicable Regional Standard Drawings. 3250 psi concrete shall be used for all other adjustments. Seal Coat, Add: Type B Seal Coats Type B seal coats shall consist of a high viscosity type emulsion (RS-2h or CRS-2h). The emulsion shall be spread at a rate not to exceed 0.30 gallons per square yard unless otherwise directed by the Engineer; the exact rate shall be determined by the Engineer. A rubber additive shall be mixed with the emulsion at no cost to the City. The additive U1tra Pave 70 manufactured by Western Division Textile Rubber and Chemical Co., Inc., or equal, shall be added to the binder at the rate of25 gallons per 1,000 gallons of emulsion. Additive shall be added at the job site in the presence of the Engineer. Additive shall be thoroughly mixed with the binder before being applied to the pavement. The temperature of the emulsion prior to application shall range from a minimum of 1500F to a maximum of 190oF. Immediately following the application of the 7 7-154 (p.293) 306-1.1 306-1.1.1 (p. 320) 306-1.2 306-1.2.1 (p.322) When placing the t,ops to concrete drainage and sewer structures ,^,ithin the surface of the sidewalk, the tops to concrete drainage and sewer structures shall be monolithic for the full width of the curb, gutter and sidewalk. The top of the strucrure shall be imprinted with a Storm Drain Stencil per CVCS-24. "Then placing the tops of concrete drainage and sewer structures within parkways, if the distance between the edge of the structure and the sidewalk is less than 18", then the tops to said structures . shall be constructed to the full width of the parkway. Trench Excavation General Delete third paragraph and replace with the following: The Contractor shall furnish, install, and operate such pumps, well points or other devices as may be necessary to remove any sub-surface water, seepage, storm water, or sewage that may be encountered during the constrUction. The trenches and other excavations shall be kept free from water while concrete or pipe is being installed. Water shall be disposed of in ac'cordance with all Federal, State, or local agency requirements and in such a manner as to cause no injury to public or private property, nor be a menace to public health. . / Installa !ion of Pipe Beddin!! Delete fourth paragraph and add the follo,^,ing: Except where otherwise specified, all non-reinforced and reinforced concrete pipe and all asbestos cement pipe shall be installed using the standard installation. Standard installations for reinforced concrete pipe shall consist of trench and pipe bedding as shown on Regional Standard Drawing No. D-60 except that the one-inch . graded crushed aggregate rock shall extend up to the upper half (spring line) of the pipe. The remainder of the bedding material shall be sand, gravel, crushed aggregate, native free draining granular material having a sand equivalent of not less than 30 or having a coefficient of permeability greater than 1.4 inches/hour, or other material approved by the Engineer. Except where otherwise specified, all corrugated metal pipe and all plastic pipe 18 inches inside diameter and greater shall be installed using the standard installation. Standard installation for corrugated metal pipe and plastic pipe 18 inches inside diameter and greater shall consist of trench and pipe bedding as shown on Regional Standard Drawing No. D-60except that the one-inch graded crushed aggregate rock shall extend up to the upper half (spring line) of the pipe. The remainder of the bedding material shall be sand. Except where otherwise specified, all clay pipe shall be installed using "Type Brock to spring line" installation that shall consist of tre"uch and pipe bedding as ShO,^,l1 on 9 7-155 306-1.2.2 (p '?~) . .)-.) 306-1.2.3 (p. 324) (pg. 325) Re gional Standard Drawing No. S-4. The remainder of the bedding material shall be as specified above for non-reinforced and reinforced concrete pipe and asbestos cement pipe. Except where otherwise specified, all plastic pipe with an inside diameter ofless than 18 inches shall be installed using a rock envelope mstallation which shall consist of trench and pipe bedding as shown on Regional Standard Drawing No. S-4, Type C. Pipe Lavin!!. Add: In order to insure a true line and grade, grade stakes shall be set every 25 feet. Sewer pipe shall be laid through the manhole unless otherwise directed by the Engineer. When sewer pipe is to be carried continuously through the manhole, the top portion of the pipe shall be removed after all other work is completed. . Field Join tin!! of Clav Pipe Delete first sentence and replace with: Unless otherwise indicated on the plans, all joints for sewers constructed of clay pipe shall be type "G" joints as contained in sub-section (2) of this section. The Contractor may submit for approval any other type of joint that he believes is equal or superior to those specified. Said alternate shall be submitted in writing at least fifteen (15) days in advance of the start of the work. The City Engineer shall be the sole judge as to whether any material submitted for approval is equal or superior to those specified. No unspecified material shall be used until approved by the City Engineer. Add sub-section (d) as follows: No sewer shall be broken into except in the presence of the Engineer. The connection shall be made with a standard vitrified clay saddle constructed with lugs to prevent protrusion through the pipe. The hole in the sewer shall be made midway behveenjoints. It shall be made with extreme care starting with as small a hole as possible and carefully enlarged so as to provide a hole approximately 1/4" la:rger than the outside diameter of the saddle. The saddle shall be mortared in place, filling r.':ie annular space between saddle and pipe wall with mortar composed of 1 part Portland cement to 2 parts of clean well-graded sand. The inside shall be wiped to provide a smooth joining of the saddle to the pipe wall. No additional pipe may be joined to the saddle until the contractorreceives approval of the saddle connection from the Engineer. After the saddle has been mortared in place and approved by the Engineer, at least 6 strands of No. 10 galvanized wire shall be loosely wound around the pipe, 3 strands on each side of the saddle, 2 of which shall pass over the saddle. A ring of Class "A" 10 7-156 //, "..; 306-1.2.12 (p. 330) 306-1.3.3 (p. 335) 306-1.4.8 concrete at least 4 inches thick and 18 inches in length shall then be constructed entirely around the pipe at the location of the saddle. Field Inspection for Plastic Pipe & Fittings. Add: This section is also applicable to all plastic pipe and inserted liner whereby the annular space between the outer wall of the liner and inner wall of existing pipe being lined is pressure grouted. Water Densified Backfil1. Delete: Ballin!!' of Sewers. Add: After completion of the sanitary sewer system, including televising sewer mains and the surfacing of the street, an approved type sewer ball equal to the diameter of the, pipe shall be sent through the sewer from the uppermost structure to the lowermost struCture. The contractor shall; at his own expense, furnish all materials for carrying out the operation and removing any obstructions that prevent the ball from traveling through the pipe. 306-1.4.8.1 General Reauirements, Delete Paragraph 6 of the Regional Supplement ' Amendments and replace with: 307-1.2 (p.367) 307-2.2 (p.368) 307-2.3 (p.369) 6) For underground sewer or storm drain conduit installations, the maximum operation tolerance for sag shall be 0.5 inch. No sag shall be longer than 60 feet. When televised inspection "is used to check for sag, a calibrated device acceptable to the Engineer shall be used to measure the depth of sag. SECTION 307 - STREET LIGHTING ,Re~lations and Codes, Add: Before commencing work, the contractor shall contact the San Diego Gas & Electric Company for any requirements regarding their distribution and transmission construction methods. Work shall conform to the "SDG&E" Service guide. Foundations. Add: Foundations shall be installed not less than 3 feet from driveway curb opening or fire hydrants. , Standard and Steel Pedestals, Add: 11 7-157 , /,// Appendix] ]-158 ,,' c'- Course Title AIR PURIFYING RESPIRATOR TRAINING Class Date Employees Present: 1/16/2007 14 1/30/2007 17 2/6/2007 2 5/13/2008 27 ----,- 4/14/2009 9 ----- Course Title BLOOD BORNE PATHOGENS -------....- Class Date Employees Present: 5/27/2008 22 '-'--"'-- 5/29/2008 21 - Course Title CODES OF SAFE PRACTICES --'--.., Class Date Employees Present: 5/6/2008 I 8 Course Title CONFINED SPACE:ENTRANT & ATTENDANT Class Date Employees Present: ~--.._.. 5/27/2008 22 '--------'-- ---- 5/29/2008 21 ------....,-...-.- Course Title . CONFINED SPACE:ENTRY SUPERVISOR Class Date Employees Present: '---.----- 5/31/2007 I3 ---------.. 6/1/2007 9 ----..;-.-----'.--...---.---.----- 7-159 , J'l!/J Course Title CPR/ FIRST AID Class Date Employees Present: 1/26/2007 2/9/2007 6 -- 2/23/2007 7 10 . 3/9/2007 8 3/23/2007 . :----.... ---- 5 9/26/2008 2 Course Title CRANE & RIGGING SAFETY Class Date Employees Present: _v___ 5/11/2007 Course Title DOT DRUGfALCOHOL FOR DRIVERS Class Date Employees Present: 4f18/2007 9/4/2007 25 .-------------- --- ------- 9/18/2007 Course Title ----,.---_._~".. DOT DRUGfALCOHOL FOR SUPERVISORS Class Date Employees Present: Course Title 5f1/2008 5 FORKUFT TRAINING ---~----,..,~,- Class Dale Employe.es ,oresent: 5/14/2007 . ~----. , -- 5/24/2007 ~---- --~ 6 6/1/2007 -~'--- 7-160 Class Date Employees Present: 8/212007 7 ---~ 8/9/2007 9 8/16/2007 ----...- -- HEARING CONSERVATION 36 Course Title "-- Class Date Employees Present: ------ 10/1/2008 45 Course Title HEAVY EqUIPMENT TRAINING -----...,. Class Date =mployees Present ---....---...--- 1/1/2009 2 Course Title ~--"-------. LOCKOUTITAGOUT: AUTHORIZED EMPLOYEES Class Date C:mplayees Present -.- 9/26/2008 Course Title MDS ONLINE PROGRAM USER -_._-----~------------- ~-------..,..,---_.._------.__._--- Class Date Employees Present: Course Title ~----~._'-----_.,------,-_.~-_..- 12/22/2007 TRAFFIC CONTROL AND FLAGGER SAFETY _._-----~- Class Date Employees Present: 4/10/2009 14 4/13/2009 ---- 10 --------.----- --. iim~Ji~A~' ~~;;..;''''-;T1'~~'i;::.J.:::;. 7-161 Course Title TRENCHING & SHORING COMPETENT PERSON Class Date Employees Present: 5/1/2007 42 5/15/2007 -- 5/23/2007 Course Title. VIOLENCE IN THE WORKPLACE Class Date Employees Present 2/1/2008 43 Course Title WELDI NG ,C UTTI NG ,BRAZING Class Date Employees Prese'nt: 8/27/2008 11 --- - Course Title WEST NILE UPDATE Class Date Employees Present: 1/1/2007 40 -_._--,-- -~.~-_.._--_._--~-----._- 7-162 January 2007 to Present Course Title AiR PURiFYiNG RESPiRA TOR TRAiNING 'ListOfAttende'es: ~ 14) .... . .... AiRPURIFYINc;RESPIRAT(JRTRAINING Burgos,Joseph . ..J.qass.Dale\i}/16f200?Y. Cancio,Rudolfo Estrada, George . Golden,Kevin Harris, Gary Larios...~guel . Mazzeppi.Peggie Provencio,Ricky Robertson,Daniel Saiazar.Daniel Sanchez,Antonio Tally,Scott Wilcox,Keirh Zacharzuk,James :;L~fAttende'es: (I7t .A..rias,F rancisco AIR PURIFYINGRESPiR;:ioR TRAINING. :...;.~ ------....-.., . Class Date.. ...1/30/~007 Bonillas,Enrique Brown,Raymond Dean,Robert Estrada,Claudio Oil; Octavio Hemandez,Christopher Iniguez.Francisco Llamas, Sr.,Juan A. Martinez,Pedro Palmer,Daniel Savala,Chad Schmidt,John Schmidt,Troy Senoft:Sergei Valdez,Jose Zuniga,Joaquin 7-163 January 2007 to Present Course Title AIR PURIFYING RESPIRA TOR TRAINING ,.. - ;'0,; AIR PURIFYING RESPIRA TORTifAiNiN.G . Class Date' '., 2/6/2007 . );Usf'6f Attendees: Sanche",,\fark lnJoa,Alberto ';..Lisf9'fAtti:!'ridees:( 27}''''' 'A/~PURIFYINGRESP!RATOf1 TRAINING. ... Arias.F rancisco ..: Class Date" ..; 5/13/200!l.. Bonillas,Enrique CastiJlo,Luis De:l!1,Robert Estrada,Claudio Estrada,George Figueroa,Juan Florencia,Edward GoJden,Kevin Harr'.s,Gary Hemandez,Chrislopher Iniguez,Francisco Lara,Eric Larios,Miguel Llamas, Sr,Juan A Martinez,Pedro Mendoza~Flores,Hector PadilIa,Sergio PadiIla,Steve Palmer ,Daniel Robenson,Daniel S.lazar,Daniel Sanchez,Antonio Sanchez,Michael Schmidt, Troy Stromp,Michael Z>charzuk,J ames 7-164 January 2007 to Present Course Title AIR PURIFYING RESPIRA TOR TRAINING '!l-is!gf Attsbdees: '19)') AIR PURIFYING R"iSPi~XTc3f:rTRA1N1NC; . BonilIas,Enrique - ,'Crass Date' '411412009 .' Estrada, George Larios,Miguel Martinez,Pedro PadilIa,Sergio Sanchez,Michael Savala,Chad Schmidt,John Wilcox,Keith 7-165 January 2007 to Present Course Title BLOODBORNE PA THOGENS ,~],..i~fpfAHend€le~; (22 ' :.;,' :',: '3. '. .... ~ .' -.,,~ .". ," . Class Date Estrada, Claudio FiglJeroa,Juan Florencia,Edward Golden,Kevin Harris,Gary In,2UCz,F rancisco Larios,Miguel Limon,Rmael Llamas, Sr.,Juan A. Mendoza,AJrnando PadiIla.Sergio PadiIla,Steve Provencio.Ricky Sanchez,Mark Sanchez,Michael Schmidt, Troy S il va,Marcelino Stromp_"'fichael Tally, Scott Valdez,Jose Wilcox,Keith '2uniga.Joaquin 7-166 January 2007 to Present Course Title BLOODBORNE PA THOGENS , List of Attend~es: .. (21) BLOODBORNEPATHOGENS~ :::":: . .". .... L. .~- .. ...:....::;': ';Qlass Date .5/29/2008. Arias,FrancIsco Burgos,Joseph Cancio,Rudolfo Castillo,Luis Dean,RobeIt Estrada, George Hernandez,Christopher Lara,Eric Martinez,Pedro Mazzeppi,Peggie Mendoza~Flores,Hector Murphy. Aaron Palmer,Daniel Ripley,Timothy Robertson.Daniel Salazar >>anieL San!=hei-A.ntonio Savala,Cbad Senoff,Sergei Ulloa,Albeno Zacharzuk,James 7-167 January 2007 to Present Course Title CODES OF SAFE PRACTICES List or Attendees: (18) Cancio,Rudolfo ~~-.o....- __.., , COOES OF SAFE.PfACTlC,~s ." ., . . Class Date,; 5/6/2008 .., Estrada,Claudio Golden$evin Hal~,John Hernandez,Christopher Iniguez.Francisco Limon.Rafael Provencio,Ricky Ripley, Timothy Robertson,Daniel Salazar,Daniel Sanchez,Antonio Sanchez,Mark ScHhrnidt,John Senoff,Sergei UlIoa,AJberto Zacharzuk,J ames Zuniga,Joaquin 7-168 January 2007 to Present Course Title CONFINED SPACE.ENTRANT & ATTENDANT Liste! Attendees:' ( 222....:. ,CO~F1NED SPA~TRAifr/ATrENDANr; .. Estrada, Claudio ...... Class Date '5/2712008\/, Figl.leroa,Juan Florencia,Edward Golden,Kevin Harris,Gary Iniguez,Francisco Larios,Miguel . Limon,Rafael Llamas, Sr.,Juan A. Mendoza,A.rmando Padilla,Sergio Padilla,Steve Provencio,Ricky Sanchez,Mark Sanchez,Michael Schmidt, Troy S uva,Marcel ino Stromp,Michael Tally,Scott V aldez,! ose Wilcox,Keith Zuniga,Joaquin 1~il~~~g91~ 7-169 January 2007 to Present Course Title CONFINED SPACE:ENTRANT & ATTENDANT --, List of Attendees; ( 21) Arias.Francisco CONFl':lED sPACE-;E!ifRANf'&-;ffi'ENDANT ' - i;,Clas,i; Dafe,; 5/29/2008 ',,' Burgos.Joseph Ca"cio,Rudolfo Castillo,Luis Dean,Robert Estrada,Claudio Hemandez,Christopher Lara,Eric Martinez.Pedro Mazzeppi.Peggie Mendoza-Flores,Hector Murphy, Aaron Palmer .Daniel Ripley,Timothy Rober'.son.Daniel Salazar,Daniel Sanchez,..A.ntonio Savala,Chad Senoff,Sergei UlIoa,Alberto Zacharzuk,Jarnes 7-170 January 2007 to Present Course Title CONFINED SPACE:ENTRY SUPERVISOR List of Attend~s': (13) .A..rias,Francisco c,ONFINED .SPACE:ENTF<Y.SUPERVlSOIt --_. . Class Date" 5/31/200:0' .,,:,- BrOwn,Raymond CastiUo,Luis Harris, Gary Larios...:Wiguel Llamas, Sr.,Juan A. Mazzeppi,Peggie Mendoza,Armando Mendo:za~Flores,Hector PadiIJa,S teve . Sanchez,Mark Srromp,Michael Zacharzuk,J ames Dean,Robert ""--, -- ... list ofAttimdees: ,( 9).: i CONFINED, SPA CE:EJ>iTRY SUPERVISOR' ~-..... -~~ 'Class Date, .~ 6/1/2007., .' --_. Estrada, George Martinez,Pedro Mazzeppi,Peggie Mendoza,Armando Mendoza-Flares,Hector Padilla,Sergio Rober..son.Daniel Schmidt, Troy ~"a~~!h~~2 E1$W~~:z:...J~h,.v-,,:;~!f::. 7-171 January 2007 to Present Course Title CPR! FIRST AID ,Ust:3!Attendee~: (6) , Arias,F rancisco ~ "';" ,Class Date, 1126/20.0.7 ' ---::. Figueroa,Juan Gil, Octavio Padilla,Sergio U110a,Alberto Valdez.Jose ,'Lisf6fAttehdii'es:(.7Y: " BoniIlas,Enrique CPf! FIRST,!,?' ':.i':;"'; ",'c..").", ; 'Class Date" ,', 2/9/200T.i Estrada,Claudio Hemandez,Christopher Lara,Eric Provencio,Ricky Robertson,DanieI Senoft:Sergei 'LjstotAttendees:' (10)' '-CPRjFIF?STAI9.;i.: Castillo,Luis -----~- :..;...----~ Iniguez.Francisco ~ario5..:'v!igueI Llamas, Sr,,Juan A. Nrazzeppi.Peggie Palmer ,Daniel Sanchez,Michael Schmidt,John Stromp,Michael Zuni.ga;Joaquin ._~istotAtt::~e~ 8)." Brown,Raymond ~ ~-~-~--:--- ,CPR! FIRST AID ';'" , ' , "Class Date 3/9/2007' Dean,Robert ~~'--';'.--'----.......-. Estrada, George Limon,Rafael Salazar,Daniel Schmidt, Troy Tally,Scott Wi1cox,Keith 7-172 January 2007 to Present Course Title CPR! FIRST AID ----,,-- ~- 'List 6f AttEmdees: (5) ".CPRJFIRSTAID; Golden.Kevin - . Class Date :C' 3123(2007)u Harris, Gary SancheZ,Antonio Savala,Chad Zacharzuk,James : (:.ist of A~endees: (2) .CPRJFIRSTAID . Martinez,Pedro . Class Dat~).9l26[2008:i Mendoza,Armando 7-173 January 2007 to Present Course Title CRANE & RiGGING SAFETY - Usf'OfAttEmdees: 0)' ..CRANE& RIGGING SAFtTTY Harris,Gary ..Class~ate .5/11/2007 ~~tes~d~Y1FA~ritfj~6Q l;f~';~~~t.iift.'""''''''''''''':.:4l~''''''" 7-174 January 2007 to Present Course Title DOT DRUG/ALCOHOL FOr? DRIVERS -- List of A tterictees: (25) · " DOT DRUqIALCOH?tFOR D"IVERS,' " '.,Class Date 4J18f2007", Arias,Francisco Estrada,CJaudio Estrada, George Golden.Kovin Harris,Gary Hernandez,Chrislopher Iniguez.,Francisco Lara,Eric Limon,Rafael Martinez.Pedro Mazz~ppi~eggje ~endo~PuTnando ~UIJlhy, Aaron Palmer J)anioJ RobertsonJ)aniel Sanchez,..-\ntoni6 Sanchez,~ark Sanchez,~ichael Schmidt,John Senofi,Sergei Tally,Scott Ulloa,Alberto Valdez,Jo,e WiJcox,Keith Zacharzuk,James ---------.--- DOTDRUGIALCOHOc.FOR DRlVERS--. "'-- List of Attendees:' (1) .. Class Date Sf4f2007 ' ----.:.-..;...-:........_-~ Ripley,Timothy ~--~---~ . DOTORUGIALCOHOt FOR DRIVERS, Listef Attendees:' U2 ,. Class Date' Sf18f200T -~ , , --'---~-~----_.._,._,_.- S il va,Nlarcelino 7-175 January 2007 to Present LUstofAttel1dees:' 5) ,,' COurse Title DOT DRUG/ALCOHOL FOR SUPERVISORS Burgos,Joseph , .,' Class Date Cancio,Rudolfo --.;....;,.;...-------- '5/1/2008 Padilla, Steve Ripley,TimOthy Sanche""\(ark 7-176 January 2007 to Present Course Title FORKLIFT TRAINING : List of At:tencttf:.?:'( 2) , Murphy, Aaron Ripley, Ttmothy ~lJ;:r~fAtterideE!s: (6," ';' FORKLlF.TTRAINING.i 'i" . 'FORKUFr TRAINING ....~ :-~--~---~-- ....~Iass DateS114/2007 . . _' Burgos,Joseph "':, Class Date , S/24/2007 Cancio,Rudolfo ---. Estrada, George Martinez.Pedro Mazzeppi,Peggie ~endo~}Ujnanqo ~f Attendees: . ( 1),. ---f?i5R"KLiFfTRAINING ,', j ,L: Robertlon.Daniel . ". Class Date' '.' ,6/1/2007, 7-177 January 2007 to Present Course Title HAZARD COMMUNICA nON . HAZARD COMMUNICA nON ;"':.. ,Glas~ DatiH.. .... 