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ORIGINAL
CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
From: Ken Fischer, Director
Subject: Resolution of the Mayor and
Common Council of the City of San
Bernardino adopting the City of San
Bernardino's Sewer System
Management Plan (SSMP) as required
by the State Water Resources Control
Board.
Dept: Public Services
Date: May 14, 2009
Meeting Date: June 1, 2009
Synopsis of Previous Council Action:
On August 18, 2008, the Mayor and Common Council of the City of San Bernardino
approved the preparation schedule for the Sewer System Management Plan (SSMP) as
required by the State Water Resources Control Board.
Recommended Motion:
That the final Sewer System Management Plan (SSMP) be adopted.
l:;j?~ -
/ Signature
Contact person: Ken Fischer, Director
Phone:
5140
Supporting data attached:
Staff Report, Resolution and
Attachment "1A"
Ward:
All
FUNDING REQUIREMENTS:
Amount:
None
Source:
No Cost to the City
Finance:
Council Notes:
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~ eseJ 2aJ9 -/3/
Agenda Item No. 20
(; -f...()q
CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
Staff Report
Subject:
Resolution of the Mayor and Common Council of the City of San Bernardino adopting the
City of San Bernardino's Sewer System Management Plan (SSMP) as required by the
State Water Resources Control Board.
Background:
On May 2, 2006, the State Water Resources Control Board (State Water Board) adopted
Statewide General Waste Discharge Requirements (WDRs) for Sanitary Sewer Systems,
Water Quality Order No. 2006-0003 (Sanitary Sewer Order) in order to provide a
consistent regulatory approach to address sanitary sewer overflows (SSOs).
The Sanitary Sewer Order requires public agencies that own or operate sanitary sewer
systems to develop and implement a Sewer System Management Plan (SSMP) and report
all sanitary sewer overflows (SSOs) to the State Water Board's online SSO database. The
SSMP is a document that describes the activities our City uses to manage the wastewater
collection system effectively in order to decrease the number of SSOs. The SSMP also
details how the City of San Bernardino's sewer system is operated, maintained, repaired
and funded. The SSMP includes a routine preventive operation and maintenance
program, an overflow emergency response plan "Spill Plan," design and construction
standards for rehabilitation and replacement.
On August 18, 2008, the Mayor and Common Council of the City of San Bernardino
approved the preparation schedule for the SSMP as required by the State Water
Resources Control Board. Since then, staff has developed the SSMP and is currently
reporting all SSOs to the online database. The final step of the SSMP process is the
approval by the Mayor and Common Council of the City of San Bernardino approving the
SSMP for adoption and implementation.
The required elements of the SSMP are as follows:
Element
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
tion
Control Pro ram
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CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
Staff Report- Continued
To date, all thirteen elements of the SSMP have been developed and are ready for
approval and implementation. The Public Services Department, in coordination with the
Development Services Department and the Water Department, maintains the City of San
Bernardino's sewage collection system. The purpose of this plan is to identify the basic
elements of the City's sewage spill response plan, assist and train employees to comply
with the responsibilities of our action plan and ensure that appropriate entities are informed
of each sewage spill.
Public Services staff will continue to update the SSMP as an ongoing program in order to
improve the effectiveness of the program. The SSMP is attached hereto as Attachment
"1A" and a copy will be on file in the City Clerk's Office for review.
Financial Impact:
There is no financial impact at this time. However, as part of implementing the different
elements of the SSMP, the City will incur annual operating and maintenance and capital
improvement costs that will be reviewed as part of the City's annual budget adoption
process.
Recommendation:
That the final Sewer System Management Plan (SSMP) be adopted.
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RESOLUTION NO.
t(Q)flf
RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF
SAN BERNARDINO ADOPTING THE CITY OF SAN BERNARDINO'S SEWER
SYSTEM MANAGEMENT PLAN (SSMP) AS REQUIRED BY THE STATE WATER
RESOURCES CONTROL BOARD.
WHEREAS, the State Water Resources Control Board (State Water Board)
adopted Statewide General Waste Discharge Requirements (GWDRs) for Sanitary
Sewer Systems, Water Quality Order No. 2006-0003 (Sanitary Sewer Order) on May,
2,2006; and
WHEREAS, the City of San Bernardino has complied with the Statewide
General Waste Discharge Requirements; and
WHEREAS, staff recommends that the Mayor and Common Council of the City
of San Bernardino adopt the Sewer System Management Plan (SSMP) as required by
the State Water Resources Control Board;
NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND COMMON
COUNCIL OF THE CITY OF SAN BERNARDINO AS FOLLOWS:
SECTION 1. That the Mayor and Common Council hereby adopt the Sewer
System Management Plan (SSMP) as part of the General Waste Discharge
Requirements (GWDRs) for Sanitary Sewer Systems, attached hereto as Attachment
"1A" and incorporated herein by this reference.
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RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF
SAN BERNARDINO ADOPTING THE CITY OF SAN BERNARDINO'S SEWER
SYSTEM MANAGEMENT PLAN (SSMP) AS REQUIRED BY THE STATE WATER
RESOURCES CONTROL BOARD.
I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the
Mayor and Common Council of the City of San Bernardino at a
6 meeting thereof, held on the
7 following vote, to wit:
day of
, 2009, by the
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Council Members:
AYES
NAYS
ABSTAIN
ABSENT
ESTRADA
BAXTER
BRINKER
SHORETT
14 KELLEY
15 JOHNSON
MCCAMMACK
Rachel G. Clark, City Clerk
The foregoing resolution is hereby approved this
,2009.
day of
Patrick J. Morris, Mayor
City of San Bernardino
26 J sF. Penman
27 it Attorney
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Attachment "1A"
c
Sewer System Management
Plan (SSMP)
Prepared by:
City of San Bernardino
Public Services Department
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300 North "D" Street
San Bernardino, CA 92418
In .,
r,_~-h""-,~.,~~>, .~.- f'.j,:
Od ",' ., .
San Bernar "ino
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Table of Contents
The required sections of the Sewer System Management Plan are: Page
Introduction..... ................................................ ..................... .pg. 3
(i) Goals ....