8/2/:2907;'. List of Attiuideesli7Y' MllIphy, Aaron Palmer .Daniel Provencio.Ricky Ripley,TimOthy Schmidtjohn UIloa,Alberto WilCOx,Keith :__~~stofA ttellciees;' (9) CastiUo,Luis HAZARD. COMMUNICA nON . .. .,..' . ....., ......" C1<iSsQate'" 8/9/2007 1":',. Figueroa.Juan Larios,Miguel Limon,Rafael Llamas, Sr..Juan A. Padilla,Sergio Salazar,Daniel Savala,Chad Stromp,Michael 7-178 ,-- January 2007 to Present Course Title HAZARD COMMUNICA nON Lisfcif Attencfees:. (36)',' Arias,Francisco HAZARD' COMMUNICA nON " ." ". "" '. . Class Date :' ,:r.!' " .8/16/2007 Bonillas,Enrique Castillo,Luis Dean,Robert Estrada, Claudio Estrada, George Figueroa,luan Florencia,Edward Gil, Octavio Golden,Kevin Harris, Gary Hemandez,Christopber Iniguez.F rancisco Lara,Eric Larios),liguel LirnOn.Rafael Llamas, Sr.,Juan A. Martinez.Pedro Mazzepp'i,Peggie ~lendoza,Annando !vfendoza~ Flores....qector Padilla,Sergio Palmer ,Daniel Provencio,Ricky Robenson,Daniel Salazar,Daniel SanchezAntonio Sanchez,Michae! Savala,Chad Schmidt, Troy Senoff,Sergei Stromp,Michael Tally,Scott Valdez,Jose Zacharzuk,James Zunig:Voaquin 7-179 ...;;;.....;..; ,~ / January 2007 to Present Course Title HEARING CONSER VA TlON - -''''. UstofAttendees: . '"Class pate>; 10/1/2008;. ~~ A.J,-ias~Francisco BoniIlas.Enrique Burgos.Joseph Cancio,Rudolfo CastiIlo,Luis Dean,.Robe-rr Estrada,Oaudio Estrada, George Figueroa,Juan Florencia,Edward Golden,Kevin Harris,Gary Hernandez.Christopher fnigueZ,Fr3I!cisco Lara,Eric Larios..\1iguel Limon,Rafael Llamas, Sr.,Juan A. Martinez,Pedro Mazzeppi,Peggie Mendo~rmando Mendoza-Flores,Hector Murphy, Aaron Padilla,Sergio Padilla,Steve Palmer,Daniel Provencio.Ricky Ripley,Timothy Rober..son.Daniel Saiazar,DanieI SancheZ,Antonio Sanchez.,Mark Sanchez.,Michael Savala,Chad Schmidt,John Schmidt,John 7-180 January 2007 to Present Course Title HEARiNG CONSER VA nON .---~- 1:-is~.9f Attendees: (45) , Senoff,Sergei ~~ ,'HEARfNG,CONSCRVATlON '---~~,~- .,~~~ ' "", Class Date q 10/1/2008<"' . ~--=---.....-. -~., ---- SilV".1vlarcelino Stromp,Michael Ta1ly,Scott UlIoa,Alberto Valdez,Jose Wilcox,Keith Zachanuk,James Zuniga,Joaquin 7-181 January 2007 to Present Course Title HEA VY EQUIPMENT TRAINING listof Attendees:(i2]?~AWEQUlPMENT. TRAINING .. .,. Cancio,Rudolfo Class Date .. _. 1/1/2009 . Provencio,Ricky 7-182 January 2007 to Present Course Title LOCKOUTITAGOUT: AUTHORIZED EMPLOYEES Listcir Attendees: (1) SancheZ,l\1ark -:"':'LOCKOUTlTAGOUT: AUTHORIZED EMPLOYEES - ./:elass Dat~:,:::.. 9/26/2008 :',' ....... ~iu.es'll;r'y'it!A.'"'p.'. If;;l;:%::~:~':iiEi:-1..i~,. 7-183 , ~_./ January 2007 to Present Course Title MDS ONLINE PROGRAM USER Listof Attendees: ' 1 ~- , . ~os ONUNE PROGR,'lM UsER ,",' - Class Date ,12/22/2007" Ripley, Timothy 7-184 ,...., I January 2007 to Present Course Title TRAFFIC CONTROL AND FLAGGER SAFETY ;'UsfiifAttendees: (14) 'TRAFFIC CONTROLANDFLAGGER SAFETY' Arias,Fia11ciscO Class Date 4/10/2009' ' Capone,Michael Castillo,Luis Figueroa.Juan ' Golden.J<evin fniguez,Francisco Limon,Rafael Llamas, Sr.,Juan A. Schmidt, Troy Silva,Marcelino Stromp,Michael UlIoa.Alberto Valdez,Jose Zuniga.Joaquin ~~~............_------------ -..!:ist:6!Attendees: (10)",' TRAFF~(;CONTROL AND FLAGGER SAFETY " Dean,Robert Class Date, 4/13/2009 Harris, Gary Hernandez,Christopher Mazzeppi.Pe~gie Murphy, Aaron Prov<;:ncio,Ricky Salazar,Daniel Sanchez,..c..ntonio . Senoff.Sergei Zacharzuk,James 7-185 j ,,~.; --: January 2007 to Present Course Title TRENCHING & SHORING COMPETENT PERSON List of Attendees: (42);";+ TRENCHING & SHORING Co'MPEriENT PiERSON Arias,Francisco Class Date .., '. ,. 5/112007 Bonillas,Enrique Burgos,Joseph Cancio,Rudolfo Castillo,Luis Dean,Robert Estrada,Claudio Estr3da, George Figueroa,Juan Goldon,Kevin Harris,Gary Hemandez,Christopher Iniguez,F rancisco Lara,Eric Larios,J\.liguel Limon,Rafael Llamas, Sr"Juan A, Martinez,Pedro Mazzeppi,Peggie Mendo~rrnando Mendoza-Flores,Hec!or Padilla,Sergio Padilla,Steve Palmer,Daniel Provencio,R.Jcky Robertson,Daniel SaJazar,Daruel Sanchez,Antonio Sanchez.,Mark Sanchez..:,v[ichael SavaJa,Chad Schmidt,John Schmidr,John Senoff,Sergei S ilva,Marcelino Stromp,Michael 7-186 January 2007 to Present Course Title TRENCHING & SHOR/NG COMPETENT PERSON --. '. Lisf9f Attendees:. Hi) ---...--..- Tally,Scott ... TRENCHING & SHORING COMPETENT PERSON .,..ClassDate ........ 5/1/2007 ....---.",.....-~- UlIoa,AI berto Valdez,Jose Wilcox,Keith Zachanuk,James Zuniga,Joaquin '.List, of Atterciees:(.1) "TRENriHING & SHORIN" COMPETENT PERSON "; . Class Date' 5/15/2007 Murphy, Aaron ;'ListofA\tlil ndeEls: (1) i'. TREtI~HING & S,!ORINGCOMI7ETENT PERSON Ripley,Timothy Class Date 5/23/2007 7-187 ;....., , January 2007 to Present Course Title VIOLENCE IN THE WORKPLACE . List6~ Attendees: (43) .... ..'VIOLENCEIN TiiHVORKPLACE A......ias..F rancisco . <::la55 Date. ,,, 2/1/2008 Bonillas,Enrique Burgos)oseph Cancio,Rudolfo Castillo,Luis Dean,Robert Esrrada;Claudio Estrada,George Figueraa;Juan Florencia;Edward Golden,Kevin Harris,Gary Hemandez,Christopher Iniguez,Francisco Lara;Eric Larios,Miguel Limon,Rafael Llamas, Sr.,Juan A. Martinez,Pedro Mazzeppi,Peggie Mendoza,Armando Mendoza-Flores,Hector Murphy, Aaron Padilla, Sergio Padilla,Steve Palmer,Daniel Provencio,Ricky Ripley,Timothy Robertson,Daniel SanchezrA...i1tonio Sanchez,Mark Sanchez,l\.-fichaeJ Savala,Chad Schmidt, Tray Schmidt, Tray Senoff,Strgei iir~'tfu~fiA" t1l'li~..w-~"..",._ .~-.!_."," 7-188 ....'~. ~'/ January 2007 to Present Course Title VIOLENCE IN THE WORKPLACE 'Lis(of Attendees: (43) , S cr-omp,Michael ~ VIOLENCE INTHE WORKPLACE Tally,Scott ---- --- .. . Glass Date .." 2/1/2008.... ~..: Ulloa,Alberto Valde:,Jo,e WilcOxJ<eiti Zacharzu1c,James Zuniga,Joaquin 7-189 January 2007 to Present Course Title WELDING,CUTTlNG,BRAZ1NG =Ust cifAFende~{i1) BoniIlas,Enrique ~ .. ~ ~ELI?.fN.G; ,~UTT/Nq,ERA~!NG - Class Date','.SI27/200S :' ..~ Estrada,Claudio Estrada, George IniguezYrancisco ~laninez,Pedro Mendoza,Nmando Sanchez,Antonio S tromp....\!icnael Tally,Scott Valdez,Jose WilcoxJ(eith 7-190 January 2007 to Present Course Title WEST NILE UPDA TE List of Attendees: (40) A...'ias....l:'ranc;isco . WEST NILE UPOA TE c;;/:;;).. i:Glas~ Date.> 1/1/2007>' BOnillas.Enrique Burgos) oseph Cancio.Rudolfo Castillo,Luis Dean.Robert Estrada,Claudio Estrada,George Figueroa,Juan Golden,Kevin P.arris, Gary Hemandez,Christopher Iniguez..Francisco Lara,Eric Larios,Miguel Limon,Rafael Llamas, Sr.,Juan A. Martinez,Pedro Mazzeppi,Peggie Mendoza,)lr.nando Murphy, Aaron Padilhi.Sergio Padilla,Steve Palmer ,Daniel Provencio,Ricky Robertson,Daniel Salazar,Danie1 Sanchez,..Antonio Sanchez...\fark Sanchez,.Michael Savala,Chad Schmidt,John Schmidt, Troy '" Senoff,Sergei Strornp..;\1ichael 7-191 i..-, ',-' January 2007 to Present Course Title WEST NILE UPDA TE ,Ustof Attendees:' . -, ". . Class D~te " 11112007 "..-. . UlIoa,Alberto Wilcox,Keith Zacharzuk,James Zuniga,Joaquin 7-192 /...:-:. .-0 151}1inute Safety j\.fee~O"S Attended hy A1J WW Crews January 2007 to Present ~==- Class Date Course Title -- --...~~.... ~~~~~~~ 1117/2007 SAFE DRIVING_ OBEY TR'\FFIC LA WS AND SPEED LIMITS ----- --_._~ 3/15/2007 LIFTING TECHNIQUES 4/6/2007 WORK SUN Sl\.1A.RT -.------.- ---- -----------------'-- ------------------------------------- 4/19/2007 WEST NILE VIRUS AWARENESS ----------------- ----- ------ ----------- --------- -----.----------. ..----.---...--.---- -........-..-.-..--.. .-._------~-,- 5/24/2007 SKIN CANCER_ HERE COMES THE SUN, KNOW WHA T TO DO 617/2007 CELLPHONE USAGE GuIDELINES ---------- ------------ - -- -------------------------------------------------------------------- ------------ ------------------------------------------------------ --------------------------- ----- -------------------------------- --- -- -------------- ------- - -- -- ---------------------------------- ---------,------ -------- ---------------------------------------------------------------- ---- -------- --------------------- ----------------------------------------------------------------------- 7/13/2007 WATCH YOUR BACK 7/3/2007 INDEPEN1)ENCE DA Y- DEADLIEST DA Y ON AMERICA'S ROADS 11127/2007 HEARING PROTECTION 9/20/2007 BACK uP SAFETY CHECKS_ REST & RECOVERY RULE HANDOUT 3/26/2008 - W1RELESS TELEPHONE LA WS F AQs 2/15/2008 INTERi\ffiT AND ELECTRONIC MAIL GUIDELINES --'----,._..-----------~_...~--...:-..- 4/3/2008 ERGONOMICS_VIERA TION ------------.---------.- --------.-----.--.---------."" -- ------------'-------------------------------- 4/17/2008 DRIVE SAFELY, TALK LATER 4/16/2008 REVISED SPILL REPORTING REQlvINTS ORD-2008-002_EXEC -..----- 5/15/2008 HEPATITIS A VACCINE 5/1/2008 CARPAL TUNNEL SYNDROME -----------.------- ----- --.-.-.---------.- ------ --------------------------- ----- 5/29/2008 HEAT STRESS --- ------------------------------------------------------------------- -------- - ------------------ ---------------------------------------------- ----- - ----------------------------------,----------------------------------- 6/26/2008 INSECT REPELLENT SAFETY 6/12/2008 LOWER SKIN CANCER RISK- RULES FOR SUN PROTECTION ------- ---._--~- 7/28/2008 HEA T STRESS 7/10/2008 NATIONAL EYE SAFETY MONTH/CCV TELEPHONE POLICY 7-193 J! j/\ 15 Minute Safety ~leetings Attended by AD WW Crews January 2007 to Present ,- -..... -~.~ "----. Class Date Course Title '__'~~_.... "':~~ 9/18/2008 GET ANSWERS YOU NEED DURING ACCIDENT INVESTIGATION 9/25/2008 DISASTER PREPAREDNESS 10/9/2008 HAND WASHING --,---,--~ ..--.--- -_.-.._-~-------.._- -----.--.-----------.-...-......-.---......-.-.--....------.. "--'-' -------------.---.----------.-..---.---------------- 1 I/13/2008 LOCKlTAGOUT REVIEW ll/14/2008 COPING WITH STRESS -----_._.,---------~----- 12/4/2008 WHAT IS CHEMICAL DEPENDENCY ----------_._,.._----------~--,-_._--- --.. .--.---.-----.- .......---.-..-..-----.-.--.----------.---.-.--.---.--- --.-.-.-.---------------------.---.-----.-----..-.----.----- I/8/2009 EFFECTIVE SPILL RESPONSE IN SEVEN STEPS ---- ------ - ----.......-.-.- ---'---'---'- 4/13/2009 CHEMICAL WARl'HNG LABELS 3/19/2009 HAZARDS OF WORKING IN CONFINED SPACES 2/26/2009 AUTOMATIC EXTER...NAL DEFIBRILLATORS I/22/2009 PREVENTING INJURIEs FROM SLIPS, TRIPS AND FALLS .-----.-----------.--------.--.----...--...-- ------.--.----..--.-----.--..--.-.--- --------...- --......--..-----.. ..--.--...-- --.----... . ----------. .-.----- .------------...--.-----.---.--------.---- .....---.. ---.------- -------.......---- '-'-..-.. '-"'- ----.........----.-. -_. 8/28/2009 CRANE SAFETY 7-194 Appendix K. 7-195 } 1_/ ~{/~ r ..~ ellY OF (HUlA VISTA Sewer Overflow Emergency. Response Plan California Regional Water Quality Control Board . San Diego Region ORDER No. 2006-0003-DWQ Revised 1-09 7-196 . . 1 ~') SEWER OVERFLOW EJYfERGENCY RESPONSE PLAL'T ~V?- ~- ---~-o: ---.;: CfiYOf CHUtA V1srA SEViER OVERFLOW EJYfERGENCY RESPONSE PLAN PURPOSE The City of Chula Vista O\VIlS and operates a diverse collection system that consists of pump stations, gravity flow sewer mains and force mains. These facilities are well maintained and normally should not result in any sewage overflows or spills. However, the possibility exists that unforeseen accidents, equipment failure or other events not controllable by the City could result in sewer overflow or spills. .This plan, when enacted in response to a sewer overflow or spill will reduce or eliminate public health hazards, prevent unnecessary property damage and minimize service interruption. GENERAL Normal and routine maintenance of the collection system allows the system to operate at its maximum design capacity. However, there may be times when an overflow or spill OCcurs. This Sewer Overflow Response Plan will help facilitate a timely and technically correct response. In order for City staff to accurately assess the level of response, the potential liability claims for property damage, and to accurately report overflows/spills to regulatory agencies the following definitions shall apply: SSO Categories I. Category I - All discharges of sewage resulting from a failure in the Enrollee's sanitary sewer system that: A. Equal or exceed lOOO gallons, or B. Result in a discharge to a drainage channel and/or surface water; or C. Discharge to a storm drainpipe that was not fully captured and returned to the sanitary sewer system. 2. Category 2 - All other discharges of sewage resulting from a failure in the Enrollee's sanitary sewer system. 3. Private Lateral Sewage Discharges - Sewage discharges that are caused by blockages or other problems within a privately owned lateral. STANDBY Standby duty is defined as that period of time assigned by the Appointing Authority in addition to the employee's normal work week during which time the employee must be available by City provided cell phone or pager to respond to sanitary sewer emergencies. SAFETY \Vbenever city staff responds to a report of an overflow/spill, they may encounter an emergency situation that requires immediate action. The most critical aspect of resolving an incident of this nature Page 2 of I ] 7-197 , ,II, SEViER OVERFLOW EMERGENCY RESPONSE PLAJ."\i is to safely, and competently perform the actions necessary to return service as Soon as possible and to keep health and environmental impacts to a minimum. . The most important item to remember during this type of incident is that safe operations always take precedent over expediency or short cuts. Depending on the nature or cause ofrhe overflow/spill, staff may be performing mechanical or electrical repairs at a pump station, removing mainline blockages with combination vehicles or repairing a damaged section of pipeline. All essential safety procedures are to be followed so that the response does not cause the situation to escalate. Responses may require staff to implement the following types of safety procedures: · Lockout/Tagout of equipment for repair · Confined space entry procedures · Traffic Control procedures at site · Trench and shoring procedures .. Equipment and/or vehicle operation .. Use of personnel protective equipment Communication is critical when responding to an overflow/spill; communication is' maintained via 2- way radio or cell phone. Staff may need to call for additional personnel as the situation may warrant, notify a Supervisor of the situation, and or to report overflow/spill to the proper authorities. PROCEDURES When Standby receives notification of a possible sanitary sewer overflow/spill, he or she 'Will take immediate action and. gather as much information as possible to determine the staffing and equipment needed for the response. This section will provide step-by-step procedures explaining the actions to be taken in response to an overflow/spill. The procedure will based upon the type overflow/spill inClUding: mainline blockage, force main failure, pump station failure, and private line/lateral failure. . Traffic and Crowd Control \Vhen responding to an overflow/spill location, staff will need to assess extent of area affected. Staff will determine type of traffic or crowd control to secure area from public contact. Below are methods used; 1. Use of traffic cones, barricades or warning tape to detour vehicle and pedestrian traffic safely around area. 2. Use ofreflectorized clothing when working at night. 3. Use of proper traffic control patterns and advance warning signs as outlined by San Diego Regional Standards when working in the roadway. 1. Mainline Blocka~ 1. Contact property Owner or person reporting the overflow/spill and obtain information on location to determine if the spill is within the city's service area. Page 3 of 11 7-198 .,,- SEVIER OVERFLOW EMERGENCY RESPONSE PLAN 2. Upon """I " the Oyertlowl'pill Iooo"on, m<ti<, a d'''nnination " to th, 'oom, of th, overflow/spill. 3. Secure area by placing cones or barricades around the affected area. 4. All re"ombl, m,thod, to oon"'in OY'rtlowl'pill ,hall '" o"d " 'oon " po"ibI, to P''''nt overflow/spill from expanding. Examples of reasonable containment methods are: 5. ""p"t flow oondition in ""'oturelmanhol" op and dO_lream frum th, O~rtlowing structure/manhole to detennine the location of the blockage. 6. U" hYdeaolio (oombination d'an,,) oc m"haoioaJ (roddin. ""'Ohin,) "oipmon, to relie~ th, blockage as soon as possible. 7. Once the blockage has been removed or problem is corrected and overflow has ceased, use the combination machine (Vac-ConlVactor) to vacuum up the spill debris. Call additional personnel if needed to reCOver spiJJ and begin the decontamination process. 8. If property damag' h" ocO"",d, notify a Wa~,wa"t Sope",i"" imm'dia"ly '" pho'o,,",ph, of the damaged area can be taken for risk management records. 9. Provide proper cleanup, removing any debris and disinfect affected area to minimize health hazards and or environmental impacts. 10. Do not volunteer infonnation on liability. Only neutral comments shall be used by city staff indicating that the liability issue cannot be detennined until all relevant infonnation has been evaluated. Be polite and sympathetic to the property owner's concerns. ASsure them that regardless who is at fault, you are there to assist them in expediting the cleanup. 1. Vacuuming with combination vehicle ii.. Building a dikelbenn Ill. Sandbagging/Geo Logs IV. ByPass Pumping (HighJine) A. If Overflow/Spill is Inside Structure I. Assist the owner of the structure in caLling a professional cleaning service for proper cleanup. 2. Draw a diagram of area affected by overflow. Note any water damage to private property. Take photographs of damaged area to assist Risk Management in settling potential claims. B. If Overflow/Spill is Outside the Structure 1. When possible, recover spill by vacuuming using combination machine (Vactor). 2. If area is inaccessible, remove debris by means of rake and shovel and disposed of properly. . 3. Wash area down and disinfect area. 1 I. Advise the property owner/occupant of procedure for filing a claim for damages with Risk Management. 