..................................................................pg. 3-4
(ii) Organization......................... .... ............ ... ......... ............... .pg. 4
(iii) Legal Authority........................................ ....... .............. .. ..pg. 5
(iv) Operation and Maintenance Program................. ..... ...... ....... .... pg. 5-8
(v) Design and Performance Provisions. ............. ...............,......... .. pg. 8
(vi) Overflow Emergency Response Plan..................................... ....pg- 8-10
(vii) Fats, Oils, and Grease (FOG) Control Program....... .................. ..pg. 10-11
(viii) System Evaluation and Capacity Assurance Plan.................... ....pg. 12
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(ix) Monitoring, Measurement, and program Modifications................ .pg. 13
(x) SSMP Program Audits.......................................................... ..pg.13
(xi) Communication Program.... ............... .................................. .pg.13-14
. Attachments
Attachmen:t 1 - SSMP Organizational Chart
Attachment 2 - SSO Reponing Chain of Communications
Attachment 3 - Chapter 13.32 of the City of San Bernardino Municipal Code
Attachment 4 - Chapter 13.08 of the City of San Bernardino Municipal Code
Attachment 5 -'" Maps/Sewer Pipe Length/Grid
Attachment 6 - Preventive Maintenance (PM) and Operation
Attachment 7 - Rehabilitation and Replacement Plan
Attachment 8 - Staff Training
Attachment 9 - Overflow Emergency Response Plan ("Spill Plan")
Attachment 10 - Fats, Oils, and Grease (FOG) Control Program
Attachment 11 - Sewer Master Plan
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SEWER SYSTEM MANAGEMENT PLAN
Introduction
One of the requirements of the Water Discharge Requirement (WDR) is to develop and
implement a Sewer System ~Ianagement Plan (SS~IP). By de,-eloping and implementing the
procedures in the plan, the occurrence of sanitary se".er m.erflows (SSOs) should decrease.
Fortunately, due to proactive approaches to sewer system management, the Street Division
within the Public Sen'ices Department is currenth. practicing most of these requirements.
The Public Sen-ices Department, in coordination with the Development Sen..;ces Department
and the Water Department, maintains the City of San Bernardino's sewage collection system.
The purpose of this plan is to identify the basic elements of the City's sewage spill response
plan, assist and train employees to comply ,,~th the responsibilities ot our action plan and
ensure that appropriate entities are informed of each sewage spill over 1,000 gallons (23CCR
2250(a)).
The City of San Bernardino recognizes the importance of protecting water quality by
implementing a plan to reduce and pre,-ent sewer spills and is supplementing its existing
sewer system management program with the requirements of the new State regulations.
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Goals
The following are key goals for the City of San Bernardino, Public Sen-ices Department,
Street Division, and Sewer Line Maintenance Section:
. Minimize the number and impact of SSOs that occur
. Mark and inventoty all storm drain systems
. Video camera 20% of the City's sewer system for in,-entory each year
. Prioritize and repair main lines identified through the ,-ideo camera system
. Implement a sewer line manhole repair program
. Implement contractual services for the maintenance and repair of the City's 12 sewer lift
stations
. Implement an emergency response-monitoring program to reduce sewer response call
times and claims
. Establish a monitoring system to keep track of the 510 miles of mainline sewers
. Clean and inventory all storm drain systems City-wide
. Increase community awareness of the dangers of SSOs
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Sewer System Management Plan (SSMP)
(i) Goal: The main goal of the Sewer System Management Plan (SS~IP) is to prm'ide a plan
to properly manage, operate, and maintain all parts of the sanitary se\\.er S\'stem.
This will help reduce and pre"ent SSOs, as well as mitigate any SSOs that do
occur.
(ii) Organization: The SSMP must identify:
(a) The responsible and authorized representative as detailed in Section H of this
Ordet is Randy Kuettle, Deputy Director/Maintenance Services, CiCl. of San
Bernardino Public Services Department, Street Division.
(b) The names and telephone numbers for management, administratiye, and
maintenance positions responsible for implementing specific measures in the
SS:\IP program. The SSMP must identify lines of authoriCl' through an
organization chart or similar document with a narrati,-e explanation.
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. The names and telephone numbers for management, administrative, and
maintenance positions responsible for implementing specific measures of
the SSMP program including we lines of authority are shown in
(Attachment I),
(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 Sen'ices (OES)).
. The chain of communication for reporting SSOs is shown in
(Attachment 2), Employees must promptly report any SSOs to their
immediate supervisor. The supervisor will then notify the Deputy
Director/Maintenance Services. of the SSOs and contact outside
agenCles. The Deputy Director/Maintenance Sen-ices or the Sewer
Maintenance Supervisor shall report the SSOs to the Office of
Emergency Sen-ices (OES) in accordance with California Water Code
Section 13271.
The office of Emergency Sen-ices can be contacted at (800) 852-7550. See
Appendix "E" of the ("Spill Pian") for outside agency notification numbers
(Note: These agencies must also be notified when SSOs occur).
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(iii) Legal Authority: Each Enrollee must demonstrate, through sanitary sewer system use
ordinances, sen-ice agreements, or other legalll. binding procedures, that it possesses the
necessary legal authority to:
(a) Pre\.ent illicit discharges into its sanitary sewer 51.stem (examples may include III,
storm".ater, chemical dumping. unauthorized debris and cut roots, etc.);
. Chapter 13.3~ of the City of San Bernardino ~Iunicipal Code establishes
ordinances that pre\-ent illicit discharges into ItS sarutar\" sewer 51'stem
(See Attachment 3).
(b) Require that sewers and connections be properl\" designed and constructed;
. Chapter 13.08 of the City of San Bernardino Municipal Code establishes
ordinances that require that sewers and connections be properly designed
and constructed. The City of San Bernardino is. corrunitted to ensuring
that sewers and connections be properly designed and constructed. This
is done by regular inspections during the construction process (See
Attachment 4).
(c) Ensure access for maintenance, inspection, or repairs for portions of the lateral
owned or maintained bl" the Public .\gencl";
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. Public Sen'ices has access to all its facilities for the proper maintenance
or ll1specuons as needed. The access is maintained and repaired as
needed.
(d) Limit the discharge of fats, oils. grease and other debris that mal. cause blockages;
and
. The City of San Bernardino \V iter Department conducts an inspection
program to assure the pretreatment of all discharge systems are
contained. Sampling of waste,,;ater is preformed on a rourine basis to
assure compliance with discharge standards. Public Sen,ices works in
cooperation with the \\' ater Department to assure the standards are
maintained.
(e) Enforce any violation of its sewer ordinances.