12. Make certain that the city's mainline is functioning properly before leaving the area. 13. Comple" all re,oked reporu with pOrtin'nt d"'il, indoding "tin,.te of 'pill yolome. Tom in all reports to a Wastewater Supervisor at the start of the next workday. (See County of San Diego Reporting requirements and Reporting Table on pages 9 & 10). Page 4 of] 1 7-199 SEWER O\1ERFLOW ENlERGENCY RESPONSE PLAN II. Force Main Failure In the event that a spill occurs due to a leak from a force main, the following actions will be taken; 1. The leaking force main will be isolated and if necessary, bypassed if the pump station retention area does not offer enough time to make the emergency repairs to the pipeline. High lining or the use of a temporary pipeline maybe installed so that sewage can be pumped around the affected area. 2. City personnel or an approved contractor, depending on the damage, location, volume of overflow and depth of pipe, may complete repairs to the force main. 3. If any overflow from the force main leakage discharges onto private property, public right-of-way or to surface waters, carry out the provisions for containment, reporting, and clean-up as described in 1. Mainline Blockage. III. Pump Station Failure 1. Most pump stations are equipped with a Supervisory Control And Data Acquisition (SCADA) . to monitors pump stations around the clock. Set point for low and high water thresho.lds are set to alert the City staff of a pump station system failure. 2. City staff will check the status of alarm utilizing the interface via their desktop workstation or portable laptop and determine if a remedy can be made remotely, or whether staff needs to go to the lift station. 3. If a crew visit is warranted, Upon arrival at the pump station, a determination is made as to what extent of action is required. Staff performs the necessary actions to return the pump station to normal operations. 4. If an overflow has occurred, staff carries out provisions for containment, reporting and cleanup as described in Section 1. Mainline Blockage. CONTINGENCIES FOR PU?vlP STATION POWEROUT AGES A1~1) F AlLURES The City O\-\TIS three auto start dry-prime portable pumps for emergency wastewater management. 1. Godwin CD100M 4" Dry Prime portable pump. 2. Gorman-Rupp PA6C 6" Dry Prime portable pump. 3. Powerprime 8"x 6" Dry-Prime High head portable pump. Additional Equipment 1. Hose reel trailer with 4 "& 6" lay flat pump discharge hose. Approximately Yz mile of flexible discharge hose and Y.. mile of ridged aluminum highline pipe. Emergency Phone Numbers For Equipment Rental or Service. 1. Generator Service or Rental; Bay City Electric Works 24 Hr. Emergency Phone _ I (858) 268- 9130. 2. Pump and Highline Rental: Rain For Rent 24 Hr. Emergency Phone 1(909) 653-2 171. Page 5 of II 7-200 SEViER OVERFLO\V ENfERGENCY RESPONSE PLAt'! CONTINGENCY PLAl"I BY STATION Public Service Building, PS-01, Police Station (276 Fourth Ave.) >- Power Outage-Station is outfitted with emergency generator for pump power. >- Pump Failure-Has second pump, Station is equipped with backup control system. >- Forced Main Failure - Combination truck can maintain wet well level and service to building. G St., Power. PS-02, (890 G St.) >- Power Outage-Station is outfitted with emergency generator for pump power. >- Pump Failure-Has second pump. A properly sized portable pump can be brought to site to maintain flows. >- Forced Main Failure-Combination Truck can begin to maintain wet well level and service to building until highlinelbypass sewer pumping can be setup. Police Department PS-07, (350 GF Street) >- Power Outage-Station is outfitted with emergency generator for pump power. >- Pump Failure-Station has second pump and equipped with backup control system. Two additional pumps are stored at CVPW warehouse. >- Forced Main Failure-Combination Truck can begin to maintain wet well level and service to building until a highlinelbypass sewer pumping can be setup. Hilltop, PS-ll, (940 Hilltop Dr.) >- Power Outage-Rented Generator to maintain safe level until repairs can be made. >- Pump or Force Main Failure - Portable pump can be connected to emergency pump connection or combination truck. Parkside Dr. PS-12 (598 Parkside Dr.) >- Power Outage-Station has a back-up Natural Gas engine that drives pump. >- Pump or Force Main Failure-Pump using highline to maintain safe level until repairs can be made, Max Field, PS-15 (1500 Max Ave.) >- Any failure-Secure all sources of influent sewage by locking restrooms. If necessary to keep restrooms open, sewage can be pumped using highline or Combination truck to maintain safe level until repairs can be made. Auto Park, PS-17(560 auto Park Dr.) >- Power Outage-Station has a back-up Natural Gas engine that drives pump >- Pump or Forced Main Failure-Station is equipped with dual forced mains in case one fails. In the event of both force main failure, wet well can be pumped using highline and/or a combination truck to maintain safe level until repairs can be made. Eastlake Parh..-way, PS-22(1196 Eastlake Pkwy) (Station is currently being phased out. Station will be bypassed to a gravity flow and decommissioned by early 2009) >- Power Outage Station-Has back-up diesel generator for emergency power. >- Pump or Force Main Failure-Will be managed with a highline and/or combination truck(s) to maintain safe level until repairs can be made. Page 6 of! I 7-201 SEvVER Ov'ERFLOW E.MERGENCY RESPONSE PLA.1'{ Rancho Robinhood II, PS-24, (277 Surrey PI) )- Any failure-Can be managed with a portable pump or combination truck until repairs can be made. Rancho Robinhood II, PS-25(375 Corral Ct) )- Any failure-Will be managed with a combination truck until repairs can be made. , Olympic Training Ctr. II, PS-28, (1750 Wueste Rd) )- Pump failure & Power Failure-Station has auto shutdown of water to facility if wet well reaches high water alarm level. )- Forced Main failure-Station has dual forced mains if one were to fail. Agua Vista, PS-29, 800 Agua Vista) )- Power outages-Station has a diesel generator as backup power supply. ;;. Pump or Force Main Failure-Station has a set of underground detention vaults capable of containing '6 hours of average flow. Station is equipped with dual forced mains and has an emergency pump connection. Salt Creek, PS-30, (2750 Otay Lakes Rd) )- Any Failure-Close restroom (Only source of wastewater) or service \vith combination truck. IV. PRIVATE LINE/LATER.\L FAILURE 1. If it is determined that the overflow is originating from a private line or lateral, the owner or property manager will be notified that they are responsible for corrective actions. 2. If any overflow from a private line or lateral discharges onto public property, public right-of- way, or onto surface waters, staff will carry out the provisions for containment, reporting, and cleanup as described in section 1. Mainline Blockage. 3. If it is determined that the overflow/spill is originating from a sewer lateral staff will follow the City of Chula Vista Council Policy, Sewer Maintenance Resolution No.4377. If all the criteria are met in the City policy, staff will assist the homeowner or property manager to take corrective action to relieve the blockage. NOTE: STAFF MUST FOLLOW ALL REPORTING REQUIREMENTS AS OUTLIl'"iED IN THE STATE WASTE DISCHARGE REQUIREMENTS (WDR), MOl\il:TORING & REPORTING PROGR<\lVl REQUIRElYIENTS NO.2006-0003 WDQ Page 7 of 11 7-202 /1.' /' tj....;' . ! I SEWER OVERFLOW E.MERGENCY RESPONSE PLA..N Chula Vista Public Works Sewer Flow Chart Spill Reporting Page 8 of II 7-203 i ~.:: ~.! J Appendix L 7-204 -~ Sanitary Sewer Overflow Summary Year it of Spills Overflow Volume Volume Recovered 2001 13 3,424 2,544 2002 9 10,935 7,690 2003 14 11,130 1,900 2004 16 73,792 8,697 2005 9 5,445 1,525 2006 14 2,337 2,202 2007 4 6,938 5,200 2008 2 200 50 2009 1,500 700 Tuesday, April 07, 2009 7-205 i Appendix M 7-206 ;/;0' ./0..:::,) ~V?- -~ ,...- ~ - -- ~ - - eflY Of CHUlA VISfA Wastewater Engineering F.O.G. Fats, Oils and Grease Food Establishment Water Discharge Name of Facility LOS PA1~CHOS TACO SHOP Address: 1009 THIRD A V City: CHULA VISTA State: CA Zip: 91911 Phone (619) 422-1180 Operating Since: I b'ear) Ownership Information Ovmer Name Address: DL<\Z LlilS J&j'yfARIA G 2004 FAMILY TRUST 01-28-04 2815 VIA DEL CABALLO BLAN Contact Person: I (619) 422-1180 Section B Kitchen Equipment #of Fryer Yes I No Char broiler Yes No Grill Yes I No Stove Yes No Oven Yes No Wok Stove I Yes No Other (explain below) I Yes No Sinks # of Hand I Yes No Vegetable I Yes No Mop I Yes I No Other (explain below) I Yes I No 7-207 ,--7/ Other Equipment Garbage Disposal Yes I I No I Walk in cooler Yes I I No I Dishwasher Yes I I lio I Other (explain below) I Yes 1 I No I #o[ Section C Food Preparation Please check the following types of food you prepare D Pre-Cooked Foods o Frozen Foods o Canned Foods o Fried Foods o Baked Foods o Catered Foods o Wok Foods o Fresh Produce o Off Site prepared food o Grilled or baked meats Section D Do you recycle spent oils and grease? DYes o No If Yes, please explain briefly the program and the grease handling procedures, including information on equipment. 7-208 ./ 16:, If NO, do you plan to initiate one? DYes o No If Yes, what is the proposed program and schedule? Grease lVfanagement Services Section E Grease Dumpster DYes o No Size I Drain size Grease Interceptor DYes [J No Under Sink trap DYes o No Recycle Holding Tank DYes o No Name of company responsible for cleaning Traps/Interceptors Name: Title: Signature: Date 7-209 /' I !.,/>, Appendix N 7-210 1 ,,,," : .~; SUBDIVISION MANUAL SECTION 3: GENERAL DESIGN CRITERiA Section 3-300 Page 2 Revised 7/1/2002 3-300 SEWER DESIGN CRITERIA 3-301 Design capacity sewer trunks and mains; - The design criteria for public sewers is based on residential (R1) zoning anG land use with a density of 4 dwelling units per acre and 3.3 persons per dwelling unit. Use these figures unless more accurate population or land use studies are available: 3-301.1 Sewage production (1) Residential = 80 gallons (304 Ipcd) per capita per day (gpcd) or 265 gallons (1006 liters) per EDU, per day. (2) School flow: a) Elementary Schools: 15 gpcd (57 Ipcd). b) Junior High and High Schools: 20 gpcd (76 Ipcd). (3) Commercial/lndustrial/Church: 2,500 gpd/acre. (4) Parks: 500 gpd/acre. (5) Peak to average ratio: See CVDS 18. 3-301.2 Pipe design capacity based on Manning's flow equation: (1) Use 1/2 full design flow for diameters up to and including 12 inches. (2) Use 3/4 full design flow for diameters greater than 12 inches (30cm). (3) "n" factors a) for vitrified clay or reinforced concrete pipe: 1) n = 0:013 for pipes up to 21" (53cm) diameter; 2) n = 0.012 for pipes greater than 21" (53cm) diameter; b) for PVC pipe, n = 0.012 for PVC pipe all sizes. .(4) Velocities: a) Minimum = 2 feet/second (.61 m/s). See Section 3-302.2(6) also. b) Maximum = 12 feet/second (3.6m/s) (except as approved by City Engineer). 7-211 _.~--,~,' SUBDIVISION MANUAL SECTION 3: GENERAL DESIGN CRITERIA Section 3-300 Page 3 Revised 7/1/2002 3-302 System Design Criteria 3-302.1 Minimum Pipe Sizes (1) Public Sewer mains: 8 inches (20cm). (2) Sewer laterals: 4 inches (10cm). 3-302.2 Grades (1) Grades shall be determined by using design flow and velocities with the exception that minimum grade for 8" (20cm) sewer shall not be less than 0.4%. (2) Sewer construction on grades of 20% or more, in newly compacted fills, shall use concrete anchors per Regional Standard Drawing No. S-9, at intervals of not more than 40 feet (12m), between anchors. Backfill shall be rounded over trench. (3) Sewer constructed on grades of 20% or more, under conditions other than above, shall use cutoff walls per Regional Standard Drawing No. S- W. at intervals of not more than 40 feet (12m), between cutoff walls. (4) Grades above 65% shall use cast iron pipe, Class 150, without bedding. (5) Portions of sewer systems, which serve the equivalent of less than 10 residential lots, shall be constructed at a minimum grade of 2% if vitrified clay pipe is used or 1 % for PVC pipe. (6) Sewer mains that do not sustain 2 fps at peak flow shall be designed to have a minimum slope of 1 %. " 3-302.3 Cradle/Encasement Requirements Depth ;(depth of cover is measured from the top of pipe to finish grade) (1) pve - Per Manufacturer's Recommendations for long-term deflections not to exceed 5%. 3-302.4 Trenching and Backfill Regional Standard Drawing No. S-4. 3-302.5 Deep Sewer Requirements (1) Deep Sewer Connections - Sewer mains greater than 15 feet "(5m) deep with lateral connections shall be constructed in conformance with cves 14. Parallel sewer line shall be constructed for the full length of t.he deep sewer. 7-212 SUBDIVISION MANUAL SECTION 3: GENERAL DESIGN CRITERIA Section 3-300 Page 4 Revised 7/1/2002 (2) Deep Sewer Laterals - Sewer laterals greater than 15 feet (5m) deep shall not be permitted without written approval of the City Engineer. A shallower, parallel sewer main shall be constructed to receive the lateral flows. The shallower sewer main shall connect to the deeper sewer at a manhole. (3) Deep Sewer Mains - Sewer mains greater than 20 feet (6m) deep shall be constructed with PVC pipe, Class 900 for pipe diameters 12- inches or less and Class 905 for pipe diameters greater than 12- inches, from manhole to manhole. 3-302.6 Manholes (1) Sewer manholes shall be per Regional Standard Drawing Nos. S-2 and M-3. (2) Maximum distance between manholes = 400 feet (122m). (3) Maximum distance from manholes to plugs on grades not exceeding 7% = 200 feet (61 m). (4) Manholes shall be provided as determined by the City Engineer. (5) In a cul-de-sac, all sewers shall terminate in a manhole. (6) Sewer Cleanouts shall be provided at a maximum of 100 foot (30m) intervals for sewer laterals. (7) The manhole connecting a force main and gravity sewer and the four downstream manholes, shall be lined with T-Iock or equivalent. (8) Locking manhole covers per RSD M-4 shall be used on all major and prime streets at all intersections. 3-302.7 Sewer Locations (1) Sewer Trunks and Mains a) Sewer trunks and mains will normally be located on the centerline of streets for streets without medians unless otherwise approved by the City Engineer. b) Sewer trunks and mains will normally be located in the center of the driving lane for streets with medians unless otherwise approved by the City Engineer. c) The angle of connection in manholes for sewer pipes greater than 10" in diameter shall not exceed 450 and 30' minimum shall be provided between the manholes unless otherwise approved by the City Engineer. Manholes shall be centered in driving lanes. 7-;-213 i/,,() SUBDIVISION MANUAL SECTION 3: GENERAL DESIGN CRITERIA Section 3-300 Page 5 Revised 7/1/2002 d) Sewer mains between residential lots should be avoided to the maximum extent possible. (2) Sewer Easements a) Sewer easements shall be equal to the pipe diameter plus ten. feet (3m) or a minimum of 15 (4.6m) feet in width, whichever is greater. Sewer easement shall not split residential lots unless specifically approved by the City Engineer. b) Permanent obstructions within (or over) the easement which would hinder the maintenance of sewer facilities within the easement (i.e. fences, walls, steep slopes, overhanging eaves) are not allowed. c) Easements shall be granted to provide access to all sewer manholes. (3) Sewers that may be extended in the future shall be constructed to the boundary of the land being developed, or to the end of permanent improvements as determined by the City Engineer. (4) Sewer and water lines paralleling each other shall be separated by a minimum of 10 feet (3m). (5) Sewers crossing water lines shall cross under the water line. (6) Deep sewer connections shall be in accordance withCVCS14. 3-302.8 Sewer constructed along curved alignments (1) Horizontal Alignment: a) Minimum pipe centerline radius shall conform to "Green Book" specifications (Table 306-1.2.13 (C)). Lesser radii may be approved in accordance with manufacturers specifications upon approval of the City Engineer. b) Curves of radii exceeding 200 feet (61 m) may be formed by the deflection of each joint or by use of specially beveled pipe. c) Curves of radii equal to 200 feet (61 m) or less will use two-foot length pipe for every other length when using joint deflections. d) Short radius curves may be formed by the use of short pipe with deilected joints, beveled pipe, or a combination of both. (2) Vertical Curvilinear Alignment. Although straight grades al'e preferred between manholes, vertical curves, using criteria given for horizontal alignment, above may be used upon approval by the City Engineer. 7-214 , / (,,/ S[}Bot~S[0,N MANUAL SECTION 3: GENERAL DESIGN CRITERIA Section 3.300 Page 6 Revised 7/1/2002 3-302,9 Sewer Laterals (1) All sewer laterals shall be in accordance with Regional Standard Drawing Nos, S-13. (2) Deep sewer lateral connections shall be in accordance with cves 18. Sewer laterals deeper than 15 feet are not allowed without written approval of the City Engineer. (3) Minimum grade for sewer laterals is 2%, unless otherwise approved by City Engineer. (4) Each sewer lateral shall have one sewer cleanout placed at the property line per CVCS-20 and CVCS-21. If the edge of sidewalk is at the property line, the c1eanout shall be placed within the adjacent general utility easement. . (5) To the maximum extent possible, sewer laterals shail not be placed under driveways. 3-302.10 Private Sewers (1) Private sewer mains shall be designed to public standards and shall be submitted for review and approval by the City Engineer. 3-303 Force Sewer Mains and Sewer Pump Stations 3-303.1 General (1) Construction of force sewer mains and sewage pump stations shall be avoided unless other options are unavailable. Permanent sewer pump stations are not desirable and generally will not be approved. Permanent or temporary sewer pump stations may be approved only in accordance with the provisions of City policy No. 570-03, adopted by Resolution No. 17491. (2) Easements shall be granted to the City of Chula Vista for all temporary pump stations, as deemed necessary by the City Engineer. Documents granting said easements, shall be recorded prior to City acceptance of the pump station. Penmanent pump stations shail be located on parcel(s) granted, or owned, in fee to the City of Chula Vista. (3) Developer shall enter into agreements with the City of Chula Vista that define pump station maintenance, operation, billing, responsibilities, and acceptance of temporary pump stations. Said agreement shall be approved by the City Council and be in accordance with City Policy No. 570-03. 7-215 ,I:~ .?