. The Water Department enforces sewer I"iolations. If \'iolation is criminal
in nature, City police and all other agencies im'olved, including the
Health Department, Regional Quality Board, EPA will be contacted.
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(iv) Operation and Maintenance Program. The SSMP must include the elements listed
below that are appropriate and applicable to the Enrollee's system:
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(a) Maintain an up-to-date map of the sanitary sewer system, showing all gravity line
segments and manholes, pumping facilities, pressure pipes and ,'alves, and
applicable stotmwater com'ennce facilities;
. The Public Services Department updated its maps of the sanitary sewer
system, showing all gravity line segments and manholes, pumping
facilities, pressure pipes and "alves, and applicable stotm".ater
com.eyance facilities. As new de,'elopments occur, the 51.stem is updated
(See Attachment 5),
(b) Describe routine pre,.entive opetation and maintenance acti,'ities by staff and
contractors, including a system for scheduling regular maintenance and cleaning
of the sanitary sewer system with more frequent cleaning and maintenance
tarll:eted at known problem areas. The Preventi,'e Maintenance (PM) program
should ha,'e a system to document scheduled and conducted activities, such as
work orders;
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. Public Sen'ices Department, Sewer Line '\[aintenance Di,'ision has
de,' eloped se,'eral maintenance approaches for the Q\'erall sewer
collection system. The maintenance approaches include, Citywide sewer
mainline cleanings, ongoing preventive maintenance of problem areas
and the use of closed circuit camera inspections (CCT\) of mainlines.
Staff also works with the Water Reclamation Sewer Plant Section in order
to minimize Fats, Oils and Grease (FOG) from entering the collection
51.stem. Staff uses the iW'orq database in order to track the sewer-related
work orders (See Attachment 6).
. Cnder the direction of the Public Sen'ices Director, the Sewer
Maintenance Section is responsible for maintaining approximately 510
miles of sewer mains. They use jetting and vacuum equipment to keep
the lines clear. Sewer lines are cleaned on varying schedules. The crew
uses ,-ideo equipment to record the condition of sewer lines and handles
emergency repairs 24 hours a day.
. The Public Sen.ices Department is responsible for the maintenance of
sewer lines and the sanitary sewer collection system. This work includes
the maintenance of manholes, sewer siphons, and all sewer lift stations.
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(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 ,'i;ual and 1Y
inspections of manholes and sewer pipes, as well as 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
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time schedule for implementing the short- and long-term plans plus a schedule for
de,.elopin~ the funds needed for the capital improvement plan;
. The Developmental Sen.ices Department IS responsible for the
maintenance of all construction and as-built sewer plans and the sanitary
sewet collection 51.stem atlas. The Denlopmental Sen-ices Deparnnent
is also responsible for the sewer master plan, siphon maintenance and for
the ongoing reconstruction projects in the sarUlan. sewer 51.stem (See
Attachment 7).
(d) Ptovide training on a regular basis for staff in sanitan. sewer system operations
maintenance, safety procedures, and require contractors to be appropriately
trained; and
. Training is the key to the success of this plan. The training sessions below
will continue to be conducted. .>'dditionally, employees will review the
orientation exercise even- si., months; one tabletop and one functional full-
scale exercise will be conducted annuall,. (See Attachment 8 for a list of
additional training sessions).
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1. ORIENTATION EXERCISE - This exercise will consist of a lecrure
with handouts and o,-erheads cO\-eting all aspects of the response plan.
Each employee willleam what their indi,-idual duties and responsibilities are
and how to wotk togethet as a team.
2. TABLETOP EXERCISE - In this exercise, equipment or deployment of
resources will not be used. All acti,-ities will be simulated. Employees will
learn through discussion and the use of a facilitator. The exercise.\\,j!J focus
on the e'.ents leading to a potentially catastrophic spill and how to mitigate
the effects.
3. FUNCTIONAL FULL SCALE EXERCISE - This exercise will
simulate a large-scale spill where employees will tespond to a mock spill.
Equipment will be deployed including sewer trucks, pumps, and
containment equipment. .>. confined space entry exercise will be
conducted in conjunction with this exercise. Back up resources will be
controlled and included in one exercise. Following the exercise a critique
will be conducted in order to improve this plan. Contractors will also be
appropriately trained.
(e) Provide equipment and replacement part in,.entories, including identification of
critical replacement parts.
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. The Street Division within the Public Sen-ices Department has an aging
fleet. Three (3) new hydro-jet machines were purchased in July 2008.
The Division will also purchase additional emergency response vehicles
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that will assure a quicker response to SSOs plug ups. Specialized
equipment has the ability to videotape and remove debris simultaneously.
(v) Design and Performance Provisions:
(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 Street Division within the Public Set"\;ces Department is responsible
for the maintenance and repairs of all sewer lift stations, including the
telemetry system, emergency power and station dry wells. The
Deyelopment Sen;ces Departtnent is responsible for the maintenance of all
construcnon and as-built sewer plans and the samtaty sewer collection
".stem atlas.
(b) Procedures and standards for inspecting and testing the installation of new
sewers, pumps, and other appurtenances and for rehabilitation and repair
proJects.
. The De,-elopmental Set"\,ices Department has established the procedures
and standards for inspecting and testing the installation of new sewers,
pumps, and other appurtenances and for rehabilitation and repair
projects (See Attachment 7).
. The Street Di,;sion within the Public Set"\;ces Department is also
responsible for maintaining procedures and standards for inspecting and
testing the installation of new sewers, pumps, and other appurtenances and
for rehabilitation and repairs projects. The Street Division uses the
standards that are currendy in place.
(vi) .overflow Emergency Response Plan- Each Enrollee shall deyelop 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;
. The Street Di,;sion within the Public Set"\;ces Department has
implemented an SSO spill plan and is following established procedures.
The established procedures also include all Federal, State, and local
government regulations (See Attachment 9).
(b) A program to ensure an appropriate response to all m.erflows;
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. The City of San Bernardino currently has a program in place to ensure an
appropriate response to all overflows. The first crew to respond to a
sewer back up and/or spill has the inunediate respons~bility to protect
people, property and the environment from the effects of a sewage
release. To meet these objectives in a rapid. efficient and organized
manner, staff shall respond and fulfill the duties in the following
categories as directed bv the established plan which include:
CONTAlN...spilling sewage..keep it from entering waterways.