- Appendix 0 7-216 i {,?, I ./-- 50mm (2") AC PAVEMENT FlNISH GRADE 150mm (6")1YP~ TYPE A MAINS FOR 150mm (6') AND 200mm (8') 50mm (2") AC PAVEMENT FlNISH GRADE 150mm TYPE B SEWER LATERAL CLEAN OUT NOTES: 1) REFER TO AGENCY SPECIFlCA TlONS WHERE APPLICABLE 2) CLEANOUTS TO BE INSTALLED AT THE END OF MAINS WHERE INDICA TED ON THE PLANS 3) CLEANOUT PIPE TO BE SAME SIZE AND MATERIAL AS SEWER MAIN UP TO 200mm (8") 45) BACKFILL TO TOP OF 45" BEND WITH 19mm (3/4") CRUSHED ROCK ) MATERIALS SHALL BE SELECTED FROM TI-iE AGENCY'S APPROVED MATERIALS LIST 45' ELBOW 19mm (3/4') CRUSHED ROCK PIPE BEDDING SEWER MAIN 19mm (3/4') CRUSHED ROCK SEE NOTE 4 STANDARD WYE BRANCH INSTALL PLUG AND CONCRETE LUG SAN DIEGO REGIONAL STANDARD DRAWING ITEM NO SIZE AND DESCRIPTION CD 300mm <,12") CI CLEAN OUT BOX COVER MARKED SEWER' AND AGENCY NAME AS REQUIRED CONCRETE RING 300mm (12") PYC, C-900 x 380mm (15") LONG (CLEANOUT BOX) SIZE x REQUIRED LENGTH PYC PIPE @ o @ Revision By Approved Date ORIGINAL Kercheval 12 75 Add Metric T. Stanton OJ/03 Replaced 5-0 J. Tomasulo 03/05 ---{) LEGEND ON PLANS ITEM NO SIZE AND DESCRIPTION ffi 0312412005 SEWER CLEANOUT DRA WlNG NUMBER SC-01 7-217 //jI 125m (5") ?'~":." , ~~'.' . << ' .,.". l,' ~~' ".: ~~;(l' :. 01'; ~ ~(f, I (5") MIN GRADE __SLOPE . ~ ' .. . ~ . ( ; :": .' >",. " ~ . ~ . . '" ' ~~~~~;Wv' SHALLOW MANHOLE SECTION ~ ' ~. NOTES, 6~~~_03'~ 1) REFER TO AGENCY SPECIFlCA TIONS WHERE APPLICABLE . 2) VERTICAL WALL OF CONE TO BE ON THE UPSTREAM SIDE OF MANHOLE SEE SM-05 FOR ACCESS LOCATIONS 34) FOR MANHOLE BASES SEE SM-03 ) MANHOLES FOR MAINS 450mm (18") AND LARGER SHALL BE COATED AND LINED PER SM-07 5) MATERIALS SHALL BE SELECTED FROM THE AGENCY'S APPROVED MATERIALS LIST ITEM NO CD @ Revision . ORIGINAL Add ~etric eplcc:cd s-o V1 W c:: :;: LEVEL SHELF __SLOPE SIZE AND DESCRIPTION ITEM NO ~ 900mm (36") MANHOLE FRAME AND TWO CONCENTRIC COVERS SEE S.D.R.S.D. M-3 900mm (36") DIA GRADE RING(S) 150mm (5") TO 450mm (18") HIGH ECCENTRIC CONE SEE NOTE 2 1200mm . (48") DIA RING(S) VARIABLE HEIGHT ~ @ @ WA TER TIGHT JOINTS SEE SM-05 SEWER MAIN MANHOLE PIPE CONNECTOR SEE SM-04 FIELD INSTALLED INVERT SEE SM-04 CONCRETE BASE, PRECAST OR CAST IN PLACE 150mm (6") OF 19mm (3/4") CRUSHED ROCK . By Approved Date Kercheval 12 75 T, Stenton 03/03 J. Tomcsuio 03/05 1200mm (48") ---0--- LEGEND ON PLANS SIZE AND DESCRIPTION SAN DIEGO REGIONAL STANDARD DRAWiNG 1200mm (48") DIAMETER PRECAST MANHOLE INSTAUATION 7-218 DRA'MNG NUMBER SM-01 ./ J/.'.." rFlNISH GRADE 125m (5") V1 w E2 ~ __ SLOPE . .. . ;~ ~ . . " t- ' (.~~~~~--'~'- (6") MIN SHALLOW MANHOLE SECTION __SLOPE l>' . . ~. . . ~ . . . _~ I> . . .~ ,,,,.",. , .~ " ,:0. . ." . '" ~1t;;S~~~7-;" -'-'\6~.~~~t~:~i- 9 SECTION LEVEL '" ~ NOTES: SEE SM-03 "'--@ 1) REFER TO AGENCY SPECIFICATIONS WHERE APPUCABLE 2) VERTICAL WALL OF CONE TO BE ON THE UPSTREAM SIDE OF MANHOLE SEE SM-05 FOR ACCESS LOCATIONS 34) FOR MANHOLE BASES SEE SM-03 ) MANHOLES FOR MAINS 450mm (18") AND LARGER SHALL BE COATED AND UNED PER SM-07 5) MATERIALS SHALL BE SELECTED FROM THE AGENCYS APPROVED MATERIALS UST ITEM NO CD @ ~ Revision ORIGINAL Add Metric Rcplcced 5-02 1500mm (60") ---0--- LEGEND ON PLANS SIZE AND DESCRIPTION ITEM NO SIZE AND DESCRIPTlON 900mm (36") MANHOLE FRAME AND TWO CONCENTRIC COVERS SEE S.D.R.S.D. M-3 900mm (36") DIA GRADE RING(S) 150mm (6") TO 450mm (18") HIGH ECCENTRIC CONE SEE NOTE 2 1500mm (60") DIA RING(S) VARIABLE HEIGHT ~ @ @ WA TER llGHT JOINTS SEE SM-05 SEWER MAIN MANHOLE PIPE CONNECTOR SEE SM-04 FIELD INSTALLED INVERT SEE SM-04 CONCRETE BASE, PRECAST OR CAST IN PLACE 150mm (6") OF 19mm (3/4") CRUSHED ROCK By Approved Date Kercheval 12/75 T. Stonlon 03/0J J. Tomasulolo.3/05 I SAN DIEGO REGIONAL STANDARD DRAWING 03/2412005 1500mm (60") DlAMffiR PRECAST MANHOLE INSTAUATION DRA'MNG NUMBER SM-02 7-219 l~~ (~ NOTES: 1) REFER TO AGENCY SPECIFICATIONS WHERE APPUCABLE 21 FOR MANHOLE INSTALLATIONS SEE SM-01 AND SM-02 3 MANHOLE BASES FOR MAINS' 450mm (18n) AND LARGER SHALL BE COATED PER SM-07 4 LOWEST POINT ON SHELF SHALL BE EVEN WITH TOP OF PIPE 5 MATERIALS SHALL BE SELECTED FROM THE AGENCy'S APPROVED MATERIALS UST Revision IB RECCMMENDED BY THE SAN DIEGO SAN DIEGO REGIONAL STANDARD ORA WING REGIONAL ;;TANDARCS COMMITTE ORIGINAL 125m (5") 200m (8") CHANNEL SHALL BE VERTICAL ABOVE SPRING UNE .....' ,). ~?"l ~ ' ;"" "'1 .' ~~'t':.' :.'~' <>t ~ . #. , '. . -~ ,'.:>.:. r~; ;": ". ", '.' ( ....-., .... . ... ~ , ~ . ~ < . # ~ 1.' ~. )0 . l- '"'"' . ". ". '. . ~~~~~~~~'- ,': ' ; , .. , . ~ 'j , .)' C)' ;....-. , ~ :.. . ~",: . ; .. -' , --J~~~j-2ff:~'}~~ " 250mm (10") MIN SECTION Add Metric SEWER MANHOLE BASE e?laced 5-0 7-220 SEE NOTE 4 RING(S) WATER TIGHT SEAL PER SM-05 SLOPE 1 :12 MANHOLE BASE 150mm (6") OF 19mm (3/4") CRUSHED ROCK BASE 03/24/2005 DRA WING NUMBER . SM-03 /' /0' / RUBBER GASKET CAST INTO MANHOLE NO GROUT STAINLESS STEEL NOT GROUT KORBAND WAlL OF MANHOLE BASE FLEXISLE CONNECTOR SEWER MAIN DO NOT GROUT PRECAST MANHOLE BASE PRECAST MANHOLE BASE TYPE 'A' J ~ .? ~~~i: .~ :'.~ ~ .~ ~.~. ~ .~ r.." '. : ~ / - - . : J>..)... .)" ~.. i\o. <I ' J ~ - ~ ' ~ \ i'. '.. ... ... ~,,' ~ . ,'>. ~ '. ...... " ;> SEWER MAIN PIPE CLAMP PRECAST MANHOLE BASE PRECAST MANHOLE BASE 1YPE 's' RUSBER a-RING STRETCHED OVER SEWER PIPE WAll OF MH BASE RUBBER O-RING STRETCHED OVER SEWER PIPE SEE NOTE 2 EXIST WALL OF MH BASE GROUT '.' " ...: t.~ .~:,~,~.~ ~~~.~ .<.~: :<>.)~.: :'_~ / : - . - . -' "".' , . . .. ~.. .. ::.. .;. ;:, .;'1< ;; l " '~,', ", ;",':, ' ,> . .. '. SEWER MAIN SEWER MAIN I~: . .~ . , )-' '. EXISTlNG MANHOLE BASE CAST IN PLACE MANHOLE BASE BREAKING INTO EXIST MANHOLE BASE NOTES: 1) REFER TO AGENCY SPECIFICATIONS WHERE APPLICABLE 2) A RUBBER a-RING OR A FLEXIBLE CONNECTOR (AS SHOWN IN PRECAST MANHOLE BASE TYPE 'B') CAN BE USED WHEN BREAKING INTO EXISTING MANHOLE 3) FOR MANHOLES REQUIRING COATING AND LINING SEE SM-07 4) MATERIALS SHALL BE SELECTED FROM THE AGENCY'S APPROVED MATERIALS LIST Revision By I Approved Date RECOMMENDED 9Y 'THE SAN DIEGO SAN DIEGO REGIONAL STANDARD DRAWING REGlONAL TANOAROS COMMITTEE I '[L.?<. N 03/24/2005 ORIGINAL Kercheval 12 75 T, Stantan 03/03 J. iomcsulo 03/05 MANHOLE PIPE CONNECTORS DRAWING NUMBER SM -04 Add Metric Replc:::ti s-oz 7-221 I // Ii/, //~,tl , ',', I " ~, , , i ' , , ' f : \ I ; I ! /-~, ' , 'II' , \ ,/ i A \ ' '",- : : II ! /: ,,'. ~ ,. ",' /~,'tl "'- " I '. L-.,/ \ i--_ i ~;~I t-l \ / \"U// /~ / it I ''\ / ) \, \ ,'----j '-----\ I~ """'-1 \\,' (f ~ ~>) SEE //~l" " , II ' ! ! \ (1YP) ACCESS LOCATION PLAN VIEW RUBBER GASKET . io-,r:-l BU LKHEAD " ; ~ SEE NOTE 4 V:~ - -:---i\i MANHOLE J T7 !ti, INVERT ~ ,:::I / U'-PLUG '~" ; ':'- r-~.. < ';2NER MIAN '" .. . . . ~ . 1 N ET -1-'" p,,' ;'" > :,' '-',':~MANHOL~ ~~S; ;~'- WALL OF MANHOLE ~ i,f'~ ~::~. -,,':1 FILL VOID WITH ~ "!' '., ,; ,',:" ' MORTAR IF REQUIRED ~;' ,;:. ,'.'::; I L:: :,:,~', ;'ti ;":1 VARIES L,-",:' > ,:, ',,:','n! t i,,:>';i~ ;:.; i l/''': ;'~. ,l:l 1 ~:j;,~j 900mm(36") , SEE NOTE 4 AND 5 , W,".ERTIGHT SEAL MANHOLE STUB OUT FOR FUTURE CONNECTION 0::: i- 5' ~u::: 0 ~E~ ~ Cl,1:::0 W u IN ~ ~ 0 ~E'::'C:: E'::! "Ew LL l- wu ~~EW -lw E 00::: 0,,- _ 0 U Itn t:' n Z Z OC> 0 <:U1 "" f x U ,_~:L_ >(~;~;2(t ':&Jf:~~j ~~ <;-;:::,<. "j MANHOLE~~~ PAVED AND TRAVELED AREAS TYPE A 0::: W z;:: is wc..:l u ~F~ ~ Cl,~o W U '--""~N ~ ~ 0 <: E_~.O::: O:::w _ L1..c;: ("' E~ wu C'J~E:w -l,.w =lo a::::: 0 n EOg~ ~Ui o C> 0 <:1U1 ""fXU :E<: , ,Y /;~'/4/::V {: >,;Jfi---,.L3 '<(\"...;', ~ :'<',']"':''7'-11 '''A., ' ;2;;~: - ~~";' MANHOLE~~~ PAVED AND TRAVELED AREAS 1YPE B WATERTIGHT MANHOLE JOINT 0::: W > o U U1 U1 Wo ~:=: w W =>0 ~ r-. rZ e::::B <: r.ow \..:...c;: ~ '-"'::Q w(3 .,- E3 0::: BW (fJ E5 ~<_ Ie, 0= Z Z U"):- 0 <V1 L:...,....O 2: ~< I 1:h~~C~='G'~ "-;t.(Rf~4 - ,-'1,,'.1 #3 BAR '-"'-~MANHOLE UNPAVED, UNTRAVELED, SHOULDER AREAS, AREAS IN EASEMENTS 1YPE C O;i NOTES: 1) REFER TO AGENCY SPECIFICATIONS WHERE APPLICABLE 2) VERTICAL WALL OF CONE TO BE ON THi: UP STREAM SIDE OF MANHOLE 3) FOR MANHOLES REQUIRING COA,TlNG AND LINING SEE SM-07 4) STUBS SHALL BE BULKHEADED AT THE MANHOLE END 5) SEWER MAIN TO BE LAID WITH BELLS UP-GRADE 6) MATERIALS SHALL BE SELECTED FROM THE AGENCY'S APPROVED MATERIALS LIST Revision By Approved Date ORIGINAL I Kercheval 12/75 Add Me!....:c I Ii. Star.ton 03/03 Reoloc~ 5-02 I J. I I SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTE=:: MANHOLE MISCELLANEOUS DETAILS iomasulo 03/05 I I 7-222 192"-5 Date DRAWING NUMBER SM-05 , /' )i>i SEE DETAIL 'A' /"--'" I I -> PVC UNER SEE NOTE 3 ''. .'. "..... ,,'. :; ~,: " :~.; ) ~ : ) ~ ~",: ,). , MANHOLE FRAME &: COVER SEE SM-05 1500mm (60") DIA MANHOLE SEE NOTE 2 \ \ I ~SEE DETAIL'S' MANHOLE BASE SEE NOTE 4 WALL OF MANHOLE PVC IN R SEE NOTE 3 100mm 4") PVC BAND HEAT WELDED TO pye UNER 25mm 1") PVC WELD STRIP HEAT WELDED l~-ll~1,~ AND BAND DETAIL "B" MANHOLE JOINT SECTIONS NOTES: 1) REFER TO AGENCY SPECIFICA TlONS WHERE APPLICABLE 2) MANHOLES FOR SEWER MAINS 450mm(lS") AND LARGER SHALL BE COATED AND LINED 3) MANHOLE SHAFT AND CONE SECTlONS, AND GRADE RINGS SHALL HAVE A PYC LINER PLACED WITH T -SHAPED SUPPORTS INTEGRALLY CAST INTO THE CONCRETE 4) ELASTOMERIC POLYURETHANE COA TlNG SHALL BE APPLIED TO THE INTERIOR OF MANHOLE BASES 5) MATERIALS SHALL BE SELECTED FROM THE AGENCYS APPROVED MATERIALS LIST SAN DIEGO REGIONAL STANDARD DRAWING MANHOLE COATING AND UNING SYSTD'I! Redocerl 5-,n 7-223 Chairperson R.C.~. 13246 Date ORA I'I1NG NUMBER SM-07 / ~i'l) EXIST FlNISH GRADE \ L>::>:~~~:<l J.'1-......~-:::::r:..-~I\ !:'~<,~>,' :.:~' ......"""i',~..L__..r., r~1--_f""''^'''~ ~t----------l~ r-~----------~~ / / I J I I I I // I I / / I I I / I I ,/ II I 1 it",: ~, I'.~ ~~1." 1>,- '('"... ~, z ~ vi W e" 0: ~ g 0: W W -' 0 0:: :r: z 0 -< :::E Z -< f- W V1 V1 X -< w CD FlLl VOID WITH SAND/CEMENT SLURRY PLUG WITH SUITABLE MATERIAL TO HOLD CONCRETE 450mm CONCRETE PLUG NOTES: 1) REFER TO AGENCY SPECIFICA TlONS WHERE' APPLICABLE 2~ ALL SALVAGED MATERIAL BECOMES PROPERTY OF AGENCY OF JURISDICTION 3 BACKFILL PER AGENCYS REQUIREMENT 4 FOR CUTTING & PLUGGING ABANDONED SEWER MAINS SEE VIP-03 --~-'---- " LEGEND ON PLANS EXISllNG MANHOLE ABANDONMENT DRA'II1NG NUMBER SM-08 Revision B Approved Date ORIGINAL Kercheval 12/75 Add Metric T. Stantan 03/03 Rc:oloced $-02 J. Tomasulo 03/05 SAN DIEGO REGIONAL STANDARD DRAWING 7-224 INSTALL WARNING/ID TAPE SEE NOTES 4, 5 &: 6 WARNING/ID TAPE SEE NOTE 3 OVERUP TAPE SEWER MAIN w z z ~ ::::i III c:: ~ ::> c:: u c:: w w ~ a- 0 en c:: a- S SEWER LATERAL SECTION AT SEWER LATERALS PLAN NOTES: 1) REFER TO AGENCY SPECIFlCAllONS WHERE APPLICABLE 2) WARNING/1DEN11FICAllON TAPE SHALL BE INSTALLED AS SPECIFlED BY AGENCY 3) STAMP OR CHISEL A 50mm (2") HIGH'S' IN CURB FACE TO IDEN11FY SEWER LATERAL LOCA 110N 4~~ FOR SEWER LATERALS EXTEND TAPE TO PROPERTY LINE DEPTH OF WARNING/1DEN11FlCA 11 ON TAPE AS SPECIFlED BY AGENCY MATERIALS SHALL BE SELECTED FROM THE AGENCY'S APPROVED MATERIALS LIST Revision By Approved Date ORIGINAL Kercheval 12/75 Add Metric T. Stanton 03/0J Replac~d 5-191 J. Tomasulo 03/05 SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY niE SAN DIEGO REGIONAL ~T ANDARDS COMMITTEE WARNING /IDENTlFlCATlON TAPE INSTALLATION 0312<112005 ORA WING NUMBER SP-01 7-225 /7"7 . I /.-~ ~ -' <( 0:: ::J~ .....N Uw ::J..... 0::0 tiiz '-' w .....W ZI./1 W '-' :::l:W Wz ~O Cl..N :I: ..... Cl.. W Cl :I: U Z W 0:: ..... N :I: U Z W 0:: ..... \1.. " ;f'. .:-0; '~ ',' \., , \. TRENCH WIDTH SEWER MAJN 00 PLUS 300mm (12") MINIMUM, 400mm (15") MAXIMUM ~5~m~ 200mm (8 ") MAX GRADE ~(",."",:<., -: ~~.;./\..'y)'-"'/;" ~;"i t.'''; IMPORTED GRANULAR TERIALS MEETING REQ'S OF THE SPECIFICATlONS MAXIMUM ALLOWABLE SLOPE FOR EXCAVATION PER THE REQUIREMENTS OF CAL-OSHA WARNING /IDENTlFlCATlON TAPE AS SHOWN ON SP-01. DEPTH PER AGENCY REQUIREMENT 1./1 ~~Cl ~-'w ~ZLL: ~r::lu O"i':x:w N'-UCl.. ""01./1 ~""""e::w o::ECl~ EW:= O)::co:: ~I./1W ::J:I: 0::..... <.)0 E E ... o N o ~ ..., '-' 150mm (5") MINIMUM BEDDING TRENCH SECTION NOTES: 1) REFER TO AGENCY SPECIFICATIONS FOR TRENCHING. BACKFIWNG AND COMPACTlNG WHERE APPLICABLE 23) PAVING OR PAVEMENT REPAIR TO BE DONE IN ACCORDANCE WITH AGENCY OF JURISDICTlON ) EXCA VA TE BELL HOLES AT EACH JOINT TO PERMIT PROPER ASSEMBLY AND INSPECTION OF THE ENTlRE JOINT 4) FILTER FABRIC AS REQUIRED BY AGENCY OF JURISDICTlON (WITH A MINIMUM 12n OVERLAP). PIPE BEDDING AND TRENCH BACKFlLL FOR SEWER FACIUTlES 03!2Q!200S Revision By Approved Date ORIGINAL Kercheval 12 75 Add Metric I T. Stanton 03/03 eclcced 5-04 J. Tomasulo 03/05 SAN DIEGO' REGIONAL ST ANOARO ORA WING DRA'MNG NUMBER SP-02 7-226 / '-7 ":;1 "TRENCH WT01H SEE SP-02 l,~~L~N5HED GPADE e-~~",~~ T f) I J . , '" o I 0. en },..-- S!M:R MAIN BEll. '';; :::;i--S!M:R MAIN 00 SPRING UNE OF MAIN CONCRETE SEE AGENCY SPECIFlCATlON EOpnEV CONCRETE SlOC:< LSm (5 ') ON CENTER TRENCH SECTION CONCRETIE PIPE CRADLE :l ..: ~~ I :x: " 15... 0:"' ...'" I . "TRENCH WT01H SEE SP 02 ",8 0", I... iJ;~ "'z "'"' II) "' ~~ ~~ ",0 0." ii::l ,> "TRENCH WTOlli SEE SP-oZ I / ~~lSHED ~RADE i0-~"':J!..'"\."'<" &~^'''.. r:': ~~.J~?g<~~":: <.:< 6" IoIIN ...:> 0"" ", , '. ," ". , , :;)1 :~/ ~~~,lo'::\ ';'~"~:''','' :':~l ;.:..~:'.~.:. ~;I~'''''''~'''''' q-.').:-.. / ;;W"....:...... ;;I;;,">f~\'.\.I:';' .;;' ~':-;":\ t'N' \.' J;!:).f"v .t,:_\ Y5/'> <<::,'::>';"- "7:;;<;' ~~.<" ~S:~(: '" "- o SEWER MAIN INVERT TRENCH SECTION CONCRETIE PROTlECTlON ,< <: ;:.:<::~h:,'..'>;:,: \~J~_SOO MAIN BEll. y.~:." '~B~SEWER MAIN 00 1::}(~l.(.'(.~'~Jfftrl :'::.:~:{:,r " CONCRETE SEE ... l' .,.j '. ,l-- t;j 'j I"',.. ,:,\,': fl' ",:' ':"1 AGENCY SPECIFlCATlON ig l\:\::~~:.:> ::'" BOP Ell'! {:,<<__<-~5~:. CONCRETE SLOCK 105m (5') ON CEJolTER TRENCH SECTION CONCRETIE PIPE ENCASEMENT NOTES: 1) REFER TO AGENCY SPECIFICATIONS FOR TRENCHING. BACKF1WNG AND COMPACTING WHERE APPLICABLE 2) CONCRETIE CRADLE SHALL BE USED WHEN THE TRENCH WIDTH AT THE UPPER LIMIT OF THE PIPE ZONE EXCEEDS THE MAX WIDTH SPECIFIED ON SP-02 AND OR DIRECTED BY AGENCYS ENGINEER . . .. . 3) FOR PIPE BEDDING AND TRENCH BACKFILL SEE SP-02 ~ LEGEND ON PLANS Revision By Approved I Date ORIGINAL Kercheval 12 75 Add Metric r. Stonton OJIOJ Replcced 5-06 J. T omcsulo 03/0S SAN DIEGO REGIONAL STANDARD DRAWING CONCRffi PROTECTION FOR SEWER PIPE 7-227 DRAI'I1NG NUMBER SP-03 '7,/ 1 / ~, #13 (#4) BARS 300mm (12") ON CENTER FlNISH GRADt. 200mm (8") E CONCRETE WALL ~~ SEE NOTE 2 :g ~ .. -" -. . , ,.' .... ... '" ..>.. ~L: ,lJ-::;~ < ;>;I>J~ .f"' - ...-.- ~.~ i/O, ~;. :.. I;', :,.' > '.:' If'~ 5~ ;~..>:{<:( :::.~'~. ~ ".~i ~ c...(lJ _ ';'-f '.1 _ . {;,... ':,. '". ~ U . "i".o 1 ~;,. .to ~ , j" . ""<<,' TRENCH WIDTH (12") WALL SECTION 'A' ELEVATION FlNISH GRADE CONCRETE POURED AGAINST TRENCH "~. SLOT ?;;~ 200mm (8") ,,-:1;$"%; CONCRETE WALL SEE NOTE 2 WALL SECTION 'A' PlAN WATER OR SEWER MAIN TRENCH ]~ rO~ to . o. ~~, _". 1'!3. "-:;1. :'" ~:."~" 1:,: >--::)1 t:. " SLOPE PROTECTION FOR GRADES 20% TO 50% NOTES: 1) REFER TO AGENCY SPECIFICATIONS WHERE APPLICABLE 2) T!-iE DETAILS SHOWN REPRESENT THE MINIMUM REQUIRED. THE ENGINEER OF WORK IS REQUIRED TO PROVIDE A SUBMITTAL TO T!-iE AGENCY OF JURISDICTION FOR REVIEW AND APPROVAL BY T!-iE AGENCY'S ENGINEER PRIOR TO INST ALLA TlON 3) WALLS SHALL BE REINFORCED CONCRETE OR 200mm x 200mm x 400mm (8" x 8" x 16") CONCRETE BLOCK. REINFORCED AND ALL CORES FILLED WlT!-i GROUT SEE SPEC/FlCA TlONS 4) FOR GRADES OVER 50%, SLOPE PROTECTION SHALL ALSO INCLUDE AC PAVING, CONCRETE SLAB OR GUNITE BLANKET PLACED OVER THE PIPELINE ALIGNMENT 5) 100mm (4") GUNITE BLANKET WlTH 150mm (6") SQUARE x 10 GAGE WlRE FABRIC AT T!-iE ENGINEERS DISCRETION Revision I By Approved Dote ORIGINAL J. Tomosulo 03/05 -11---11'- LEGEND ON PLANS SLOPE PROTECTlON INSTALlATIONS 'Chciroer:;or. R.C.::. 19246 Date SAN DIEGO REGIONAL STANDARD DRAWING ORA WING NUMBER SP-05 7-228 , --;-'- j /:;, OF WALL AC PAVEMENT I ~~~ FlNISH GRADE "I~".. ZX - <C. ::;;::;; ~........' . . ""lXl :J: 1-"" 0..0 wI 00.. :J::;= Uw Zw 1i!Vl I- BACKFlLL . . WATER OR SEWER MAIN TRENCH CUT-OFF WALL FOR GRADES 20% TO 50% . I SEE WAll. SEC110N 'A' WALL SECTION 'A' ELEVATION WALL SECTION 'A' PLAN NOTES: 1) REFER TO AGENCY SPECIFICA 110NS WHERE APPLICABLE 2) FOR USE AS TRENCH BACKFILL ST ABILlZA 110N IN TRAVELED AREAS 3) THE DETAILS SHOWN REPRESENT THE MINIMUM REQUIRED. THE ENGINEER OF WORK IS REQUIRED TO PROVlDE A SUBMITTAL TO THE AGENCY OF JURISDIC110N FOR REVlEW AND APPROVAL BY THE AGENCy'S ENGINEER PRIOR TO INSTALLA 11 ON 4) WALLS SHALL BE REINFORCED CONCRETE OR 200mm x 200mm x 400mm (8" x 8" x 16") CONCRETE BLOCK, REINFORCED AND ALL CORES FILLED W1TI-l GROUT SEE SPECIFlCA 110NS 5) FOR GRADES OVER 50% SEE WP-05/SP-05 -+--i-- LEGEND ON PLANS CUT -OFF WALL INSTALlATlON IN TRAVELFD AAEftS 03(2<1(2005 Revision ORIGINAL By Approved Dote I J. Tomosulo 03/05 I SAN DIEGO REGIONAL STANDARD DRAWING ORA'MNG NUMBER SP-07 7-229 } -;{,.-, NOTES: 1) REFER TO AGENCY SPECIFICA1l0NS FOR PROTEC1l0N OF EXISllNG FACIUllES 2) ENCASEMENT SHALL EXTEND TO FIRST JOINT BEYOND BOTH SIDES OF TRENCH [600mm (24") MIN 1200mm (48") MAX OF SUITABLE NAllVE SUPPORT BEYOND EDGE OF TRENCH]. . 3) CONCRETE ENCASEMENT REQUIRED FOR SEWER MAINS ONLY. CALDER COUPUNGS REQUIRED FOR SEWER LATERALS ONLY. SEWER LATERALS TO BE REPLACED WlTH SCH. 80 PVC WlTH NO INTERMEDIATE JOINTS. 4) FOR PIPE BEDDING AND TRENCH BACKFILL SEE WP-02 OR SP-02. ~~ 150mm (6") <~I .~:.; ::9 t . >.~;.-;._~. ,-C', :r'<;::'<:~~2 ,.r ,y. 600mm (24") MIN SEE NOTE 2 PLAN C'l ~-~I o .,.r.:;::' ~ 7::::C;~ [ 0.. " . :;:: w W tIl --' --' G: ::.:: ~ CD ! ' ~~<l ::;:;1 'S01 ""'j ~~'f- I .1:':(') TRENCH WIDTH SEE WP-02 SEE I SEC1l0N . ~' ,,(') . ,'l")", ,'H 0 . Q- _- 0 r;1-' L :c (.) z w a:: f- a:: o L.... TOP 600mm E z r~ (24") MIN E::E' '(-\ SEE NOTE 2 " \'\ ... (:1 \'1 ~W'U~~R MAIN ,~', ~~~~~.) ~--; ," ELEVA1l0N Revision B Approved Date . ORIGINAL J. Tomosulo OJ/05 OR U1lUTY CALDER COUPUNG SEE NOTE 3 150mm (6") EXIST SEWER MAIN OR /NEW SEWER LATERAL t ~ 600mm 24") MIN SEE NOTE 2 EXIST STREET SURFACE . I / OR FINISH GRADE k ~;n. ~ ~; r~~ CALDER COUPUNG t;5~ r'" SEE NOTE 3 t~. ~ [/ '. ~I., n(3")~ ;(Lf15~~T ~~~\~;~~R .0.- tf~.; l".~ M'.;1" ;-.... ..:J ..' L75mm (3") CONCRETE ENCASEMENT SEE NOTE 3 600mm (24") MIN SEE NOTE 2 ~ ~-~'~:t(~~~~,:?<~;':: 4" BARS 300mm (12") ON CENTER ENCASEMENT SEC1l0N #4 BARS 450mm (18") ON CENTER --t-'--:"- I LEGEND ON PLANS SAN DIEGO REGIONAL ST ANDARD DRAWING 0312412005 PIPE SUPPORT FOR UNDERCUT SEWER MAINS OR SEWER LATERALS 7-230 DRA WING NUMBER SP-09 ! ;'71 .! ' I PLAN ~t -' -' ;:;: l<:<'l Uo CiS I 0... :cUl Uw Zw 1t!Ul l- e>: o u.. CURB SEE FINISH FINISH GRADE NOTE 8 \ ',.;, ~E: l/J ~ I , ' ' "," ~_",-",",..=,o.~~<rof, ~~~"'"";...,.......,...;..-:':;.~~: ..'~' ~'.( ,~'~':,r: -~. ..~. .:>...r-.;'",: /'/~/":J,"'L' ,. . . J'''; '., . ~ , : MAX ANGLE 45" PREFERRED MIN 10' 27. MIN SLOPE -4. FlOW '~-'<~-\:~\;; ELEVATION FOR SEWER LATERAL NOTES SEE DETAIL SS-03 ITEM NO Revision ORIGINAL Add Metric Replcced s-' J CD ~ SIZE AND DESCRIPTlON ITEM NO SEWER MAIN 45' WYE 45' ELBOW PIPE LATERAL SEE NOTE 3 & 5 I ~ ~~ I CLEAN-OUTS , · PER AGENCY OF . JURISDICTlON SEE NOTE 12 300mm (12 300mm (12'") ,.... , <'l ~ ~ c:J e>: o E E o o I"'l -' <( U 0: r ,.,~.",:r ~ _ ,_.r'u~~ ~'7SG-J;i.;~:;..,r-~~~l:.~~"':!'\.