Keep the sewage where it can be recovered and returned to the sewer.
t-.lake the best of containment opportunities, take advantage of: flood
control facilities, construcrion excayanons, ,-acant lots, etc.
Containment materials...sand, sand bags, poly sheering, ete., however,
ensure sewage does not enter facilities. which drain to waters of the
l:nited States.
CONTROL...the spil1..relieve or bypass area of failure.
Bypass the obstructed line or pump the spillage into a different flowing
line.
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CLEANUP...the affected areas...to ensure public healtll.
RemO\'e \.;sible debris.
Washdown and contain the affected area being careful not to create a
problem somewhere else.
To disinfect or not to disinfect:
...consider requirements of other agencies.
...consider beneficial use of receiving waters.
...consider the uses and ownership of affected property.
Clean-up of hard and soft surfaces.
(c) Procedures to ensure prompt notification to appropriate regulatory agencies and
other potenrially affected entities (e.g. health agencies, Regional Water Boards,
water suppliers, etc.) of all SSGs that potentially affect public health or reach the
waters of the State in accordance with the MRP. All SSGs shall be reported in
accordance with this MRP, the California \\later Code, other State Law, and
other applicable Regional Water Board WDRs or NPDES permit requirements.
The SSMP should identify the officials who will recei\'e immediate notification;
· Included in current Spill Plan (See Appendix "E" of Spill Plan).
(d) Procedures to ensure that appropriate staff and contractor personnel are aware
of and follow the Emergency Response Plan and are appropriately trained;
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. The Street Dil-ision within the Public Sen-ices Department currendy trains
and has an ongoing training program to ensure that employees are aware of
and folio". the Emergency Response Plan.
(e) Procedures to address emergency operations, such as traffic and crowd control
and other necessary response activities; and
. The Su.eet Dil'ision ,,-ithin the Public Sen-ices Department currently sets up
the perimeters and maintains a safe zone during am. SSO and clean up
procedures. Police sen-ices are also utilized for traffic enforcement and
crowd control. If an el'ent requires EmergencI. Operation Center (EOC)
sen.ices, all EOC standards of operation will be applied. Contact Andy
Coady, Em-ironmental Control Officer \\-ithin the :\lunicipal Water
Department, at (909) 384-5507 or cell phone at (909) 379-2597.
(f) A program to ensure that all reasonable steps are taken to contain and prel'ent
the discharge of untreated and partially treated wastewater to waters of the
l' nited States and to minimize or correct any adl'erse impact on the em'ironment
resulting from the SSOs, including such accelerated or additional monitoring as
mal. be necessary to determine the nature and impact of the discharge.
. The Ol'erflow Emergency Response plan ("Spill Plan") currentll. ensures
that all steps are taken to contain and prel'ent the discharge of untreated
and partially treated wastewater (See "Spill Plan" for details).
(vii) FOG Control Program: Each Enrollee shall el'aluate 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 proyide 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
sanital"\' sewer system. 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;
· The San Bernardino \Vater Department is currendl. monitoring this
program. The Water Department implements a FOG program through
the existing pretreatment program under the regulations outlined in
SBMC Chapter 13.32. All permitted restaurants are inspected and
monitored a minimum of once a year, with suspect facilities monitored
more frequendy. During the inspection Best 1\lanagement Practices
(BMP's) are reyiewed with the restaurants to minimize the quantity of
waste discharged. Copies of these BMP's can be located on the Water
Department website under Water Reclamation - Environmental Control -
Pollution Prevention (See Attachment 10).
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(b) A plan and schedule for the disposal of FOG generated within the sanitary sewer
system sen-ice area. This .may include a list of acceptable disposal facilities
and/ or additional facilities needed to adequately dispose of FOG generated
within a sanitary sewer system service area;
. The Street Di,-ision disposes of FOG material through sewer ".stems at the
disposal/ treannent facility located at 399 Chandler PI. San Bernardino, CA
92408.
(c) The legal authoriry to prohibit discharges to the system and identify measures to
pre,-ent SSOs and blockages caused by FOG;
. The \Vater Deparnnent has the legal authority to prohibit discharges to
the S\.stem and identify measures to pre,.ent SSOs and blockages caused
by FOG.
(d) Requirements to install grease remm.al devices (such as traps or interceptors),
design standards for the remm-al de,-ices, maintenance requirements, BMP
requirements, record keeping and reporting requirements;
. The \Vater Deparnnent has the authority to require facilities to install
grease removal de,.ices.
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(e) .\uthority to inspect grease producing facilities. enforcement authorities, and
whether the Enrollee has sufficient staff to inspect and enforce the FOG
otdinance;
. The Water Deparnnent has the authorin. to inspect grease-producing
facilities, enforcement authorities. The \Xlater Deparnnent 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
. The Water Department and the Street Division identify sanitary system
sections subject to FOG blockages. These sanitary system sections are
inspected and cleaned e,-ery quarter (4 times a year) to prevent SSDs.
(g) De,-elopment and implementation of source control measures for all sources of
FOG discharged to the sanitarr sewer system for each section identified in (f)
above.
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. The Water Deparnnent and the Street Division have identified facilities
that discharge FOG_ However, the Water Deparnnent has the authority
to develop and implement a source of control measures for all sources of
FOG discharged to the sanitary sewer system.
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(viii)
System Evaluation and Capacity Assurance Plan: The Enrollee shall prepare and
~plement 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 enluate those portions of the sanitary sewer
system that are experiencing or contributing to an SSG discharge caused by
hydraulic deficiency. The e\'aluation must pro\'ide estimates of peak flows
(including flows from SSGs that escape from the system) associated with
conditions similar to those causing O\'erflow events, estimates of the capacity of
key S1'stem components, hydraulic deficiencies (including components of the
SI'stem with limiting capacity) and the major sources that contribute to the peak
flows associated with overflow events~
. The Development Sen'ices Deparrment has completed and implemented
the "laster Sewer Plan for the Cirv of San Bernardino (See Attachment
11).
(b) Design Criteria: Where design criteria do not exist or are deiicient, undertake
the enluation identified in (a) above to establish appropriate design criteria; and
. The Development Sen'ices Deparrment will be the leading deparrment in
designing criteria for defici~ncies in the sanitary sewer system.