@"~ ,._.:_' '__...., _r!J;''-;t'~. ---- r 5 CD ~ E ~ E S,2 00... ~F: (iNDICATE SIZE) CD I LEGEND ON PLANS SIZE AND DESCRIPTlON PLUG OR CAP 19mm (3/4") MAXIMUM CRUSHED ROCK #9 WIRE ATTACHED TO A BRICK 100mm (4") PYC PIPE WITH GLUED CAP RECOMMENDED 8'1' niE SAN DIEGO REGIONAL ;;TANDARDS COMMITTEE SAN DIEGO REGIONAL STANDARD DRAWlNG 03/24/2005 100mm (4") AND 150mm (6") SEWER LATERAL INSTALL.6.T10N 7-231 "Chairperson R.C.S i9246 Date: DRA WlNG NUMBER SS-01 : --J;>' i ,C lr' c:: o == fl~ 6 ~ c;c.;'i:":7" 27. MIN SLOPE i1ll. .,," .... ~".." """" L.,., -:, ~~~"";"'ri("~? ~"~lL r~~~~~ <<0 z :;;: UJ UJ ~ :I: f- ~ f- 0 <0 >-z ~lDUJ E 0 UJ OJ UJ Vl tic:: UJUJ Vl c:: UJ ~ 0;; a:: '" ~ ~Q f FLOW . CONCRETE SUPPORT REFER TO AGENCY SPECIFICATION 300mm PLAN ,<l FlNISH f~ GRADE TRENCH WIDTH -' -' c:: ::<:N Uo ~I a. :I:Vl zUJ UJW a::Vl f- a:: o "- SPRING LINE ELEVATION FOR SEWER LATERAL NOTES SEE DETAIL SS-03 ITEM NO ITEM NO SIZE AND DESCRIPTION SIZE AND DESCRIPTION CD ~. ~ 19mm (3/4") MAXIMUM CRUSHED ROCK #9 WIRE ATTACHED TO A BRICK PLUG OR CAP 100mm (4") PVC PIPE WITH GLUED CAP SEWlER MAl N 45" WYE PIPE 45" ELBOW Revision By I Aporoved Dote Kerchevol 12/75 T. Slenten 03/03 Replaced 5-1J J. Tomasulo 03/05 ORIGINAL SAN DIEGO REGIONAL STANDARD DRAWING Add Metric 100mm (4") AND 150mm (6") DEEP-CUT SEWER LATERAL INSTALlATION 7-232 1) I CLEAN-OUTS .( PER AGENCY OF" JURISDICTION SEE 55-03 (NOTE 12) 300mm (12") (INDICATE SIZE) CD I LEGEND ON PLANS RECOMIoIENDED BY 1HE SAN DIEGO REGIONAL T ANOARDS COMMITr~ A-J 03/2<1/2005 Chcimersan R.C.S 1 9246 Dot~ DRA WING NUMBER 55-02 l '1';-:; 300mm 300mm CLEAN-OUTS PER AGENCY OF JURISDICTION SEE NOTE 12 c:[t::G o ~ - ........ ~ w ~,.... o E Z <'4 W u.J VJ 0:: o :;:: "- 0:: BRICK INSTALLED OVER LATERAL WITH #9 WIRE ATTACHED SEWER LATERAL DETAIL SEE NOTE 1 0 BElOW NOTES: 1) REFER TO AGENCY SPECIFlCATlONS WHERE APPLICABLE 2) IN NO CASE SHALL LATERAL CONNECT DIRECTLY ON TOP OF. SEWER MAIN 3) LATERAL SHALL BE INSTALLED TO PROPERTY LINE UNLESS SPECIFIED ON PLANS 41 MINIMUM 1.2m (4') COVER ABOVE LATERAL AT PROPERTY LINE 5 LA TERAL TO HAVE A MINIMUM SLOPE OF 2% 6 VERTICAL PIPE SHALL BE BRACED WHILE BACKFILLING TRENCH 7 INSTALL WARNING/IDENTlFICATlON TAPE AS SHOWN ON SP-01 8 STAMP OR CHISEL A 50mm (2') HIGH 's' IN CURB FACE OVER LATERAL TO IDENTIFY SEWER LATERAL LOCA nON 9) MATERIALS SHALL BE SELECTED FROM THE AGENCYS APPROVED MATERIALS LIST 10)FOR SEWER LATERAL INSTALLATIONS SEE SS-01 AND SS-02 11 )FOR SEWERS SPECIFIED AS PVC PIPE. A MINIMUM O.9m (3') SEcnON OF PIPE IS REQUIRED BETWEEN FITTINGS 12)SEWER CLEAN-OUT SEE SC-01 TYPE B AS REQUIRED BY AGENCY OF JURISDICnON (iNDICATE SlZE) o I LEGEND ON PLANS SEWER LATERAL NOTES AND DETAIL ORA WlNG NUMBER SS-03 Revision By Approved O<lte ORIGINAL Kercheval 12/75 Add Metric T. Stcnton 03/03 Replaced 5-13 J. Tomcsulo 03/05 SAN DIEGO REGIONAL STANDARD DRAWING 7-233 ~~ PLAN ELEVATION 1S0mm CUT IN \/vYE CONNECTION TYPE A I L- 1S0mm (s") r 150mm (s") t 4S" ---1 150mm (s") (S")j L t ELEVATION CUT IN WYE CONNECTION TYP E B NOTES: 1) REFER TO AGENCY SPECIFICATIONS 'M-iERE APPLICABLE 2) CONNECTIONS TO EXISTING SEWER MAINS TO BE MADE BY AGENCY PERSONNEL IN ACCORDANCE WITH SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 34) IN NO CASE SHALL CONNECTION BE MADE DIRECT1. Y ON TOP OF SEWER MAIN ) NO MORE THAN ONE CUT IN WYE WILL BE ALLOWED FOR EACH LENGTH OF EXISTING VCP SEWER MAIN 5~ FOR SEWER LATERAL INSTALLATION SEE SS":'01 AND SS-02 6 FOR TRENCH BACKFILL SEE SP-02 7 MATERIALS SHALL BE SELECTED FROM THE AGENCYS APPROVED MATERIALS LIST ITEM NO CD @ SIZE AND DESCRIPTION 45" SADDLE WYE WITH GASKET STAINLESS STEEL HOSE CLAMPS (2-EACH) Revision By Approved Dote ORIGINAL I Kercheval 12 75 Acd Metric i. Stanton 03/03 eplct:ed 5-13 J. Tomcsulo OJ/05 (INDICATE SIZE) o I LEGEND ON PLANS ITEM NO @ 0) SIZE AND DESCRIPTION EXISTING SEWER MAIN CONCRETE ENCASEMENT SAN DIEGO REGIONAL STANDARD DRAWING 100mm (4") AND 150mm (6'') SEWER CUT-IN WYE CONNECTlONS Choirnerson R.C.E. 1924.6 Dote ORA WlNG NUMBER SS-04 7-234 'Vi Appendix P 7-235 CIN OF HU VI A Sewer Overflow Prevention Plan .California Regional Water Quality Control Board San Diego Region ORDER No. 2006-0003-DWQ Revised 10-08 7-236 , }'I:-~ SEWER OVERFLOW PREVENTION PLAl'f ~u?- ~il~ ...:;;..~..-....;"'" ---- ~~.......~ (J TY OF CHUlA. VISTA SEWER OVERFLOW PREVENTION PROGRAM The City of Chula Vista's Sewage Overflow Prevention Plan (SOPP) provides an overview of the city's program to prevent sewer spills. It has been prepared pursuant to the Waste Discharge Requirements issued the California Regional Water Quality Control Board, San Diego Region Order No. 96-04. This (SOPP) is designed to prevent, or minimize the potential for sewer overflows from the city's wastewater collection system. The SOPP will provide a general overview of the city's wastewater collection system and sewer overflow prevention programs. OVERVIEW OF THE WASTE WATER COLLECTION SYSTEM The City of Chula Vista currently serves a population of over 200,000. The Wastewater Collection System section of the Public Works Operation is responsible for the operation and maintenance of approximately 476 miles of sewer mains, over 8,000 sewer access pons and 13 pump stations. From within the city's 50.6 square miles service territory, the City transmits average daily sewage flows of approximately 17 million gallons per day (mgd). The City's sewage is transported to the Metropolitan and the Spring Valley Outfall Sewer Trunk lines to the Point Lorna Wastewater Treatment Plant. SAl"'lIT ARY SEWER OVERFLOW PREVENTION MEASURES The City's preventive and corrective maintenance programs consist of routine maintenance, repairs, and replacement of sewer mains, manholes, laterals and pump stations. The program provides for the inspection, cleaning, and related maintenance of all components of the collection system. Potential problems are jnput into the management software (GBA) and are scheduled for remedial work according to the severity of the problem. Larger and more complex projects are included in the Capital Improvement Projects (CIP) process for planning, design, and construction. If a sewer overflow occurs due to a sewer main stoppage or mechanical breakdown, the problem is investigated and analyzed and remedial action is implemented. Maintenance schedules or cleaning methods are adjusted accordingly. If a repair or replacement to an infrastructure component is needed, the repair will be included in the CIP process, or be repaired by city crews. Below are preventive measures that the City of Chula Vista incorporates In the sewer overflow prevention plan: Page 2 of4 7-237 SEViER OVERFLOW PREVENTION PLAJ.'i "Maintenance Program Preventive Measures: A. Routine Sewer Main cleaning - Four combination vehicles clean city sewer mains on a daily basis. Individual cleaners can maintenance from 1,000 - 6,000 lineal feet a day. B, Critical Main Cleaning Program - Monthly main cleaning of approximately five miles of low flow and known grease problem areas. " C. ChemicalJEnzyme Application Program - Application of chemicaVenzyme at 19 separate locations, 3-days a week at known grease problem areas. D. Sewer Main and Manhole Inspection Program - Daily visual and/or televised inspection of sewer mains and manholes. E. Sewer Main Replacement (C.I.P.) - Repair, replacement, or rehabilitation of impacted sewers to improve sewer flow velocities and/or increase volume. Root Control Preventive Measures: A. Routine Sewer Main cleaning - Three combination vehicles (Vactors) clean city sewer mains on a daily basis. B. Mechanical Rodding - Rodding known areas with root cutters on a quarterly, or as needed basis. C. Sewer Main and Manhole Inspection Program - Daily visual and/or televised inspection of sewer mains and manholes for root intrusion. D. Sewer Main Replacement (C.I.P.) - The repair, replacement, or rehabilitation of impacted sewers main lines to eliminate long-term root problems. Control of Rocks. Debris and Vandalism Preventive Measures: A. Locking Sewer Manhole - Install locking manhole covers or sealing non-locking manhole covers in off-road and other secluded areas as well as previously vandalized manholes. B. Sewer Main and Manhole Inspection Program - Daily visual and/ or televised inspection of sewer mains and manholes. Pipeline Failure and Construction Damage Preventive Measures: A. Sewer Main and Manhole Inspection Program - Daily visual and/or televised inspection of sewer mains and manholes. Manholes and sewer main pipes are monitored for deterioration. B. Sewer Main and Manhole Maintenance - Repair, relocation, and or protection of sewer mains and manholes from potential damage. C. Sewer Main Replacement (C.I.P.) - The repair, replacement, and rehabilitation or relocation of sewers and manhole prone to damage by any source. D. Dual Force Mains - Installation of dual force mains at new sewer pump stations as needed for redundancy. Page 3 of4 7-238 r .-r' SE\VER OVERFLOW PREVENTION PLAt"\! E. Supervisory Control and Data Acquisition Systems (SCADA) is used to monitor 13 pump stations and notify staff of pump station failures. Staff are notified via pager of pump failure, and can make adjustments remotely via wireless computer. Power outages and Pump station failures Preventive Measures: A. Backup Power - On site generators for back-up electrical power at most City pump stations. B. Portable Generator Capability - Provide portable back-up generator capability sufficient to operate all sewer pump stations that do not have on-site generators or alternate power feeds. C. Wet Wells -Sewer pump stations are provided with wet wells that have some retention time as well as having emergency pump down lines that can be connected to portable pumps. D. Sewer Pump Station Maintenance Program - All pump stations locations are checkednvo days a week for proper operation. Scheduled preventative and corrective maintenance occurs on pump station electrical and mechanical components as well as contracted quarterly maintenance on the on-site generators. Capital Improvement Program Preventive Measures: A. Infrastructure is monitored for capacity limitations and deterioration. Studies are performed to determine the impacts of growth and new development. B.$1,400,000 a year is allocated to fund sewer rehabilitation projects such as re-lining and spot repairs on sewer mains and manhole reconstruction and pump station upgrades. Page 4 of4 7-239 /;(y Appendix Q 7-240 /l1 RESOLUTION NO. 2007-180 RESOLUTION OF TP..E CITY COUNCIL OF THE CITY OF CHlJLA VISTA .-'\.PPROVING THE PLAN AND SCHEDULE FOR THE PREP ARA TrON OF A SE\VER SYSTEM MANAGEIYfENT PLA.N' FOR THE CITY OF CHULA VISTA IN ACCORDA1"1CE WITH THE STATE WATER RESOURCES CONTROL BOARD W ASTEW A TER mSCHARGE REQUIREMENTS ORDER # 2006-0003-DWQ WHEREAS, on May 2, 2006, the State Water Resources Control Board (SWRCB) adopted Wastewater Discharge Requirements (WDR) Order #2006-0003-DWQ (Order); and WHEREAS, this Order mandated all federal and state agencies, municipalities, counties, districts, and other public entities that own or operate sanitary sewer systems greater than one mile in length that collect and/or convey untreated or partially treated wastewater to a publicly- o'Wned treatment facility in the State of California to develop and implement a system-specific Sewer System Management Plan (SSMP); and VlHEREAS, in March 2007, staff presented an informational memorandum to Council, which outlined the City's plan arld schedule for compliance v.ith this Order; and WHEREAS, the SWRCB recently clarified the terms oftrus Order and now requires all agencies obtain their governing board's approval of the Sewer System Management Development Plan, Schedule and final SSMP prior to certification by the SVv'RCB as complete a.'1d in compliance. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City ofChula Vista that it approves the plan and schedule for the City of Chula Vista's implementation of the S\VRCB Wastewater Discharge Requirements Order #2006-0003-DWQ. Presented by Approved as to form by ~~~.p Scott Tulloch Acting Assistant City Manager/City Engineer ~forS\\0tu~ Ann Moore City Attorney 7-241 ,i,Cjj? Resolution No. 2007-180 Page 2 PASSED, APPROVED, and ADOPTED by the City Council of the City of Chula Vista, California, this 17th day. of July 2007 by the following vote: AYES: Councilmembers: Castaneda, McCann, Ramirez, and Cox NAYS: Councilmembers: None .AJ3SENT : Councilmembers: Rindone Ch'ryl Co~ ATTEST: -- _ <t 11ll'J...I ~l ~ Susan Bigelow, MMC, City k STATE OF CALIFORNIA ) COUNTY OF SAN DIEGO ) CITY OF CHULA VISTA ) I, Susan Bigelow, City Clerk of Chula Vista, California, do hereby certify that the foregoing Resolution No. 20D7-180 was duly passed, approved, and adopted by the City Council ata regular meeting of the Cbula Vista City Council held on tbe 17th day of July 2007. Executed this 17th day of July 20D7. s~anBi~~~M~~~ p fr--' / ()CI : '. . 6 I : ____..______7_-=-.2-42_. _._ ._._'_ _...._.._ ..__.___.____..._. -.--...--~ Appendix R 7-243 -,- Fjf) Appendix S 'c 7-244 / ('; / ~~:\ '.) ADS Meter locations m4ll ADS flow Meier - Main ~ Pump Slallons = Freeways . MH &3 Date: June 14. 2007 1 incl. = 4,395.4 feet !.f;, "], ....... OJ "'d o ro:;S tl ~ o >H ro ;..... ....... OJ ,.g ~ U OJ 4-;/Zl O~ ;;.-,::: ~ --' .- :...., Ub ! I f T I T I_ II t _I [ Jll/llf 1Irli,-1 1','."." I d Ii!" II i .. 1 1 I I ,. , < I J t i i i i I I ! ! , J ! ! !!I"i!J!lf!!l ! lJHlliliJlJ '" 1111*1 ."_HI 1 i J I ! i I J P I i/ Ii! [}, I [1, I 'i{--III}J}I jlll,llll;; I lj if.lllll l.lllillll;: Ii .c:..JOClOaOOGOo...... ~tI.... ... il ;; i '0 " il ~ j ]:5 i .s " " ~t -- 7Jl \ \ \ o " w o ~ u. ili o Appendix T 7-247 j,),,/ CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIP NO: SW21H NEW CIP NO 26092IHO INITIAllY SCHEDULED: 07/0111998 TITLE: Replacement of Wastewater Pump Stnliolls Alann System DEPARTMENT: Public Works Operations COMMUNITY PLAN AREA: Citywide PROJECT MANAGER: Brian Walther PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS . FY 2007-08 FY 2008-09 FY 2009-10 FY 20"10-11 FY 2011-12 TOTAL THRU 2006-07 1. Planning I Env. Review $21,000 $21,000 $0 $0 $0 $0 $0 2. Land Acquisition $0 $0 $0 $0 $0 $0 $0 3. Design $52,000 $52,000 $0 $0 $0 $0 $0 4. Construction $HOO,OOO $800,000 $0 $0 $0 $0 $0 TOTALS $873,000 $873,000 $0 $0 $0 $0 $0 FINANCING SOURCES: SEWERFAC I $873,000 I $873,000 I~ $0 l $0 I $0 I $0 I $0 TOTALS: I $873,000 I $873,000 . I I $0 I $0 I $0 I $0 I $0 -.I I N .j::o. 00 DESCRIPTION: The Supervbory Control Aod Data Acquisition (SCADA) System will provide an alarm system for eontrolling and monitoring sewer lift slHlions, :iwimming pools, the Nature Center's waler circuJiltiou c{luipment, and sewer lrullk lines located in remote areas. JUSTIFtCA TION: The SCADA System will clluLle crews to put lIIore of an clllphasis 011 prcvclItivc maintenance by providing relll-time monitoring, installlaneolls alal'lll nOlification, alld computerized cOlllrol of equipment and critical systellls. The improvement of currcllt-opcratiolls as a result of implelllcllting this syshilll will be realized with decreasing the lI11mber of routine physical checks lu only once per week. Currently, these routine clH~cks are performed three ~imes it week. As n result, upproximatdy 40 hours per week uf labor will be saved. . . Over the past several years, there have been several lift station failures, one of which resulted in a sewage spill into Ihe Otay Rivt:r. The current system is flawed iUlIlany ways and duesn1t cover Illany of the systems in service. The current system is sllsceptible to hlllllan error, has no failsafe devices and has.Jefl some of the alarmed facilities 1I111uonitortJ for months. For exumple, with the ClIncnt system when an alarm is activated, the Police Department is nutilied, \.vhich in "turns has to Hotify Operations. As a result, there have been incidents in the past when ulanlls have bCClll.lClivated, hut Operations staff wasn't notified, thereby, nenrly causing spills. The cmrent process leaves the City vulnerable to sewer failures, possible fines and bad public relations. . o "\ Sewage spills in remote areas ill San Diego have resulted iu significant fines and badJmblicity for the City' of San Diego. Therefure, alarms will be installed in ~llain trunk lines located in remote _ueas in the City of Chula Vista. By doing so, the City will be able to reduce the number of times-sewerage spills occur. And if u spill dues occur, have immediate notification miller tltilll rely Oil someone Iloticing it ilud reporting the spill. \Vith the emphasis being placed on violations of tile Clean Water Act hy the \Vater Quality COlltrol CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL Board, this should reduce (if 1101 e1illlinate) fiues associated with spills. CUITcnt tines life $15,000 per day pills $10 per gallon. For example, a 1,000 galloll spill (which is a millor spill) collld resllil in a $25,000 fine. Due to the currclll growth in th~ eastern parl of the City. the current sewage system is being taxed to its limit. One proposal is to couvert some of the pump statiulls to "mallaged pumping" instead of lilt: currently used "uutOlllalic UClllillHI" plIIlIping. This pJaces lIlure critical operating parameters with which these stations operate uuder. Smaller mistakes will have greater impacts 011 a system that is already c1use to c.apacity. The SCADA system will give the Public Works Dellilftmcnt more reli;'lble control, faster notification of problems, quicker response tillll::S, decreased possible incidents of human error, alld better Jala collection. SCHEDULING: Remaining limds will be nlilized to add SCADA tn additional rcmole .locations. STATUS: Aller years of develop men I the SCADA (Supervisory Control And Dala Acquisition) system beeame operational ut the sewer lill statiulls, the municipal pools ami the Nature Center. Once the SCADA system became operatioIlalthc pump crew was .Ible to reallocate lIIorc lime to maintenance duties. Anolh,er bencHt was the ability to idcntify problems at facilities via the SCADA to facilitate carly diagnosis of meclmnical H.lilmes by it more robust alarming systcm, enabling i.I more nlpid response and the ability to protect the equipment fhun further dUIIHlge. This has improved efficiency by reducing the Illllllbt;r of physical site visits to each f:'IClli.ty for basic system checks IInJ lIsing that time lor more valuable maintenullce activities. -..J I N .j:>. CD BUDGET EFFECT: Will reduce overtime and callback cas Is. CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIP NO: SW219 NEW CIP NO 26092190 INIT/ALL Y SCHEDULED: 07/0111999 TITLE: Salt Creek Trunk Sewer DEPARTMEtH: Engineering COMMUNITY PLAN AREA: Ell~tcrn and Soulhcru Territories PROJECT MANAGER: Anthony ChnkwlIdnllle PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2007-06 FY 2006-09 FY 2009-10 FY 2010-11 FY 2011-12 TOTAL T1lRU 2006-07 1. Planning / Env. Heview $1,648,025 $1,648,025 $0 $0 $0 $0 $0 2. land Acquisition $156,191 $156,191 $0 $0 $0 $0 $0 3. Design $2,618,822 $2,818,822 $0 $0 $0 $0 $0 4. Conslruction $27,663,777 $27,663,777 $0 $0 $0 $0 .$0 TOTALS $32,306,815 ' $32,306,815 $0 $0 $0 ., $0 $0 FINANCING SOURCES: DIFSALTCH $12,765,096 I $12,765,096 I I $0 I $0 $0 $0 $0 HCT $199,395 I $19'1,3'15 I I $0 I $0 $0 $0 $0 THI<SEWEH $1 '1,322,324 $1'l,322,3?4 I I $0 I $0. $0 $0 $0 _ n .. . TOTALS: $32,.106,815 I $32,306,815 I I $0 I $0 ., $0 .. - $0 $0 -.j I f',) U1 C) DESCRIPTION: JUSTIFICATION: ~ ~,:'> .,j Tht; Salt Creek Gravity Sewer Interceptor is 11 sewer pipeline thut will primarily serve the Jevelopnwnts wilhin the Salt Creek Sewer Basin. In addition to conveying n()WS hum this uasin, the sewer will also convey flows limn the Poggi CllllYOll Sewer nusin i.lud WolfCilllYOll Sewer Suu-Basin Hud it small portion of the Main Slreet Sewer Basin. The Salt Creek Tmllk Sewer consists or-more that 13.5 miles of sewer line ranging from 15 to 48 inches ill diameter ofPVC pipe. SOUle of this pipe will be instulled by microtunnelillg. The Salt Creek Sewer Basin is divided into nine Reaches; these Reaches are points of major slope changes iIIH.I points whclC signil1c;ml amounts of sewage now from the properties an: contributed. VICINITY MAP: The trunk sewer will generally parallel Salt Creek mat the Olay River heginHiugjust west aftlle Upper Otay Reservoir and terminating at the City of San Diego's Metro Sewer west of Interstate 5 Freeway. The completed intaceptur wnl convey flows from the developments of Rolling Hills Ranch. EastLake, Otay Ranch, OIYlllpic"Trailling Center, Poggi Canyon Sewer Basin, Wolf Canyon Sewer Basin, and adjacent properties. as well as providing additiunal capacity for the existing wastewater collection system. The Salt Creek Sewer Basin Development Impact Fee was estnhlished ill 199.1 to provide funding for the constmction of Reaches 1 through 8. Reach 9 was considered a region;a1 facility since it also conveys flows fi'om other tributary lHlsins, where it i~ the City's responsibility to construct. Re"ach 9 consists of approximately 27.000 linear teet of42" and 48" maillS. oll1d commences approximately 1.500' east ofOtay Valley Road llnd extends westerly to the City of San Diego's Metro Sewer on West Frontage Road west of Interstate 5 ~i'reeway. In addition to providing sewer capacity 10 new devdopll1ellts in the eastern territory. the construction of this CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL facility will also allow fur the removal of three pump stations and save several million dollars in upgrades to the Telegraph Cauyon sewer interceptor .and Faivre Street sewer main. SCHEDULING: Project is nearing cnmpletion in FYOS. STATUS: See Scheduling. BUDGET EFFECT: Oil-going Illainlenallce will he reqllired IIpon completioo. -.I I N U1 -' "",) CITY OF CHULAVISTA CAP/TAL IMPROVEMENTS PROGRAM DETAIL CIP NO: SW225 NEW CIP NO: 26012250 INITIALLY SCHEDULED: 07/01/2000 TITLE: Wolf Canyon Trunk Sewer Conslruction DEPARTMENT: Ellgillcering - COMMUNITY PLAN AREA: Ellslcm and Southern Territories PROJECT MANAGER: Anthony Chllkwudollle TOTAL PROJECT APPROPRIATIONS FY 2010-11 FY 2011-12 COST ESTIMATES: FY 2007-08 FY 2008-09 FY 2009-10 TOTAL THRU 2006-07 1. Planlling / Env. Review $0 $0 $0 $0 $0 $0 $0 2. Land Acquisition $0 $0 $0 $0 $0 $0 $0 3. Design $943,700 $9'13,700 $0 $0 $0 $0 $0 4. Construction $0 $0 $0 $0 $0 $0 $0 5. Slaff CoslS $35,000 $35,000 $0 $0 $0 $0 $0 TOTALS $978,700 $978,700 $0 $0 $0 $0 $0 -..J I N (Jl N FINANCING SOURCES: DIFSAL TeH $~'13,700 $~'13.700 I $0 $0 $0 $0 $0 THKSEWEH $3\000 $35,000 I $0 $0 $0 $0 -- $0 -..-. TOT ALS: $978,700 $978,700 I $0 $0 $0 $0 $0 DESCRIPTION: The Wolf Canyon Trullk Sewer project involves the illst"lIation of approximatdy 15,700 linear fed of sewer pit: varying in size f.-ollllO inches 1015 inches wilhinlhe Wolf Canyon Sub-Basin. This tmllk sewer lille will connl 10 Ihe Sail c~.t:ck Gravity Sewer Interceptor at the downslream end of rcaeh, KA. VICINITY MAP: ~::~~~~Y~F' ' "" .~~.~oi~~ ,.,\. ~. . 'it( ,"L ,. ~)1~'~]\t. ~ :"::,:;:' i:':fi';l4j~::r:~;- -'-_-".-!_"'"i"""._";:, ;:if~j}~t?t~~r~~: ':"i;;:,~;;:!:'; :~, The pre-design phase of this project was initially being funded uy McMillin companies, with the intention of receiving DIF credits upon completion uf the project. However. the project is now being re-structured such thai pre-design work and all other consllllant services required to complete the design plans. manage the project, and prepare all the environmeutal documents, will now Ile nuanced using a loall from the Trunk Sewer Fund tu the S Creek Sewer Basin DIF. Staff is working with DevelopllIent Cummunity to facilitate the design and constructior this facility. . JUSTIFICATION: The projt:Cl is Heeded to serve plallued developmenls within the WolfCanyoll sub-basin. . II SCHEDULING: See slatllS. STATUS: Project is neJ.lring compktiulI ill FYOK. BUDGET EFFECT: On-going lIIailltenancc will be required upon compklioll. CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIP NO: SW232 NEW CIP NO 26052320 INITIAll Y SCHEDULED: 04/27/200'1 TITLE: Poggi Cnyn Sewer Extension - Eastlake Pkwy if OIYlllpic Pkwy to DEPARTMENT: Engiueaing PUllIn Station COMMUNITY PLAN AREA: Eastern PROJECT MANAGER: Anthony Chnkwndolne -.J I N U1 W PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2007-08 FY 2008-09 FY 2009-10 FY 20'10-11 FY 2011-12 TOTAL THRU 2006-07 1. Planning I Env. Review $0 $0 $0 $0 $0 $0 $0 2. Land Acquisition $0 $0 $0 $0 $0 $0 $0 3. Design $200,000 $200,000 $0 $0 $0 $0 $0 4. Construction $1,030,000 $1,030,000 $0 $0 $0 $0 $0 TOTALS $t,230,OOO SI,230,OOO SO SO $0 $0 $0 FINANCING SOURCES: TnKSEWlcR I $1,230,000 I $1,230,000 1 I $0 I $0 $0 I $0 I $0 TOTALS: I $1,230,000 I $1;230,000 I I $0 I $0 $0 I $0 I ." $0 DESCRIPTION: Construction of Reach 2 of the Poggi Canyon Trun Sewer Extension which extends from Eastiake Parkway, VICINITY MAP: approximalely 1600 feel westerly to the existing sewer locuted ill Olympic Parkway. }Iiut of Ihe Poggi Canyon Tmnk Sewer Extension ami will provide for gravity sewer lillt: th(it follows Easthlke Parkway fmlll Olympic Piukway. . \ \ l . "~._" -'~'''''''--' JUSTIFICATION: SCHEDULING: See status. STATUS: This project is 95% complete. Potential developer reimbursement pending Hual costs. BUDGET EFfECT: NOflllH1 maintcnance of the new sewcr line will be required. .... N . CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL -..J I N CJ1 .j::>. clr NO: SW2)) NEW CIP NO: 26072330 INIT/ALL Y SCHEDULED: 0-112112004 TITLE: Moss Street Sewer and Pavement Improvements, DEPARTMENT: General Services Woodlawn to BH)ndwny COMMUNITY PLAN AREA: Western City PROJECT MANAGER: Roberto Y uno PROJECT TOTAL COST ESTIMATES: APPROPRtA TIONS FY 2007-06 FY 2006-09 FY 2009-10 FY 2010-11 FY 2011-12 TOTAL THRU 2006-07 1. Planning I Env. Review $20,000 $20,000 $0 $0 $0 $0 $0 2. Land Acquisition $0 $0 $0 $0 $0 $0 $0 3. Design $)] 0,000 $) I 0,000 $0 $0 $0 $0 $0 4. Construction $1,078,650 $1,078,650 $0 $0 $0 $0 $0 TOTALS $1,408,650 $1,408,650 $0 $0 $0 $0 $0 FINANCING SOURCES: TRANSNET $1,000,000 I $1,000,000 I I $0 I $0 $0 $0 $0 TRKSEWER $'108,650 J $408,650 1 I $0 L $0 $0 $0 $0 - TOTALS: $1,408,650 $1,408,650 I I $0 $0 $0 $0 $0 DESCRIPTION: This.projects involves the replacement of approximately 1)04 leel of 8-inch }lye with IO-in.eh pye pipe between Uroadway ;,ult! Wuodhulw Avenue and reconstruction ofpavelHenl.wilhill the projecllilllits. Improvements me required to mitigate. capncilY conslruillts in the Moss Street Sewer lvhlin. Puvement conditiun requires reconslmcliulI alier Ihe sewer replaCClllcnt. VICINITY MAP: SCHEDULING: See Project Status. f'1'-IJ.OIU,Il JUSTIFICATION: STATUS: CUllstructioll will occllr ill FY08. BUDGET EFFECT: ROlltille Maintellallce ollly. o ~ \ '" ... "\ 1i .U11"101i1 ~..,l>> ,,- """ N CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIPNO: SW2J4 NEW CIP NO 26052340 INITIALLY SCHEDULED: 07/01/2004 TITLE: Sewer Improvements on Colorado belwcn J & K DEPARTMENT: Engillcering COMMUNITY PLAN AREA: Western Cily PROJECT MANAGER: Anthony Chukwlltlulue PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2007-08 FY 2008-09 FY 2009-10 FY 2010-11 FY 20'11-12 TOTAL THRU 2006-07 1. Planning I Env. Review $6,000 $6,000 $0 $0 $0 $0 $0 2. Land Acquisition $0 $0 $0 $0 $0 $0 $0 3. Design $57,500 $57,500 $0 $0 $0 $0 $0 4. Construction $286, 100 $286, I 00 $0 $0 $0 $0 $0 TOTALS $349,600 $349,600 $0 $0 $0 $0 $0 FINANCING SOURCES: THKSEWER I $J49,600 I $349,600 I I $0 I $0 I $0 I _ $0 I $0 - .. .. TOTALS: I $349,600 I $349,600 I I $0 I $0 I $0 -\ $0 I . $0 ....... I N CJl CJl DESCRIPTION: ProjecI illvolves Ihe rel1lacement of al1l1roximalely 1,31 J feel of 15 inch VCl' with "n 18-inch l1il1e on Colorado Street hctwecnllLlI alld "J" Slreel. STATUS: Design will be cOllll1leted in FY08 with constmction thereatier. ~,./ .... N JUSTIFICATION: ImprovclIlcnts required to mitigate capacity cUllstrnints in ColonHlo Avenue Sewer. SCHEDULING: See Statlls. BUDGET EFFECT: Will have a positive impacI by replacing deteriorating pille. .' CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIP NO: SW235 NEW CIP NO 26052350 INITIALLY SCHEDULED: 07/01/2004 TITLE: Main Street Sewer Improvements between Hilltop & Fresno DEPARTMENT: General Services, COMMUNITY PLAN AREA: Westeru City PROJECT MANAGER: Roverto Yano PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2007-08 FY 2008-09 FY 2009-10 FY 2010-11 FY 2011-12 TOTAL THRU 2006-07 1. Planning I Env. Review $6,000 $6,000 $0 $0 $0 $0 $0 2. Land Acquisition $0 $0 $0 $0 $0 $0 $0 J. Design .$11,500 $11,500 $0 $0 $0 $0 $0 4. Construction $114,500 $H'I,500 $30,000 $0 $0 $0 $0 TOTALS $132,000 $102,000 $30,000 $0 $0 . $0 $0 FINANCING SOURCES: lHKSEWER I $ln,OOO I $102,000 I I $30,000 I $0 I $0 I $01 $0 TOTALS: I $132,000 I $102,000 I I $30,000. I' $0 I $0 I $0 I $0 -.j I N Ul en DESCRIPTION: Project iuvo)ves the lllslallation of approxilllalcly .10 fect of 12-illch pve pipe and the installation of it IllaxillllllH of two mallhol~s to provide flow tliversioll of sewage hum the Main Sired Line at one of three pOlclltiallol.:<ltions along Main Street west of Interstate ~U5. JUSTIFICATION: IlIIprovement:> are required 10 milig,atc capacity constraints on the Main Slreet Trunk Sewer linc. SCHEDULING: Construction 10 ve completed in FY08 STATUS: Design cOlllplclcd. BUDGET EFFECT: Minimal. CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL -J I N (}1 -J DESCRIPTION: CIP NO: SW236 NEW CIP NO 26052360 INITIALLY SCHEDULED: 07/011200'1 TITLE: CCIIter Street Stwcr Improvements blwn Garrett and Fourth DEPARTMENT: Engineering COMMUNITY PLAN AREA: Western City PROJECT MANAGER: Anthony Chnkwudoluc PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2007-08 FY 2008-09 FY 2009-10 FY 2010-11 FY 2011-12 TOTAL THRU 2006-07 1. Planning I Env. Review $0 $0 $0 $0 $0 $0 $0 2. Land Acquisition $0 $0 $0 $0 $0 $0 $0 3. Design $40,000 $'10,000 $0 $0 $0 $0 $0 4. Construction $170,K'IK $170,K4K $0 $0 $0 $0 $0 TOTALS $21U,848 $210,848 $0 $0 $0 $0 $0 FINANCING SOURCES: THKSEWER I $210,K48 I $210,848 I I $0 I $0 1 $0 I $0 I $0 - ~ TOTALS: I $210,848 I $210,848 I I $0 I $0 I $0 I $0 I $0 Involves the replacement "fapproximately 630 feet of lO-inch VCI' with 15-inch pipe. JUSTIFICATION: Improvements an~ rCiluircu to mitigate capllcity constraiuls on Fourth Avellue between Fourth Avenue and Center Street. SCHEDULING: Construction "nt;cipated in FY08. STATUS: In Design. BUDGET EFFECT: Will have positive fiscal illlpact by replacing existing deteriorating pipe. <) -", R. CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIP NO: SW237 NEW CIP NO 26052370 INITIALLY SCHEDULED: 07/01/200'1 TITLE: Eastlakc Pkwy Pump Station dc-cnmmis:iiolling DEPARTMENT: Public Works I Engineering COMMUNITY PLAN AREA: Eastern . PROJECT MANAGER: Anthony Chukwudolue PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2007-08 FY 2008-09 FY 2009-10 FY 2010-11 FY 2011-12 TOTAL THRU 2006-07 1. l'lanning I Env. Review $0 $0 $0 $0 $0 $0 $0 2. Land Acquisition $0 $0 $0 $0 $0 $0 $0 3. Design $0 $0 $0 $0 $0 $0 $0 4, Construction $\00,000 $100,000 $0 $0 $0 $0 $0 , TOTALS $100,000 $100,000 $0 $0 $0 $0 $0 FINANCING SOURCES: SEWERSRV I. $100,000 I $100,000 I I $0 I $0 I $0 I $0 I $0 TOTALS: I $100,000 I $100,000 I I $0 I $0 I $0 I . $0 I $0 -.I I N CJ1 (Xl DESCRIPTION: Involves demolitioll of Easllakc Pkwy Pump Station. JUSTIFICATION: De-comissioning is contingent 011 the compldioll ortlle Poggi Cnyn Trunk Sewa extenlioll project under the SDCW A aqlladllct (a 500' horing projecl under Ihe SDCW A's line). SCHEDULING: See sIal liS. STATUS: Currently in design with estimated construction start in FYOH. BUDGET EFFECT: Reduces costs associated with pllmp statioll elimination. o ) '\ CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIP NO: SW23H NEW CIP NO 23052JHO INITIALLY SCIIEDULED; 03/0112005 TITLE; G Street Pump Station Improvements DEPARTMENT: Public Works I Engineering COMMUNITY PLAN AREA: Centrul PROJECT MANAGER: llohcrlo Yalla PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2007-0B FY 200B-09 FY 2009-10 FY 2010-11 FY 2011-12 TOTAL THRU 2006-07 1. Planning I Env. Review $0 $0 $0 $0 $0 $0 $0 2. Land Acquisition $0 $0 $0 $0 $0 $0 $0 3. Design $200,000 $400,000 ($200,000) $0 $0 ,to $0 4. Conslruclion SHOO,OOO $1,600,000 (SHOO,OOO) $0 SO $0 $0 ,-- TOTALS SI,OOO,OOO $2,000,OUO ($1,000,000) $0 SO $0 $0 FINANCING SOURCES: SEWERFAC I $1,000,000 L $2,000,000 I I ($1,000,000) I $0 I $0 I SO I $0 TOTALS: I $1,000,000 I $2,000,000 I I ($1,000,000) I $0 I $0' , 1- $0 I - . $0' -J I N (J1 CD DESCRIPTION: The pump station will undergo upgrades mul incorporate all current City requirements for Sewer Pump Slalioll (St'S). Exisliug GSPS was originally buill in 1969. Said pump station is located within UIl induslri.11 park and is approximately 150 acres with roughly 67 acres of vacant land situated to the west ofG Street and Bay Boulevilrd intersection. The nlcility conveys raw wastewater via a IO-inch diameter force main into the G Sired THInk Sewer Line. The SI'S is owned and opemled hy the City of Chllla Vista. JUSTIFICATION: SCHEDULING: See Stains. STATUS: This project will serve jlS an interim improvement until tile Bayfront Developllu:nt is defined. DesigJl and Cunstruction will be completed ill FY 07/0M. Interim improvements not as costly as originally estimated. Portion of balance 10 be returned to fund Hlld n:allocalcd to a new Sewer Improvcment projcct. BUDGET EFfECT: On going maintenance will be required. -.-, " :.:-- \ -\ CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIP NO: SW241 NEW CIP NO 26062410 INITIALLY SCHEDULED: 07/011200S TITLE: Reconstruction of Sewer JUllction - Plaza, Donila Road and DEPARTMENT: Engineering Sweetwater River COMMUNITY PLAN AREA: Bonita Area PROJECT MANAGER: Anthony Chukwudoluc PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2007-08 FY 2008-09 FY 2009-10 FY 2010-11 FY 2011-12 TOTAL THRU 2006-07 1. Planning I Env. Review $ll $0 $0 $0 $0 $0 $0 2. Land Acquisition $0 $0 $0 $0 $0 $0 $0 3. Design $IS.OOO $IS.OOO $0 $0 $0 $0 $0 4. Construction $96.6S0 $96.6S0 $0 $0 $0 $0 $0 -c TOT ALS $111.650 $111,650 $0 $0 I $0 $0 $0 FINANCING SOURCES: SloWERFAC I $111.6S0 I $111,6S0 I~ $0 I $0 I $0 I $0 I $0 TOTALS: I $111.650 I $111,650 I -, $0 I $0 I $0 1 ,'., $0 I $0 -J I N m C) DESCRIPTION: Project involves the reconstructiun of UIl exbting junction structure to ,improve flow hyrdraulics. VICINITY MAP: JUSTIFICA liON: 11lljllOvcII1cnts required fur flow IlIdcrs to fl.lllCtioll properly ilnd eliminate interference with the flow melees in lilt: IlHlnlw!r; on west side of the street. BUDGET EFFECT: Minimal. SCHEDULING: COlIstmction to COlluueucc shortly nner compldioll of dcsigll in FY OX. STATUS: Prelilllillary design phase. , 'd I '_,I CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIP NO: SW2'12 NEW CIP NO: 26062.120 INITIALLY SCHEDULED: 07/0112005 TITLE: Inllow alld InJiltratioll Study DEPARTMENT: Engineering ~ COMMUNtTY PLAN AREA: Wesleru City PROJECT MANAGER: AUlhollY ClllIkwudoluc PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2007-06 FY 2U06-09 FY 2009-10 FY 2U1 0-11 FY 20'11-12 TOTAL THRU 2006-07 1. Planning / Env. Review SO SO $0 SO SO $0 $0 2. land Acquisilion $0 $0 $0 $0 $0 SO $0 3. Design SO $0 $0 $0 $0 $0 $0 4. Construction $0 $0 $0 $0 $0 $0 $0 5. study $249,300 $75,000 $174300 $0 $0 $0 $0 .. $0 :.. $0 TOTALS $249,300 $75,000 $174,300 $0 $0 -.J I N m ...... FINANCING SOURCES: .' SEWERFAC $174,300 $0 LJ $174,300 $0 $0 $0 $0 IHI<SEWEfl $75,000 $75,000 $0 $0 $0 $0 $0 -. ., TOTALS: S249,300 S75.000 I I S174,300 $0 SO $0 SO VICINITY MAP: DESCRIPTION: Project involves preparation oran Inflow and Infiltration (I & I) study to determine how and where raiufall fUll(: and olher runoff enter the wasteWitlcr collection system wi~hlJut prior knowledge or consent of staff. JUSTIFICATION: The recent Wastewater Master Plan efforls estimate the I & I impact at somewhere between 15% and 20% of the flows which represents it significaut lillllHCial impact to the City as the City pays for wustcwllter lrealllCIlt. Detcnnination by the study will allow implementation of appropriate I,nitigation measures. SCHEDULING: See Stalus. STATUS: Planning 'lIld Dosign will be completed in FY08. BUDGET EFFECT: Will assist in identifying infiltration points which adds to the volume of sewerage (he City has (0 pay 10 have Ire ~ .'v CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIP NO: SW243 NEW CIP NO 26062430 INITIAllY SCHEDULED: 0710 112005 TITLE: Telegraph CIlYu Tmnk Sewer Line IlIlpvts - Bay Blvd and J Street DEPARTMENT: Engineering COMMUNITY PLAN AREA: Western City PROJECT MANAGER: AuthollY Chukwwlolue PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2007-08 FY 2008-09 FY 2009-'10 FY 2010-11 FY 2011-12 TOTAL THRU 2006-07 1, Planning I Env. Review $0 $0 $0 $0 $0 $0 $0 2. Land Acquisition $0 $0 $0 $0 $0 $0 $0 3. Design $5H,500 $5X,500 $0 $0 $0 $0 $0 4. Construction $247.500 $247,500 $0 $0 $0 $0 $0 TOTALS $306,000 $J06,OOO $0 $0 $0 $0 $0 FINANCING SOURCES: TRI<SEWER I $306,000 I $306,000 1-----:] $0 I $0 I $0 I $0 I $0 TOTALS: I $J06,OOO I $306,000 I I $0 I $0 I $0 I $0 I $0. -.J I N m N Replace "llll reconstruct several junction