(c) Capacity Enhancement Measures: The steps n.eeded to establish a shorr- and
long-term ClP to address identified h,.draulic deficiencies. including
prioritization, alternatives analysis, and schedules. The CIP may include increases
in pipe size, 1/1 reduction programs, increases and redundancy in pumping
capacity, and storage facilities. The CIP shall include an implementation
schedule and shall identify sources of funding.
. The Development Sen.ices Depamnent has completed the CIP Plan and
will be implemented as developments occur.
(d) Schedule: The Enrollee shall de,'elop a schedule of completion dates for all
portions of the capital improvement program developed in (a)-(c) abO\-e, This
schedule shall be reviewed and updated consistent with the SSI\IP re\.iew and
update requirements as described in Section D. 14.
. The Development Sen'ices Deparrment has developed an ongoing
schedule of completed dates for all portions of the capital imprO\.ement
program development in (a)-(c) above. This schedule will be re,.iewed
and updated consistent with the SSMP requirements.
12
---: -
(ix) Monitoring, Measurement, and Program Modifications: The Enrollee shall:
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(a) Maintain relevant information that can be used to establish and prioritize
appropriate SSMP activities;
. The Public Services Department, De,'elopment Services Department and
the Water Department all maintain rele,.ant information that can be used
to establish and prioritize appropriate SSMP acti,.ities.
(b) Monitor the implementation and, whete appropriate, measure the effectiveness
oi each element of the SS:--IP;
. The Public Sen'ices Department, Development Sen'ices Department and
the \";:ater Department all measure the effecti,'eness of their
responsibilities of the SS:--IP.
(c) Assess the success of the pre,.entative maintenance program;
. The Public Sen'ices Department will de,'elop a plan to measure the
success of preventati,-e maintenance programs.
(d) Update program elements, as appropriate, based on monitoring or performance
e,.aluations; and
o
. The Public Sen-ices Department, Development Sen'ices Department and
the Water Department will update program elements based on
monitoring or performance e,'aluations.
(e) Identify and illustrate SSG trends, including frequency, location, and volume.
. The Street Di,-ision within the Public Sen-ices Department has
established a list that identifies problem areas in their sewer S\.stem. They
monitor these areas to decrease SSGs. .
(x) SSMP Program Audits - .-\S part of the SS1\IP, the Enrollee shall conduct periodic
internal audits, appropriate to the size of the System and the number of SSGs. At a
minimum, these audits must occur e,.en' tWO years and a report must be prepared and
kept on file. This audit shall focus on enluating the effectiveness of the SSMP and the
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.
. The City of San Bernardino shall conduct periodic internal audits every
two years, and take corrective action in order to ensure that the SSMP is
effective.
o
(xi) Communication Program - The Enrollee shall communicate on a regular basis with
the public on the development, implementation, and performance of its SSIIIP. The
communication system shall prO\-ide the public the opportunity to provide input to the
13
Enrollee as the program is developed and implemented.
o
The Enrollee shall also cteate a plan of communication with sestems that are tributan.
and! or satellite to the Enrollee's sanitary sewer system.
The City of San Bernardino will continue to communicate on a regular basis with the
public on development, impiementation, and performance of its SSlIlP ,.ia the City's
website. The communication will provide the public the opportunity to prm'ide input to
the Cite as the program is developed and implemented. The City will continue to offer
Public Sen'lCes fairs in the Court Street Square parking lot to the public in order to
promote public im.oh-ement and participation:
future Public Sen.ices Fairs will feature:
. Informati,'e brochures regarding the dangers of Sanitan. Sewer O,'erflows
(SS05), what causes them and how to avoid them.
. Equipment displ3\.s and educational exhibits featuring recycling, storm water
pollution pre,.ention, and more public education.
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14
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Attachment "1"
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Attachment "1" - Continued
Definitions:
City Council. Citv Attornev- Establishes policy. Under policy direction, plans, organizes, directs,
and coordinates the activities and operations of the City Attorney's Office; provides sound and
efficient legal services for all municipal departments, the Common Council, and advisory boards
and commissions; accomplishes complex legal activities primarily involving major litigation and
appeals; and performs related duties as required.
Deputv Director/Maintenance Services- Under administrative direction, directs, manages,
supervises, and coordinates the work of maintenance crews in the Street Division; coordinates
assigned activities with other divisions, departments, and outside agencies; provides highly
responsible and complex administrative support to the Director of Public Services; and performs
related work as required. Enforces policy, plans strategy, leads staff, allocates resources, delegates
responsibility and authorizes outside contractors to perform services, Responsible for developing,
preparing and maintaining the SSMP.
Administrative Analvst I1- Under administrative direction, performs a variety of professional and
technical analytical functions of a confidential and complex nature, including budget preparation,
research and report writing on a variety of municipal issues; collects, analyzes and presents
information concerning City and departmental operations, policies, procedures and programs;
assists with staff reports and Council correspondence; and, performs other related duties as required,
Assist in developing, preparing and maintaining the SSMP,
Admin. Ooerations Supervisor- Under general supervision, performs a variety of administrative and
professional staff work; supervises the work of administrative, clerical and accounting employees
engaged in preparing, processing, maintaining and retrieving data, records and reports; coordinates
activities, programs and procedures within the representative department; collects and analyzes
information on projects, services and operational functions; and, performs related work as required,
Assist the Deputy Director/Maintenance Services with administrative duties and receives calls from.
the public.
Sf. Customer Service Representative. Senior Office Assistant- Under general supervision, leads,
guides and participates fully in the work of an assigned unit engaged in customer service activities
such as billing, posting and customer records maintenance; performs the more difficult work of the
clerical unit; trains, instructs and corrects the work of assigned unit members in the performance of
specific tasks; and performs related work as required.
Sewer Maintenance Supervisor. Lead Maintenance Worker~ Under general direction, plans,
organizes, assigns and supervises the work of field crews in sewers, storm drains and rights-of-way;
coordinates assigned activities with other divisions, outside agencies and the general public; . and
performs related work as required, *Reports all SSOs to CRWQBS. OES. County Health
Department and SWECB website.