strclllres and realign several pipes in the vicinity of J Street Hud Buy Blvd. wlH~re several branches orthe Telegraph.Cuyn cOllie togdhcr. JUSTifiCATION: Over the years, the pipes have become old. outdated and flowing at ci.IJlilcily. Project will enhance the fluw hydraulics w.ithin the Telegraph CUYIl Trunk Sewer Line. DESCRIPTION: SCHEDULING: Construction to begill.sllOflly ancr completion of design phase ilt FY 08. STATUS: l'relilllillary Desigll. BUDGET EFFECT: Will have positive impact HS deteriontled slrudures arc repluced. , -, -. .' CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL -.J I N m W DESCRIPTION: CIP NO: S W244 NEW CIP NO 26062'140 INITIALLY SCHEDULED: 07/0112005 TITLE: Replace Scw~r Main, Sea Vule wt:,St ufDro<ldw<lY DEPARTMENT: Ellgillc-cring COMMUNITY PLAN AREA: Western City PROJECT MANAGER: Anthony ChllkwlIdollle PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS , FY 2007-08 FY 2008-09 FY 2009-10 FY 2010-11 FY 2011-12 TOTAL THRU 2006-07 1. Planning / Env. Review $0 $0 $0 $0 $0 $0 $0 2. Land Acquisilion $0 $0 $0 $0 $0 $0 $0 3. Design $IO,OOO $IO,OOO $0 $0 $0 $0 $0 4. Construction $1)0,000 $130,000 $0 $0 $0 $0 $0 TOTALS $ISO,OOO $ISO,OOO $0 $0 $0 $0 $0 FINANCING SOURCES: SEWERFAC I $150,000 I . $150,000 J . I $0 I $0 J $0 . I u $0 I $0 TOTALS: I $ISO,OOO I $ISO,OOO I I $0 I $0 I $0 I $0 I $0 Project involves replacement of approximalely 650 feet of X inch VCI' with 8-inch PVC. JUSTIFICATION: Improvements required!o mitigate capacity constraints in Colorado Avenue Sewer. SCHEDULING: Con.stl"llction to begin shortly thereafter completiun of design in FY08. STATUS: In Design. BUDGET EFFECT: Will have posilive impact as deteriofllted pipe is replaced. CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIP NO: SW2'17 NEW CIP NO 26072470 INITIALLY SCHEDULED: 07/0112006 TITLE: Sewer Replilcement at Freeway Crossing.s DEPARTMENT: Enginceriug COMMUNITY PLAN AREA: Citywide PROJECT MANAGER: Anthony Chukwudolne PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2007-06 FY 2006-09 FY 2009-10 FY 2010-11 FY 2011-12 TOTAL THRU 2006-07 1. Planning I Env. Review $32,000 $32,000 $0 $0 $0 $0 $0 2. Land Acquisition $0 $0 $0 $0 $0 $0 $0 3. Design $100,000 $100,000 $0 $0 $0 $0 $0 4. Conslruclion $168,000 $168,000 $0 $0 $0 $0 $0 TOTALS $300,000 $300,000 $0 $0 $0 $0 $0 FINANCING SOURCES: SEWERFAC I $300,000 I $300,000 I I $0 I $0 I $0 I $0 I $0 .. TOTALS: I $300,000 I $300,000 I I $0 I $0 I $0 . U] $0.1 $0 -.J I N en -1=>0 This project will provide for wastewater system rehabilitation work at various freeway corssings throughout the City. It is anticipated that there will be allllllal allocatiuns for this on-going project. JUSTIFICATION; This project is bcillg proposed as a preventative measure ill an effurt to prevent cosily repnirs Ihat would otherwise be Heeded ill the event of the failure of any sewer lines that cross under a ti'ccwuy within the City. The Jililure of allY of these pipes crossing the freeways would not only result in a significant loss of function over an extended period oflimc. but could polentially itllpact the waler qll<llity oClhe San Diego Bay. DESCRIPTION: SCHEDULING: See Projecl Slnlus. STATUS: Prelimillnry design in fY08. BUDGET EFFECT: On-goillg mi"le",,"ce will be re(llIired. ."~ CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIP NO: SW250 NEW CIP NO: 26082500 INITIAllY SCHEDULED: 07/0112007 TITLE: Sewer Rehob 07-08 DEPARTMENT: Engineering COMMUNITY PLAN AREA: Cilywide PROJECT MANAGER: Anthony Chnkwndolue PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2007-08 FY 2008-09 FY 2009-10 FY 2010-11 FY 2011-12 TOTAL HIRU 2006-07 1. Planning / Env. Review $0 $0 $0 $0 .$0 $0 $0 2. Land Acquisition $0 $0 $0 $0 $0 $0 $0 3. Design $~O,OOO $0 $90,000 $0 $0 $0 $0 4. Construction $1,'1\7,473 $0 $\,417,473 $0 $0 $0 $0 TOTALS $1,507,473 $0 $1,507,473 $0 $0 $0 $0 FINANCING SOURCES: SEWd,FAC I $1,507,'173 I $0 I I $1,507,<173 I $0 I $0 I $0 I $0 TOTALS: I $ J ,507,473 I $0 I I $1,507,473 I $0 I $0 I $0 I $0 -.J I N en Ul DESCRIPTION: The primary purpose ofthis project is to facilital~ the repair. relinillg or replacement of deteriorating sewer lines und manholes within Ihe collection systelll. For FY 2007/08, the Sewer Rehahilitation Program will involve a significant amollnt of improvements in ilreas tlUlt were identified through lhe City's Video Munitorillg Program. SOllie of these arCllS were identified both through prior year's monitoring und Cllncnt waslewi.ltcr syskll\ inspection and maintenance r~cords. JUSTIFICATION: These improvements are necessary because failure uf any of these pipes would result in signiJicill1lluss of function over nil extended period oftilllc thereby readily damaging wuler quality, endangering public lte,i1th and safety and/or impacting the sewer fllnd. SCHEDULING: See Sial us. STATUS: Facililoliou iu FY08. BUDGET EFFECT: ~' CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIP NO: SW251 NEW CIP NO: 26082510 INITIALL YSCHEDULED:' 07/0112007 TITLE: G Street Sewer Improvements DEPARTMENT: Engineering COMMUNITY PLAN AREA: Westem City PROJECT MANAGER: Anthony Chukwudolue I PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2007-08 FY 2008-09 FY 2009-10 FY 2010-11 FY 2011-12 TOTAL THRU 2006-07 1. Planning I Env. Review $0 $0 $0 $0 $0 $0 $0 2. Land Acquisilion $0 $0 $0 $0 $0 $0 $0 3. Design $237,000 $0 $237,000 $0 $0 $0 $0 4. Construction $1,513,000 $0 $ I ,513,000 $0 $0 $0 $0 TOTALS $1,750,000 $0 $1,750,000 $0 $0 $0 $0 FINANCING SOURCES: SEWEHFAC I :$ I ,750,000 I $0 I $1,750,000 I $0 I $0 I $0 I $0 .. .. TOT ALS: I $1,750,000 I $0 I $1,750,000 I $0 I $0 I $0 I $0 -.J I N en en DESCHIPTION: Project involves the replacement of approximately 2,600 ICet ofK, 10 and 12 inch VCP and reformation of cxbliHg MH channel ilt G Sl and 3rt! Ave, and rCCOllllccting. all existing laterals. The project will bt:. fuuded wilh Sewer Facility Replacement FUllds. Imprnvclllcnts :ue required to Illitigate various defects identified through Ihe City's Video Monitoring Program, wastewater SYSICIII inspections and Illi.linlcnancc records. These improvelllents .m~ necessary because fnilurc of this pipe would re~)U1t in si~Hificant los:-i of functiun over an ext~nded p~riod of tim~ therehy readily damilgill~ water quality. endangering public health and safety and/or impadill~ the sewer fuud. JUSTIFICATION: SCHEDULING: See Slatus. STATUS: Desigll alld COllstructioll will be completed ill FY 07/0K. BUDGET EFFECT: Millimal. -J )) t\ "",t ~ CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIP NO: SW252 NEW CIP NO: 26062520 INITIAllY SCHEDULED: 07/01/2007 TITLE: C Sired Sewer Improvements DEPARTMENT: Enginecrillg COMMUNITY PLAN AREA: Western City PROJECT MANAGER: Anthony Chukwudoluc PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2007-06 FY 2006-09 FY 2609-10 FY 2010-11 FY 2011-12 TOTAL THRU 2006-07 1. Planning I Ellv. Review $0 $0 $0 $0 $0 $0 $0 2. Lalld Acquisitioll $0 $0 $0 $0 $0 $0 $0 3. Desigll $105,000 $0 $105,000 $0 $0 $0 $0 4. COllstructioll $495,000 $0 $'195,000 $0 $0 SO $0 TOTALS $600,000 $0 $600,000 - $0 $0'.,. $0 $0 FINANCING SOURCES: SEWERFAC I S600,OOO J $0 I I S600,OOO I $0 l $0 I $0 I $0 - - - .---. ---- . -- TOTALS: I $600,000 I $0 I I $600,000 I $0 I $0 I $0 I $0 -J I N m -J Over the years, the Uel) St Sewer line bt;t\veen Fourth and Fifth A venue has been experiencing heavy grcilse deposits along several segments of Ihe pipeline. As a result, the Public Works Operations Department has been fllrced to implement a contillllOll~ and costly preventative maintcHance progmm. 111 addition. through the City's Video Monitoring Progralll, several structural defects were also iucntiticd along various segments of this line. Consequently, this goal of this project is to replace approximately 900 feet of this pipeline (mostly 10 inch Vep). The project will be funded by the Sewer Replacement Fund. JUSTIFICA TlON: Jmprovements afC required to mitigate. various dcfcct~ identified through the City's Video Monitoring ProgrillH, wastewater system inspections and maintenance records. These improvcments are necessary becuuse failure of this pipe would resull in significanlloss of fUllction over an extcnded period of time thereby readily damaging, wnter fJuality. endangering public health und sutety andlor impacting the sewer fllnd. DESCRIPTION: SCHEDULING: See Slarlls. STATUS: Desigll and COllslrllelioll will he completed in FY 07/08. BUDGET EFFECT: Millilllal. ."':).. -c~' CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIP NO: SW25J NEW CIP NO: 26062530 INITIAllY SCHEDULED: 07/01/2007 Garret Street Sewer Improvements . TITLE: DEPARTMENT: Engineering - COMMUNITY PLAN AREA: Western City PROJECT MANAGER: Authony Chukwudolue . TOTAL PROJECT COST ESTIMATES: APPROPRIATIONS FY 2007-06 FY 2006-09 FY 2009-10 FY 2010-11 FY 2011-12 TOTAL THRU 2006-07 1. Planning / Env. Review $7.000 $0 $7 000 $0 $0 $0 $0 2. Land Acquisiliou $0 $0 $0 $0 $0 $0 $0 3. Design $7K,OOO $0 $7K 000 $0 $0 $0 $0 4. Construction $374,000 $0 $374000 $0 $0 $0 $0 5. projeclmanngcment $21,000 .to $2t,OOO $0 $0 $0 $0 TOTALS $480.UOO $0 $480,000 $0 $0 $0 $0 -.I I N en 00 fiNANCING SOURCES: SEWERFAC I $'180,000 I $0 J I $480,000 I $0 I $0 I $0 I $0 - ._u - TOTALS: I $4MO,OOO I $0 I I $4MO,OOO I $0 I $0 -, $0 I $0 VICINITY MAP: SCHEDULING: See status. '(. . ,.........,.\'\ \ ;, _,r . ------ ~.....- \ /--- \ , DESCRIPTION: Project involves lhe replacement of approximately 600 led of H inch yep including reconnecting all existing laterals. The projecl will be funded wilh Sewer Facility Replacement fnnds. Improvemenls me required to mitigate various defects identitied through the City's Video :Monitoring Program, wastewater system inspections Bnd ll1ilintcnancc records. These improvements are necessary he cause nlilure of lit pipe would result ill sigllificanlloss of function over an ~xlellded period llflillle ther~by readily damaging water quality, endangering pHhlic health nnd salety and/or impacting tht: sewer fund. JUSTIFICATION: ... " STATUS: Design and Constructioll will be completed in r-V 07/08. BUDGET EFFECT: Minilllal. ',J J'\ CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIP NO: S W999 NEW CIP NO 26069990 INITIALLY SCHEDULED: 07/01/2007 TITLE: Sewer Rdmbilitatioll Program, Future Allocations. DEPARTMENT: Engillt;ering COMMUNITY PLAN AREA: Citywide PROJECT MANAGER: AnlhollY Chllkwlldolue PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2007-08 FY 2008-09 FY 2009-10 FY 2010-11 FY 2011-12 TOTAL THRU 2006-07 1. Planning / Env. Review $156,000 $0 $0 $39,000 $39,000 $39,000 $39,000 2. Land Acquisition $0 $0 $0 $0 $0 $0 $0 3. Design $48,000 $0 $0 $12,000 $12,000 $12,000 $12,000 4. Construction $996,000 $0 $0 $249,000 $249,000' $249,000 $249,000 TOTALS $1,200,000 $0 $0 $300,000 ... $300,000 $300,000 $300,000 FINANCING SOURCES: SEWEHFAC I $1,200,000 J $0 I I $0 J $300,000 L $300,000 I $300,000 I $300,000 . . TOTALS: I $1,200,000 I $0 I I $0 I $300,000 1 $300,000 1 $300,000 I- ,. $300,000 -J I N O'l CD DESCRIPTION: This mUllIul allocation provides for watitcwater system rehabilitation work at certain locations throughout Ihe Cily. JUSTIFICATION: Based Oil variolls types ufwastcwater system inspections, illcludiug lhose performed with it closed-circuit television camera, it is recommended that certain rehabilitation wOI'k occur. Certain access areas identified uy the Public Works Operations Division require repJaccmt:lll (shaft, ring, and cover) due to having inadequate sizt: for confilJed space entry. Oilier access areas require new covers aud rings due to damage resulting ti'Dlll excessive load uearing stress. Certain sections of cracked pipe need to be replaced, repaired, or relillcd to prevent groundwater infiltration or leaching of raw seWi\ge into the groulld. This project provides for safe working conditions for the Public Works Operatiolls crew. SCHEDULING: On-going. STATUS: Project is for planning purposes. Separate projects will be created on an annual basis 10 undertake the act~lal construction. BUDGET EFFECT: None. VICINITY MAP: CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIP NO: S\V226 NEW Clf' NO: 26022260 INITIALL Y SCHEDULED: 07/01/2001 TITLE: Upgrade ()f Reach 205 or Poggi Canyon TlllJlk St:wer DEPARTMENT: General Services COMMUNITY PLAN AIlEA: Eastern Tcrrilory PIlOJECT MANAGER: Robertu Yano PROJECT TOTAL COST ESTIMATES: APPIlOPIlIATIONS FY 2008-09 FY 2009-10 FY 2010-11 FY 2011-"12 FY 2012-H TOTAL THRU 2007 -08 1. Planniny I Env, Review $K5,OOO $K5,OOO $0 $0 $0 $0 $0 2, land Ac~nisilion $0 $0 $0 ,$0 $0 $0 $0 3, Design $2H7,250 $2K7,250 $0 $0 $0 $0 $0 4, Construcli()n $1,627,750 $1,627,750 $0 $0 $0 $0 $0 TOTALS $2,OOO,OUO S2,OOO,OoO $0 SO $0 So SO FINANCING SOURCES: POGGICYNSWRDIF I $2,000,000 L $2,000,000 l~ $0 I $0 I $0 I $0 I SO TOTALS: I S2,OOO,OOO I $2,000,000 I I $0 I $0 I $0 I $0 I $0 -J I N -J o DESCRIPTION: Tilt: proposerJ improvement involves upsizing Reach 205 uf the Poggi Canyon Trunk Sewer from an 18" pipe to a 21" pipe lIsing llIicro tunneling or pipe bursting methods. Reach 205 is the existing portion of the Poggi CanYllll Trunk Sewer thai fUllS easterly to weslerly, beginning <lIthe downstream end of Poggi C.\IIyon Flood COlllrol Channel just Cllst or I-M05 and clIJing at Melrose Ave just west of 1-805. JUSTIFICATION: The Poggi Canyon Tnlllk Sewer is the future trunk sewer line that wilt primarily serve the developments in the Poggi Canyon Sewer Uasin. Based onllle "Poggi Canyon Uasin Gravity Sewer Bnsin Plan" study that wus prepared by Wilson Engineering, dated November 19, 1997, il was t.ktermined tlwt Rellch 205 of Poggi Canyon THInk Sewer willnced 10 be upsized from ill\ 1M" pipe" to a 21" pipe ill order to cOllvey the sewage l10ws generated from developments within the Poggi Canyon Stwer Oasin at build-out. To this effect a Development Impact Pee was cSli1blished 10 fund the I.:Ollstfllctioll uf the easterly reaches of the Poggi Canyon Trunk Sewer and the upsizing of tile deficient portiun (Reach 205) oftllt~ existing sewer lim:. The study also reCOil un elided that the line he monitored to determine when the improvements will be required. As jl result of the c\I[rcnt pace of development within aud outside Poggi CiUlYOI\ Basin, sljjffn:ccnlly cunducted it study lu Gvalunle the current How generation withilllhe bilsin. I.htset1 011 the findings uf thilt study, it was determined that it was now necessary to lIIake Ihe u:quired imlHovcmellls al this time. SCHEDULING: STATUS: PwjecI is 95%. BUDGET EFFECT: Ou-going mailltenallt.:e will be required. 201 CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIPNO: SW232 NEW CIP NO 26052320 INITIAllY SCHEDULED: 04/2712004 TITLE: Poggi Cllyn Sewer Extension ~ E.lstlHke Pkwy [r Olympic Pkwy 10 DEPARTMENT: Engineering PUIIIO Station COMMUNITY PLAN AREA: Eastern PROJECT MANAGER: Anthony Chukwudolue PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2008-09 FY 2009-10 FY 2010-11 FY 2011-12 FY 2012-13 TOTAL THRU 2007-08 1. Planning / Env. Review $0 $0 $0 $0 $0 $0 $0 2. Land Acquisition $0 $0 $0 $U $0 $0 $0 3. Design $2UO,00O $200,000 $0 $0 $0 $0 $0 4. Construction $1,03U,000 $1,030,000 $0 $0 $0 $0 $U TOTALS $I,230,OOU $1 ;23U,UUU $U ,..' $U' $U $U $U FINANCING SOURCES: THKSEWER I $1,230,000 $1,230,000 1-=:1 $0 I $0 I $U $0 I $0 TOTALS: $I,23Il,UUU $I,23U,UIlU I I . $U I $0 $0 I $U $U -.J I N -.J -' DESCRIPTION: Construction of Reach 2 of the Poggi Canyon Trun Sewc::r Extension which extends from Eastlakc Parkway, approximately J600 led westerly to the existing sewer located ill Olympic Pmkway. Piut oCthe Poggi Canyon Trullk Sewer ExknsiulI and will provide:: for gravity sewer line lhat follows Easllake Parkway from Olympic Parkway. \ \ t. /'__ JUSTIFICATION: SCHEDULING: See status. STATUS: This project is 99% complete. Developer reimbursement complete. BUDGET EFFECT: Normal maintellance of the new sewer line will be required. .... N "' 202 r(\ ~:~ CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIP NO: S\V255 NEW.CIP NO 26092550 INITIALLY SCHEDULED: 07/01/2008 TITLE: StIVer RehahilialiulI FY 2008-09 DEPARTMENT: Engineering COMMUNITY PLAN AREA: Western City PROJECT MANAGER: Anthony Chukwudolue PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2008-09 FY 2009-10 FY 2010-11 FY 2011-12 I'Y 2012-13 TOTAL THRU 2007-08 I, Planlling / EIIV, Review $12,000 $0 $12,000 .~O $0 $0 $0 2, Land Acquisition ,to $0 $0 $0 $0 $0 $0 J, Design $340,000 $0 $3'10,000 $0 $0 $0 $0 4, Conslrucllon $1,493,000 $0 $1,'193,000 $0 $0 $0 $0 TOTALS $1,845,000 SO $1,845,000 . $0 $0 .. $0 SO -.l I N -.l N FINANCING SOURCES: SEWEf<FAC TOTALS: $1,845,000_ $1,845,000 $0 $0 JI,845,000 $1,845,000 DESCRIPTION: The primary purpose of this project is 10 facilitate the rC1Hlir, rdining or replacement of deteriorating sewer lines and manholes within the collection systelll. For FY 200SJO'J, the Sewer Rclmbililutioll ProglillIl will in\'~llve a si~nificant ,IllUlllnl or improvements in .ueas Owl were identified through lhe City's Video Monitoring Program. Some oflhcst: areas wCIl:"idenliJied hoth through prior yem's monitoring illlll current wastewater system inspecliull and maintcnancc records. These improvements <lrt ncccsstlry bectlllse failure of any of these pipes would result ill significant loss of fUIH.:tion over all extcnded pcriod oftilllc thcrt.:hy readily damaging watcl quality. endangering public IH~<llth Hni! safety lInd/ur impacting the sewcr fund. The $55,000 shown for FY 2008-09 appropriated from the Western TDIF (DIFWTRANS) is a 10<111 fromlhc Tnlllsporlaliol1 Developll1cllllmpilcl Fund (TDIF). JUSTIFICATION: SCHEDULING: Set Slalus. STATUS: On-going. BUDGET EFFECT: The improvements willlessclI lllaintcllllllCC olllhcsc pipe sections. <) '.":'> $0 $0 $0 $0 $0 $0 .