Maintenance Worker II. Right-of-Wav Crew- Staff that conduct preventative and corrective
maintenance activities, mobilize and respond to notification of stoppages and SSOs (mobilize sewer
cleaning equipment, by-pass pumping equipment, and portable generators). Under supervision,
performs a variety of routine unskilled and semi-skilled maintenance work in the maintenance,
repair, construction or installation of City streets, gutters, sewer lines, drainage channels, lift
stations, parks and related areas; operates a variety of maintenance and repair tools and equipment;
and performs related work as required,
1
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Attachment "1" - Continued
SSMP DEVELOPMENT PLAN AND SCHEDULE
Main Task/Sub-Task Comments StatuslDue Date Responsible Party
Date Completed
Application of Submit Notice of Intent 11/2/06 10/25/06 Deputy Director
coverage (NOn to -the State /Maintenance
indetifying the agency' s Services/
authorized I Administrative
representative including Analyst II
required oermit fee. I
SSO Electronic Agency must report all Continuous Continuous Sewer Maintenance
reporting program SSOs to the statewide Supervisor and Lead
SSO database via the I Sewer Maintenance
internet. I Worker
1. SSMP Development Initial plan on how the 11/2/07 I 11/02/07 Deputy Director
Plan and Schedule agency intends to /Maintenance Services
develop and implement and Administrative
the SSMP. Analyst II
2. SSMP Goals Stated goals for the 11/2/07 11/2/07 Deputy Director
SSMP. /Maintenance Services
and Administrative
Analvst II
3. Organizational Names and Staff 11/2/07 I 11/2/07 Administrative
Structure positions responsible for Analyst III Deputy
developing and Director /Maintenance
implementing the SSMP Services
including the chain of
communications for
reDorting SSOs.
4. Legal Authority Agency's legal authority 11/2/08 08/17/06 Legal Council/
to operate and maintain Administrative
its sewage collection Analyst III Deputy
system. Director !Maintenance
Services
5. Operation and Maintain up-to-date 11/2/08 01101/09 Deputy Director
Maintenance maps of its wastewater /Maintenance Services
collection system. etc. . and Sewer
Maintenance
SUDervisor
1
Attachment "1" - Continued
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I Mapping Up to date mapping of 11/2/08 01/01/09 Deputy Director I
the sewage collection IMaintenance Services I
system facilities and Sewer
incl uding appropriate Maintenance
storm water systems. Supervisor
.
Preventative Written description of 11/2/08 11/2/08 Deputy Director
Maintenance Program the preventative IMaintenance Services
maintenance activities and Sewer
the agency employs. Maintenance
Suoervisor
Rehabilitation and Short and long term plan 11/2/08 11/2/08 Deputy Director
Replacement Program for the rehabilitation or IMaintenance Services
replacement due to and Sewer
system deficiencies Maintenance
including funding (C1P). Supervisor
Inspection Program Program for the regular I 1/2/08 11/2/08 Deputy Director
visual and CCTC IMaintenance Services
inspection of the system. and Sewer
Maintenance
Suoervisor
Staff Training StaffO&M training and 11/2/08 11/2/08 Deputy Director
assurance that IMaintenance Services
contractors are and Sewer
adequately trained. Maintenance
Suoervisor
Equipment and Pans Equipment and pans 11/2/08 11/2/08 Deputy Director
Inventory inventory including the 'Maintenance Services
identification of critical and Sewer
replacement parts. Maintenance
Supervisor
6. Overflow Written procedures 11/2108 11/2/08 Deputy Director
Emergency Response defining how the agency IMainlenance Services
Plan responds to SSOs. and Sewer
Maintenance
Suoervisor
7. Fats, Oils & Grease 11/2/08 11/2/08 W alerl Administrative
Control Program Analyst III Deputy
Director IMaintenance
Services
FOG Ordinance Legal authority to 11/2/08 11/2108 Legal Council
prevent the discharge of 1 Administrative
FOG into the system. Analyst III Deputy
Director IMaintenance
Services
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FOG Program Program to reduce or I 1/2/08 11/2/08 W ater/ Administrative :
eliminate FOG related Analyst III Deputy
SSOs. Director /Maintenance
Services
8. Design and Design and construction 5/2/09 5/2/09 I EDNDeputy Director I
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Performance standards and . /Maintenance Services I
specifications for the and Sewer
installation of new I Maintenance
sanitarv sewer svstems. I Supervisor
Design Standards Design standards for 5/2/09 5/2/09 EDNDeputy Director
new and rehabilitated /Maintenance Services
systems and Sewer
Maintenance
Supervisor .
Inspection and testing Inspection and testing 5/2/09 Continuous EDA/Deputy Director
standards standards for new and I /Maintenance Services
rehabilitated systems. and Sewer
I Maintenance
Supervisor
9. System Evaluation Evaluate those portions 5/2/09 Continuous Deputy Director
and Capacity of the system that are /Maintenance Services
Assurance Plan experiencing capacity I and Sewer
related overflows. I Maintenance
Establish steps to Supervisor
eliminate capacity
related overflows
including 1&1 program.
and short and long term
CIP for caoacitv issues.
10. Monitoring, Maintain records. . I 5.'2/09 Continuous Deputy Director
Measurement, and monitor and assess the /Maintenance
Program effectiveness of the , Services, Sewer
Modifications program and update as Maintenance
necessary. Supervisor and
Administrative
. Analvst II
11. SSMP Audits Conduct periodic audits. 5/2/09 Continuous Deputy Director
at least every two years, !Maintenance
on the SSMP Services, Sewer
Maintenance
Supervisor and
Administrative
Analyst II
3
Attachment "1" - Continued
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112. SSMP Public communication 5/2/09 Continuous Deputy Director I
Communications IMaintenance Services I
Program and Administrative I
Anal yst II I
Communications with Develop a public 5/2/09 Continuous Deputy Director 1
the public communication program IMaintenance Services I
, with customers and and Administrative
I potential customers that Analyst II
ine! udes the opportunity
to provide input during
the development.
implementation. and.
performance of its
SSMP.
Communications with If there is a satellite 5/2/09 Continuous Deputy Director
satellite agency agency connected to the IMaintenance Services
collection system. and Administrative
develop a plan of Anal yst II
regular communication
13. Final SSMP Final the SSMP 5/2/09 6/1/09 Deputy Director
Implementation document after all IMaintenance Services
elements have been and Administrative
I I developed and Analyst II
I implemented.
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Attachment "3"
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13.32.100
13.32.105
13.32.110
13.32.115
13.32.120
13.32.125
13.32.130
13.32.135
13.32.140
13.32.145
13.32.150
13.32.155
13.32.200
13.32.205
13.32.210
13.32.215
13.32.220
13.32.225
13.32.230
13.32.235
13.32.240
13.32.245
13.32.250
13.32.255
13.32.260
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[Rev. August 17.2006]
ATTACHMENT "3"
Chapter 13.32
WASTEWATER FACILITIES
ARTICLES
I. ADMINISTRATIVE PROVISIONS
Findings
Purpose and Policy
Administration of Policy
Delegation of Authority
Authorization to Discharge
Confidential Information
Signatory Requirements
Delivery of Notice
Invalidity
Interpretation
Publication Notice
Definitions of Terms
II. GENERAL REQUIREMENTS
Use of City Equipment or Facilities
.Plan Check Requirements
Inspection Requirements
Inspection Warrants
Monitoring Requirements
Noncompliance Monitoring Requirements
Reporting Requirements
Flow Measurement Conditions
Liquid Waste Discharge Requirements
Record Keeping
Written Responses
Compliance Extension
Falsifying Information
III. DISCHARGE PROHIBITIONS
13-70
0 13.32.300 Point of Discharge
13.32.305 Prohibited Waste Discharges
13.32.310 Liquid Waste Discharge Prohibitions
13.32.315 Interceptor Prohibitions
13.32.320 Prohibited Discharge of Pretreatment Waste
13.32.325 Medical Waste Disposal
13.32.330 Dilution Prohibited as a Substitute for
Treatment
13.32.335 Water Softening Prohibitions
13.32.340 Limitation on Wastewater Strength
13.32.345 Local Discharge Limitations
13.32.350 Federal Categorical Pretreatment Standards
IV. PRETREATMENT REQUIREMENTS
13.32.400 Separation of Wastewater
13.32.405 Pretreatment of Industrial Wastewater
13.32.410 Pretreatment Equipment Bypass
13.32.415 Standard Interceptor Designs
13.32.420 Pretreatment Requirements for Existing Users
13.32.425 Interceptor Requirements
13.32.430 Sand/Oillnterceptors
13.32.435 Restaurant Requirements
0 13.32.440 Conditional Waivers
13.32.445 Interceptor Maintenance
13.32.450 Silver Recovery Pretreatment Systems
13.32.455 Industrial User Modifications
13.32.460 Unauthorized Equipment Modifications
13.32.465 Notice of Potential Problems to Director
13.32.470 Spill Containment Systems
13.32.475 Facility Waste Management Plan
V. WASTEWATER DISCHARGE PERMITS
13.32.500 General Permit Requirements
13.32.505 Industrial User Permit Application
Requirements
13.32.510 Industrial User Permit Requirements
13.32.515 Liquid Wastehauler Permits
13.32.520 Permit Duration
13.32.525 Duty to Comply
13.32.530 Permit Renewal
13.32.535 Permit Modifications
13.32.540 Permit Transfer
13.32.545 Permit Suspension or Revocation
VI. ENFORCEMENT NOTICES
0 13.32.600 Enforcement Response Plan (ERP)
[Rev. August 17, 2006] . 13-71
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13.32.605
13.32.610
13.32.615
13.32.620
13.32.625
13.32.630
13.32.635
13.32.640
13.32.645
13.32.650
13.32.655
13.32.660
13.32.665
13.32.670
13.32.675
13.32.680
10
13.32.700
13.32.705
13.32.710
13.32.715
13.32.720
13.32.725
13.32.730
13.32.735
13.32.740
13.32.800
13.32.805
13.32.810
13.32.100 Findings.
.
Administrative Violations
Discharge Violations
Liquid Wastehauler Violations
Unclassified Violations
Public Nuisance
Administrative Orders
Sewer Suspension Order
Sewer Termination Order
Civil Penalties
Criminal Penalties
Remedies Nonexclusive
Damage to POTW Operation
Legal Action
Written Appeals
Judicial Review
Judicial Collection
VII. CONNECTION CHARGES AND FEES
Establishment of Charges and Fees
Recovery of Costs
Connection Requirements
Construction of Public Sewer Extension
. Sewer Service Charges
Permit Charges and Fees
Monitoring and Inspection Charges and Fees
Payment of Charges and Fees
Sewer Use Deposit Requirements
VIII. ORDINANCE ADOPTION
Effective Date - Annexations
Effective Date of Ordinance
Ordinance Conflicts
I. ADMINISTRATIVE PROVISIONS
A The wastewater facilities of the City discharge treated effluent to the Santa
Ana River Bed. This effluent can affect the quality of stream flow in the river
and the quality of the receiving groundwaters.
B. Existing federal and state laws and regulations establish limits on the nature
of all effluent discharged to waterways, to the surface, or underground.
C. The Regional Water Quality Control Board ("RWQCB"), Santa Ana Region,
has established limits on the concentration of selected biological and
chemical constituents ofthe effluent discharged by the City. These limits are
set forth in orders duly adopted by the RWQCB.
o
D. In order to comply with the requirements contained in those orders, the City
[Rev. August 17,2006] 13-72
o
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.
must regulate the content of wastes discharged into its Publicly Owned
Treatment Works (POTW). Chapter 13.32 establishes requirements for
discharges into the POTW in order to enable the City to comply with the
administrative provisions of the Clean Water Act Regulations, the
requirements of the RWQCB with regard to effluent limits, Federal
Pretreatment Standards, and with other criteria required or authorized by
federal or state legislation.
E
The San Bernardino Municipal Water Department (SBMWD) has undertaken
and completed specific financial studies relating to the capital needs, as well
as the operation and maintenance needs of the facilities and system.
F.
The financial requirements of the SBMWD, as shown in the current reports
prepared by Staff andConsultants, are based on current, reliable information
and data relating to population projections, wastewater flow and capital
facilities needs and are expected to be realized in each year of the report.
G.
The revenues derived under the provisions of this Ordinance will be used for
the acquisition, construction, reconstruction, maintenance and operation of
the sewage collection, wastewater treatment and disposal facilities of the
SBMWD; to repay principal and interest on debt instruments; or to repay
federal and state loans issued for the construction and reconstruction of said
sewerage facilities, together with costs of administration and provisions for
necessary reserves.
H.
The need for upgraded and improved treatment of all wastewater collection,
treatment and disposal facilities is required to protect the public health and
safety, and to preserve the environment without damage.