$0 $0 VICINITY MAP: 214 CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIPNO: SW256 NEW CIP NO 26092560 INITIALLY SCHEDULED: 07/01/200& TITLE: Hobinhood Ranch II PUIIlP SlationllllprOVClllcnts (Suney DEPARTMENT: Engillccring Drive) COMMUNITY PLAN AREA: Central PROJECT MANAGER: Anthony Chukwudolue I Luis Lahrad PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2008-09 FY 2009-10 FY 2010-11 FY 2011-12 FY 2012-13 TOTAL THRU 2007-08 1. Planning I Env. Review $10.000 $0 $10.000 $0 $0 $0 $0 2. Land Acquisition $0 $0 $0 $0 $0 $0 $0 3. Design $'10,000 $0 $40,000 .to $0 $0 $0 4. Cons Irucuon $0 $0 $0 $0 $0 $0 $0 TOTALS $50,000 SO S50,OOO $0 $0 SO $0 FINANCING SOURCES: SEWERFAC I . $50,000 I $0 I I $50,000 I $0 I $0 I $0 J $0 TOTALS: I S50,OOO I SO I I $50,000 I $0 I $0 I SO I SO -.J I N -.J W DESCRIPTION: This project involves Ihe preparilliol1 uLI preliminary design repmt. plans, specifications and cust estimates (PS&E) needed to facilil111e the construction of improvements which will cllhOlllce Ihe opernbilily.and safety of the H.obinhood Rmlch II pump stalioll. The Robinhood Ranch II SPS was originally built in 1975. When it was originally constructed, it was located next to a slrellJllbed, which causes the lin station to be subject to periodic Hooding. This is inconsistent with our current tJesigll stilndards. The surface of the wet well has he.en experiencing n1pid deterioration due to infiltr<Jtion. This has caused <In incrc.lse in the required maintenance !u~d repairs to the. pump statiun for the past severallllunths. In mldition, due to 1he current configuration of the pump stf\lioll area, the vehicular access to the pump st.illion needs to be improved. The goill of this project is to analyze, determine, and design the required improvements to mitigate these issues. ;v.'MlPI;;1 JUSTIFICATION: SCHEDULING: See status. l&ei\ll1l1 .>J' #" .... N STATUS: Oesign ilnd constfllclion in FY 200H-09. BUDGET EFFECT: Upon completion, the project \\Iollltl reduce the levels of mainlcnance. 215 ',' ..~ CITY OF CHULA VISTA CAP/TAL /MPROVEMENTS PROGRAM DETA/L CIP NO: SW257 NEW CIP NO 26092570 INITIAllY SCHEDULED: 07/01/2008 TITLE: North fifth Avenue Sewer Improvements-North or"e" Sf DEPARTMENT: Ellgil\l;ering COMMUNITY PLAN AREA: Western City PROJECT MANAGER: Anlllony Cllukwudulue PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2008-09 FY 2009-10 FY 2010-11 FY 2011-12 FY 2012-13 TOTAL THRU 2007-08 1. Plallllillg' Ellv. Heview $7,000 $0 $7,000 $0 $0 $0 $0 2. Lalld Acquisition $0 $0 $0 $0 $0 $0 $0 3. Deslgll $M9,OOO $0 $89,000 $0 $0 $0 $0 4. Construction $'IM4,OOO $0 $'18'1,000 $0 $0 $0 $0 TOTALS $580,000 $0 $580,000 $0 $0 $0 . $0 FINANCING SOURCES: SEWEI<FAC $580,000 I $0 I I $580,000 $0 I $0 I $0 $0 -- TOTALS: S580,OOO $0 I S580,OOO $0 . $0 T SO $0 -J I N -J .j:>. DESCmPTlDN: This project iilVolves the replilcel1lenl ufapproximafely 980 feet o.f 12-inch VCP with a 12-inch rye pipe along North Finh Avellue lIorlh uf"C" Street. The sewer line along North Fifth Avenue Ilorth oruc" Street has been experiencing heavy grcJlse deposits alung several segments of the pipeline. Through the City's Video Monitoring Progfillll, several s!ruclunll defects (primarily .sags) have heen identified along various segments Oflhis liue. As a result ufthe fn~quent grease buildup in the sags, Iht: Public Works Dtpartlllent has bcclI forced In imple.nH~llt a contiulIous and cosIly mainlenance progrnm to deal willi lhis issne in the: interilll.The proposed improvements are necessary b~callse the f(equclIt buildup could lead to loss of fUllctiull over all extended period of time thereby damagilig wilter quality, end.lIlgerillg public health and si.ddy and/o[ il1lpucling the se.wer fund. VICINITY MAP: SCHEDULING: Design ailt! Construction will be completed ill FY 2008-09. .... N JUSTIFICATION: STATUS: See Scheuuling. BUDGET EFFECT: Upon completion, the levels of maintenance will be lesstned. 216 ,~: CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIP NO: SW25S NEW CIP NO 26092580 INIT/ALL Y SCHEDULED: 07/01/2008 TITLE: Sewer Capacity Anillysis DEPARTMENT: Engilleering COMMUNITY PLAN AREA: Cifywide PROJECT MANAGER: Anthony Chtlkwullllluc PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2008-09 FY 2009-10 FY 2010-11 FY 2011-12 FY 2012-13 TOTAL IHRU 2007-08 1. Pklnning I Env. Review $50,000 $0 $50,000 $0 $0 $0 $0 2. Land Acquisition $0 $0 $0 $0 $0 $0 $0 3. Design $200,000 $0 $200,000 .to $0 $0 $0 4. Construction $0 $0 $0 $0 $0 $0 $0 TOTALS $250,000 $0 $250,000 SO $0 SO $0 FINANCING SOURCES: THKSEWER I $250,000 I $0 I I $250,000 J $0 1 $0 -r $0 I $0 TOTALS: I $250,000 I $0 I I $250,000 I $0 I $0 I $0 I $0 -..I I N -..I Ul This project illvolves the preparation of necessary preliminary engineering analysis, planning and design documents Ilccessmy 10 facilitate lhe construclion of a W;l.'ikwi\(cr Treatment facility in the City of Chulu Vista. JUSTlFICA liON: Current iJevdopmclIl uud futllfe hmd LIse projections indicate th,,! Ihe City will need to analyze additional wustcwuler hcatmcnl cupability. The City hus been explcuing the feasibility of constructing a Wastcwiller Reclamation Plant. This project will provide t1lHIlH:ing fur tl~e preliminary engineering illHJ design/planning effort. DESCRIPTION: SCHEDULING: See ~Iatlls. STATUS: Preliminary planning 10 begin in FY 2008-09. BUDGET EFFECT: Ensuring that the City has adequate sewage trealment capacity is key to Ihe City's desires to attract high quality dcvclopmentllud redevelopment projecls. ',--., 217 CITY OF CHULA VISTA CAPITAL IMPROVEMENTS PROGRAM DETAIL CIP NO: SW999 NEW Clp NO 26069990 INITIALLY SCHEDULED: 07/01/2007 TITLE: Sewer Rehabilitation Program, Future Alloc.llions. DEPARTMENT: Ell~illecring COMMUNITY PLAN AREA: Citywide PROJECT MANAGER: Alllhony Chukwudoluc PROJECT TOTAL COST ESTIMATES: APPROPRIATIONS FY 2008-09 FY 2009-10 FY 2010-11 FY 20'11-12 FY 2012-13 TOTAL THRU 2007-08 1. Planning I Env. Review $117.000 $0 $0 $:19,000 $:19,000 $39,000 $0 2. Land Acquisition $0 $0 $0 $0 $0 $0 $0 3. Design $36,000 $0 $0 $12000 $12,000 $12,000 $0 4. Construction $747,000 $0 .to $249,000 $249,000 $249,000 $0 TOTALS $900,000 $0 $0 $300,000 $300,000 SJOO,OOO $0 FINANCING SOUHCES: SEWERFAC I $900,000 $0 $0 $:100,000 $300,000 $300,0001 $0 .- - TOTALS: I $900,000 $0 SO S300,OOO S300,OOO S300,OOO I SO -..J I N -..J ()) DESCRIPTION: VICINITY MAP: This 111lllUul allocation proviJcs fm W<lstcwalcr system rehabilitation work at certain locations throughout Ihe Cily. JUSTIFICATION: Oascd Oil various types of wastewater system inspections, including thosc performed wilh a closed-circuit television cmllcra, it is ICCOlll11lCIHled t1mtl:erlain relwbilitl\lion work occur. Certain ilccess areas identified by the Public Works Operations Division require replacement (shaft, ring, and cover) due to htlving inadequate size for confined space entry. Other access .ar~as require ncw covers and rings due to damage n:slllling [rulll excessive loud beming stress. Certain sections or crilcked pipe nced to be replaced, repaired, or rdined to prevent groundwater infiltflltion odeaching or raw sewage into Ihe ground. This project provides for salt: working conditions for the Public Works Operations crew. SCHEDULING: Oll-glling. STATUS: Project is for plHllniug purposes. SCpilrilte projects will be created on an 1lI1lluall>asis to undertake Ih.e actual cOllstru..:lioll. BUDGET EFFECT: Nllllc. 218 .) .-.\ \ " 1 :-<- Appendix U 7-277 r) _';> :/ 6" Hoses in Stock 1 @77 ft. 1 @ 93 ft. 1@ 132 ft, 1 @ 95 ft. 1 @ 104 ft. (missing "0" Ring) Total footage 510 1 @ 27 ft. with no female end. 1 @ 26 ft. with no male end. 6" connections needed to make some lengths safer to handle 5 female 5 male 4" Hose Lengths 1 @ 71 ft. 1 @ 94 ft. 1 @ 83 ft. 1 @ 100 ft. 1 @ 123ft. 1 @ 52 ft. 1 @ 37ft. 1 @ 34 ft. 1 @ 18 "length x 4" Female "Firex" x Male Camlock connection 1 @ 18" F x F camlock Total footage 4": 594ft. 4" connections necessary to make these 4" hoses safer to handle. 4 Male ends 4 female ends 7-278 II :-, ( CllY Of CHUlA VISTA PUBLIC WORKS OPERATIONS 16755 PUMPS/POOLS MAINTENANCE DIVISION EQUIPMENT INDEX POOLS: LOMA VERDE POOL #1 CIRCULATING PUMP & MOTOR #2 CIRCULATING PUMP & MOTOR CHEMICAL SYSTEMS (CHLORINE & pH (C02 7 ACID) CHEMICAL CONTROL SYSTEM POOL HEATING SYSTEM SOLAR HEATING SYSTEM DOMESTIC WATER HEATING SYSTEM AUTOMATIC POOL FILL fiLTER SYSTEM AIR COMPRESSOR WATER SUPPLY (FROM NORTH WALL) WATER SUPPLY (FROM SOUTH WALL) MAIN POWER SUPPLY PARKWAY POOL CIRCULATING PUMP CHEMICAL SYSTEMS (CHLORINE & pH (C02 7 ACID) CHEMICAL CONTROL SYSTEM POOL HEATING SYSTEM SOLAR HEATING SYSTEM DOMESTIC WATER HEATING SYSTEM o 1I16/07G:IOfficeIOpen SpacelOfficelLockout Tagout ProcedureslIJ','VENTOR Y\Pumps systems for LOTO.doc 7-279 ~. I ,/,".' PARKWAY POOL (CONTINUED AUTOMATIC POOL FILL FILTER SYSTEM MAIN POWER SUPPLY MAIN WATER SUPPLY VENTILATION FAN PUMP STATIONS #1 CHULA VISTA POLICE DEPARTMENT #1 PUMP #1 MOTOR #2 PUMP #2 MOTOR CONTROL PANEL FLOAT CONTROLLER ALARM SWITCH MAIN POWER #2 G ST. PUMP STATION #1 PUMP #1 MOTOR #2 PUMP #2 MOTOR CONTROL PANEL FLOAT CONTROLLER LEVEL CONTROL SYSTEM AUX1LARY POWER PANEL MAIN POWER WATER SUPPLY LIGHTING (INDOOR & OUTDOOR) #3 SANDPIPER #1 PUMP #1 MOTOR #2 PUMP #2 MOTOR CONTROL PANEL o 1116/07G:\Office\Open Space\Office\Lo~kout Tagout Proced~res\INY'E"',ORY\Pumps systems for LOTO.doc 2 -7-280 ....-- '"-- #3 SANDPIPER(CONTINUED} LEVEL CONTROL SYSTEM MAIN POWER LIGHTING (INDOOR) #4 TIDELANDS #1 PUMP #1 MOTOR #2 PUMP #2 MOTOR CONTROL PANEL LEVEL CONTROL SYSTEM MAIN POWER FORCED MAIN LIGHTING (INDOOR) #5 MARINA #1 PUMP #1 MOTOR #2 PUMP #2 MOTOR CONTROL PANEL LEVEL CONTROL SYSTEM MAIN POWER FORCED MAIN LIGHTING (INDOOR) #11 HillTOP #1 PUMP #2 PUMP MAIN POWER CONTROL PANEL WATER SUPPLY #12 PARKSIDE DRIVE #1 PUMP 01l16/07G:\Office\Open Space\OfficeILockoul Tagoul Procedures\INVENTORY\Pumps systems for LOTO.doc 3 7-281 :'1-] i #12 PARKSIDE DRIVE (CONTINUED) #1 MOTOR #2 PUMP #2 MOTOR CONTROL PANEL LEVEL CONTROL SYSTEM MAIN POWER FORCED MAIN AUXILARY POWER PANEL DC CONTROL SYSTEM NATURAL GAS MOTOR NATURAL GAS SYSTEM BIOXIDE SYSTEM WATER SUPPLY LIGHTING (INDOOR & OUTDOOR) #15 MAX FIELD PUMP POWER FORCED MAIN #17 AUTO PARK #1 PUMP #1 MOTOR #2 PUMP #2.MOTOR CONTROL PANEL LEVEL CONTROL SYSTEM MAIN POWER DUAL FORCED MAINS AUXllARY POWER PANEL DC CONTROL SYSTEM. NATURAL GAS MOTOR NATURAL GAS SYSTEM SPRINKLER SYSTEM WATER SUPPLY LIGHTING (INDOOR & OUTDOOR) o l/16/07G:IOfficeIOpen SpacelOffice\Lockout Tagout ProcedureslJNVENTORYIPumps systems for LOTO.doc 4 7-282 rl-'/ (I #21 OTAY LAKES ROAD #1 PUMP #2 PUMP MAIN POWER PANEL AUXILARY POWER PANEL CONTROL PANEL GENERATOR AUTOMATIC TRANSFER SWITCH FORCED MAIN. JIB CRANE HOIST BIOXIDE SYSTEM AIR COMPRESSOR #1 AIR COMPRESSOR #2 WATER SUPPLY LIGHTING (INDOOR & OUTDOOR) #22 EASTLAKE PARKWAY #1 PUMP #1 MOTOR #2 PUMP #2 MOTOR CONTROL PANEL LEVEL CONTROL SYSTEM MAIN POWER GENERATOR AUTOMATIC TRANSFER SWITCH SPRINKLER SYSTEM WATER SUPPLY LIGHTING (INDOOR & OUTDOOR) #24 RANCHOROBINHOOD II #1 PUMP #2 PUMP CONTROL PANEL MAIN POWER WATER SUPPLY o 1I16/07G:\Office\Open Space\OfficeILockout Tagout Procedures\INVENTOR y\Pumps systems for LOTO.doc 5 7-283 Z--!:...O #25 RANCHOROBlNHOOD Ill(CONTINUED) #1 PUMP #1 MOTOR #2 PUMP #2 MOTOR CONTROL PANEL LEVEL CONTROL SYSTEM AUXILARY POWER PANEL WATER SERVICE #26 ORANGE AVENUE #1 PUMP #2 PUMP MAIN POWER PANEL AUXILARY POWER PANEL CONTROL PANEL GENERATOR AUTOMATIC TRANSFER SWITCH FORCED MAIN JIB CRANE HOIST BIOXIDE SYSTEM AIR COMPRESSOR #1 AIR COMPRESSOR #2 WATER SUPPLY LIGHTING (INDOOR & OUTDOOR) #27 OLYMPIC TRAINING CENTER I #1 PUMP #1 MOTOR #2 PUMP #2 MOTOR CONTROL PANEL LEVEL CONTROL SYSTEM MAIN POWER GENERATOR AUTOMATIC TRANSFER SWITCH SPRINKLER SYSTEM WATER SUPPLY o 1/16/07G:IOfficeIOpen SpacelOfficeILockout Tagout ProceduresIINVTh-rORY\Pumps sysrems for LOTO.doc 6 7-284 j " .. / #27 OLYMPIC TRAINING CENTER I (CONTINUED) LIGHTING (INDOOR & OUTDOOR) BIOXIDE SYSTEM #28 OLYMPIC TRAINING CENTER II #1 PUMP #2 PUMP CONTROL PANEL LEVEL CONTROL SYSTEM MAIN POWER LIGHTING (OUTDOOR) BIOXIDE SYSTEM NATURE CENTER SEA WATER SUCTIONFACILITY #1 PUMP #2 PUMP #1 BAY SYCTION #2 BAY SUCTION VACUUME PUMP SYSTEM #1 DISCHARGE LINE #2 DISCHARGE LINE OZONE GERERATOR OZONE CIRCULATION PUMP MAIN POWER AUXILARY POWER PANEL LIGHTING #1 STRAINER #2 STRAINER SEA WATER FILTRATION ROOM #1 PUMP . #2 PUMP #1 FILTER #2 FILTER MAIN POWER PUMP CONTROLLERS ALARMS WET WELL WATER INLET Ol/16f07G:\Office\Open Space\OfficeILockout Tagout Procedures\INVENTORYlPumps systems for LOTO.doc 7 7-285 _ .," 7 '-:J~~ ,FOUNTAINS MEMORIAL PARK FOUNTAIN YET TO BE COMPLETED CIVIC CENTER FOUNTAIN YET TO BE COMPLETED MAIN LIBRARY FOUNTAIN YET TO BE COMPLETED SOUTH C.V. LIBRARY FOUNTAIN I, II, III YET TO BE COMPLETED MISC. EQUIPMENT . VARIOUS ELECTRICAL HAND POWER TOOLS DRILLS (AC & DC CORDLESS) SAWS (AC) IMPACT DRIVER (AC) SOLDERING IRON & GUN (AC) ENGRAVER (AC) GRINDER: HAND HELD (AC) ACETEL YENE WELDER PVC WELDER (A C) INSTALLED POWER TOOLS BENCH GRINDERS (AC) o 1116/07G:IOft1ceIOpen SpacelOfficelLockout Tagout ProcedureslINVENTORY\Pumps systems for LOTO.doc 3 7-286 ,-, ",' -.l I N 00 -.l \',~~ .., \.1'0" \"'- ........ EQUIPMENT LIST WITH METER INFORMATION ";~.~.~{~~1k;:l!f1,~tt~.~n{U:iilntQv~e"J:uuipi'rie!il~~~~#'~~:!;f~'J.M'~~_f}!' .@i~j"imcnf#~ :~.Class'i t1',QeiH;j! iB:~~~:V.e1irl.Ma~~'JMoiJe("fJjg;l[: 11l';~~~i1~~'rraOJuriitle~.[~& ~;mt!ii;"ens'i!~~; ~.iW~'9a~1 ,Met~i'lJT 'e~ Cl(rerit.]VIHe~ ltiUt[M'e(e;f MARK SANCHEZ 2143 2101 16753 2002 Chevrolet 5-10 Exl lGCCS19W62818B405 1121537 1. M 21,552 21,552 STEVEN GONZALES 2210 2201 16753 2003 Chevrolel C-2S00 lGCGC24UB3Z330624 1032635 1 .M 13,670 13,670 SEHAFll-J PEREZ 2211 2201 16753 2003 Chevrolet C-lSOG lGCGC24U63Z330966 1032634 1 M 14,205 14.205 STEVE PADILLA 2299 2201 16753 2003 Ford F250 1 HNF20L63EA66246 1137837 1 M 18,652 18,652 SEWER TV VAN 2303 2309 16753 1996 GMC P3 -\DO lGDKP32R6W3500023 E037561 1 M 29,505 29,505 WALK IN VAN ~ 2304 2:109 16753 2002 GMC P3 100 5n4KP42RX23347284 112,1273 1 M 6,838 6,838 GENERATOR 7731 2305 2309 16753 2003 GMC P3 100 5lHKP42RX33360B28 1164335 1 M 9,192 9,192 TV VAN WI GENERATOR # 7737 2306 2309 16753 2004 GMC P3 toO wrrv 5B4KP42U443390882 X 1 M 802 802 FORM TRUCK 2350 2319 16753 2002 Ford F450 1 FOXF46F12E062324 1131775 1 H 748 746 MARI<oUT mUCK 2358 2320 16753 2001 GMC W4500 4KDC481 R91J801656 ED37fiBO 1 M 57,647 57,647 MARKOUT TRUCK 2361 2320 16753 2U03 Ford F450 1 FOXF46S33ED01331 1032638 1 M 24,625 24,625 5 YARD DUMP 2508 2522 16753 19991nternalional4700 1 HTSCABN7XH62632 t 1015811 1 " 2,892 2,892 5 YARD DUMP 2514 2522 16753 2001lnlernaliullaJ 4900 tllTSDMN3111344389 1066435 1 H 1,750 1.750 5 YARD DUMP 2515 2522 16753 2001lnlernallonal49QO 11 ITSOAAN11H344391 1066436 1 H 1,770 1,770 RODDER 2579 2570 16"'53 2001 Ford F450 lFOXF46F41EC51412 1110733 1 H 3,705 3,705 12 CU81C YARD DUMP 2803 2838 16753 1995 Inlernallonal 2674 l11TGLAHR5S11212642 E:rl6684 1 H 3,687 3,687 12 CUOIC YAllO DUMP 2805 2838 16753 2001 Volvo ACl64B 4V5SC6GG01N309750 E037644 1 H 1,816 1,816 12 CUBIC YARD DUMP 2806 2838 16753 2001 Volvo ACLG48 4V5SC8GG21 N309751 E037645 1 H 1,636 1,636 CRANE TRUCK 280B 2840 16753 2004 Volvo VH064 4V5KC9GFX4N353109 1032627 1 H 51 51 CEMENT MIXER 2812 2805 16753 1993 Ffeiqhl Liner Fl 80 1FVGJlBBBPl428465 E3fl6412 1 H 2,501 2,591 VAC.ON SEWER JETTER 2902 2900 16753 2000 Slerlin LN8000 2FZHRJB[l5Y ASS731 B 1049718 1 II 4,264 4,264 VACTOR 2100 SERIES STORM DRAIN 2904 2900 16757 2000 Slerlino LN8000 2FZHRJBBBYAB51638 1049719 1 II 4,059 4,059 VACTOR 1200 SERIES, 5 YARD 2905 2900 16753 2002 International 2654 111TGMADH42H406372 1101481 1 fI 3.702 3,702 VACTOR 1200 SERIES, 5 YARD 2906 2!JOO 16753 2002 InlelOalional 2654 1I1TGMADR62H406373 1094292 1 II 3,605 3,60.5 VAClOR 2100 SERIES STORM DRAIN 2907 2900 16757 2003 International 7400 l11TWGAOT93J074924 1151072 1 H 1,643 1,643 VACTOR 2100 SERIES STORM DHA1N 2908 2900 16757 2004 IHC 7400 11lTWGADT74J016313 1156517 1 fI 803 803 NJA 3141 3143 16753 John Deere TLR Puma 586233-r NIA 1 II 419 419 MOBIL L1GIIT TOWER 3351 3350 16753 2000 MagnulO 40601-MII-E 5AJLS1615YBOOO721 LT3351 1 H 120 120 MOBIL L1GIIT TOWEl< 3352 3350 16753 2000 Maunum 40601 MII-E 5AJLS 1615YBOOO722 LT3352 1 H 324 324 COMPRESSOR 3602 3600 16.,53 1997 Sullivan D175QJD5 16609A SE469193 , H 220 220 COMPRESSOR 3604 3600 16753 2002 Airman PUS 185S B4-6B10627 SE521025 1 H 125 125 BOBCAT 5714 5710 16753 2000 Bubcat 763 512255295 X 1 H 565 565 BOBCAT 5716 5710 16753 2002 Bobcat 763 512266486 X 1 H 263 263 I.OADER I1ACI<HOE 5805 5800 16753 2005 Case 590L 4WD JJG0209067 NIA 1 H 3,235 3,235 LOAOER BACKHOE 5806 5800 16753 2005 Case 590L 4WD JJG0209084 NIA r II 3,537 3,537 CATERPIU.AR EXCAVATOR 5903 5900 16753 1999 Caleroillar M318 OBAl0215B 1034214 1 H 1,461 1.461 FOllKLlFT 6605 6066 16753 2001 Komalsu FG 30511T-12 556815-A MAXWELL 1 H 396 396 GENERATOR 7"120 7700 16753 1997 Generac 7.5 KW 3036068 TV VAN VAN 2303 2 II 8480 8,480 HONDA GENERATOR MOUNTED ON 2304 7730 7700 18753 2002 MumQuiv 9700 5464068 VAN 2304 2 H 1 1 GENERATOH ON SEWER VAN 2305 7731 TlOO 16753 2003 Mulli( uiu 9700 5470062 VAN 2305 2 H 69 69 BRIAN WALTHER'S CONFINEO SPACE VEHICLE 2282 2219 16755 2000 Ford F350 1 FDWF37S7YEC57703 1047534 1 M 32,800 32,800 TRUCK UTIUTytBRA1N WAlTIIER) 2359 2320 16755 2002 Ford F450 lFDXF46F82E062384 1145432 1 M 14,523 14,523 THUCK UTILITY (BRIAN WALTHER 23G3 2320 16755 2003 Ford F450 1FDXF46F03EA01474 1151137 1 M 8,605 8,605 DHlPRIME PUMP (BRIAN WALTHr::R) 3144 3143 16755 2000 Godwin CD100M.CrS 16MPF0819YD027673 X 1 H 215 215 GENERATOr~ STANDBY) (BRIAN WALTIIER 7710 7700 16755 1993 Kohler 100 KW 2800 OLYMPIC PKWY. OLYMPIC #1 2 H 51 51 GENERATOH STANDBY) BRlAN WALTIIER) 7712 7100 16755 1998 Cateruiltar 3406C E. ORANGElOL YMPIC PKWY. OLYMPIC 01S 2 H 55 55 GENERATOR STANOnY) ORlAN WALTIIEH 7715 7700 16755 1993 Wisconsin 5 KW 59B PARKSIDE DR. NGAS PARKS IDE 0 2 H 23 23 GEhlERA TOn STANDIlY) BRIAN WALTHER 7716 7700 16./55 1993 Onan 100 KW 11900338583 EASTLAKE P 2 H 410 410 GENERATOR (STANOIlY\(BRIAN WALTHER) 7717 7700 16755 1993 CalemH1ar,300 KW 2660 OTAY LAKES ROAD OUT OF SER 2 H 140 140 GENERATOR (STANDBY) (BRIAN WALTHER) 7719 7700 16755 1993 WisconsIn 4 KW 560 AUTO PARK DR. NGA AUTO PARK 2 H 16 16 . GENERATOR (STANDnY) MOUNTED ON TRUCK 2282 7728 7700 16755 2003 Ilonda E06500 GCM 2688974 ENGINE VEH 2282 2 H 23 23 GENERATOH STANDBY) MOUNTED ON TRUCK 2359 7732 7700 16755 2003 Porter-Cable BSV800 99121511 TRUCK 2359 2 N 1 1 TOTAL UNITS FOR DEPARTMENT 1li753: 40 TOTAL UNITS FOR DEPARTMENT 16755: 12 Paglll RESOLUTION NO. 2009- RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CHULA VISTA APPROVING THE CITY OF CHULA VISTA SEWER SYSTEM J\i1A1'\[AGEMENT PLAN WHEREAS, the State Water Resources Control Board adopted Order Number 20006- 0003-DWQ requiring any public entity that owns or operates a sanitary sewer system greater than one mile in length to implement a Sewer System Management Plan; and WHEREAS, the San Diego Regional Water Quality Control Board adopted Order Number R9-2007-0005 that recognized the State order and mandated additional requirements regarding the management of sanitary sewer ?ystems; and WHEREAS, the City of Chula Vista owns and operates in excess of 500 miles of sewer lines and associated infrastructure; and WHEREAS, both the State and regional orders requiTe an agency's Sewer System Management Plan be approved by each agency's governing body. Presented by Richard A. Hopkins Director of Public Works 7-288