I. The charges established and levied by this Ordinance are to allow the
SBMWD to recover the costs necessary to provide sewer service to
individual parcels of real property which have been improved for type of
multiple uses. The basis for the respective charge is the request of the
owner of a parcel, for the benefit of him/herself or the occupants of the
property, to receive a service based. upon actual use, consumption and
disposal of water to the POTW in lieu of disposal by other means.
13.32.105 Purpose and Policy.
A. Chapter 13.32 provides for the regulation of wastewater discharges in
accordance with the federal government's objectives of general pretreatment
regulations as stated in Section 403.2 of Title 40 of the Code of Federal
Regulations (CFR) and amendments thereto which are for the following
purposes:
1. To prevent the introduction of pollutants into the POTW which will
interfere with the operation of the Water Reclamation Plant (WRP),
including interference with its use or disposal of municipal biosolids;
2.
To prevent the introduction of pollutants into the POTW which will
pass through the treatment works, inadequately treated, to the
receiving waters or otherwise be. compatible with such works;
[Rev. August J 7,2006]
13-73
o
3
To improve opportunities to recycle and reclaim wastewater and
biosolids;
4. To enable the SBMWD to comply with its National Pollutant
Discharge Elimination System (NPDES) Permit conditions, biosolids
use and disposal requirements, and any other federal or state laws
to which the WRP is subjected;
5. To provide for the equitable distribution of the costs associated with
the operation of the WRP; and
6. To protect and preserve the health and safety of the citizens and
personnel of the SBMWD and adjacent service areas.
B Chapter 13.32 shall apply to all users of the WRP. Chapter 13.32
authorizes:
1 . The issuance of industrial user permits;
2. Monitoring, compliance, and enforcement activities;
3. Administrative review procedures;
4. Plan check review services;
5. User reporting requirements;
6. The establishment of fees; and
7. The equitable distribution of costs resulting from the program
established herein.
o
13.32.110 Administration of Policy.
A. ADOPTION OF INTERPRETIVE RULES
The Director may adopt interpretive rules consistent with the provisions of
Chapter 13.32 for the protection of the WRP. Interpretive rules by the
Director pertain to, but shall not be limited to, discharge limitations,
. pretreatment requirements, standards fcirwastewater lines and services and
implementation of standards promulgated pursuant to the Federal Water
Pollution Control Act as amended by. the Clean Water Act and further
amendments thereto.
B GENERAL POWERS OF THE DIRECTOR
Except as otherwise provided herein, the Director shall administer,
implement and enforce the provisions of Chapter 13.32. Any powers
granted or duties imposed upon the Director may be delegated by the
Director to persons acting in the beneficial interest or employ of the
SBMWD, but shall remain the responsibility of the Director. In addition to the
authority to prevent or eliminate discharges through enforcement of
discharge limitations and prohibitions, the Director shall have the authority
to respond to the following:
1.
Endangerment to the health or welfare of the community. The
Director, after informal notice to the affected user, may immediately
and effectively halt or prevent any discharge of pollutants into the
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collection system of the City or any collection system tributary
thereto, by any means available, including physical disconnection
from the collection system, whenever the discharge reasonably
appears to present an imminent endangerment to the health or
welfare of the community;
2.
Endangerment to the environment or the WRP. The Director, after
written order to the user, may halt or prevent any discharge of
pollutants into the collection system of the City or any collection
system tributary thereto, by any means available, including physical
disconnection from the collection system, whenever such discharge
presents or may present an imminent and substantial endangerment
to the environment or threatens to damage or intertere with the
operation of the WRP; and
3.
The discharges referred to in subdivisions 1 and 2 above may be
halted or prevented without regard to the compliance of the user with
other provisions of Chapter 13.32.
C. SPECIFIC POWERS OF THE DIRECTOR
If wastewater containing any pollutant in excess of discharge limitations as
specified in Chapter 13.32, is discharged or proposed to be discharged into
the collection system of the City or any collection system tributary thereto,
the Director may take any action necessary to:
1.
Prohibit the discharge of such wastewater;
2. Require the person discharging to demonstrate that in-plant
modifications will reduce or eliminate the pollutant or substance so
that the discharge will not violate Chapter 13.32;
3. Require treatment, including storage facilities or flow equalization
necessary to reduce or eliminate the pollutants or substance so that
the discharge will not violate Chapter 13.32;
4. Require the person making, causing or allowing the discharge to pay
any required industrial user permit fees, inspection fees and any
additional cost or expense incurred by the SBMWD for handling,
treating or disposing of excess pollutant loads imposed on its POTW,
including any fines, penalties or legal expenses including attorneys
fees payable by the City associated with alleged or actual violations
of the SBMWD NPDES Permit attributed to the person's discharge;
5. Obtain timely and factual reports from the person responsible for
such discharge; and
6. Take such other or further remedial action as may be deemed to be
desirable or necessary to achieve the purposes of Chapter 13.32.
13.32.115 Delegation of Authority.
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All power and authority granted to the Director may be delegated by the
Director to any person so authorized.
13.32.120 Authorization to Discharge.
It shall be unlawful for any user to commence, significantly increase, or
substantially change the quantity or quality of wastewater discharged to the WRP
without the express written consent of the Director.
13.32.125 Confidential Information.
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All user information and data on file with the SBMWO shall be made
available to the public and governmental agencies without restriction unless the user
specifically claims the information to be confidential and is able to demonstrate to
the satisfaction of the SBMWO that the release of such information would divulge
proprietary information or trade secrets. Any such claim must be asserted when the
information is submitted to the SBMWD by placing the words "Confidential Business
Information" on each page containing such information. If no claim is made at the
time of submission, the SBMWD may make the information available to the public
without further notification to the user. All sample data obtained by either the user
or the SBMWO shall not be considered confidential information. All production
related information used to calculate mass based discharge limitations or required
for the development of an industrial user permit shall not be considered confidential
information. Confidential information may be made available, upon request, to
governmental agencies for enforcement or judicial purposes related to Chapter
13.32, the NPDES Permit or the pretreatment program, and as required by federal
or state law.
13.32.130 Signatory Requirements.
All monitoring reports, permit applications, and other information as required
by the Director shall contain the following certification statement signed by an
authorized representative of the industrial user:
"I certify under penalty of law that this document and all attachments
were prepared under my direction or supervision in accordance with
a system designed to assure that qualified personnel properly gather
and evaluate the information submitted. Based on my inquiry of the
person or persons who manage the system, or those persons
directly responsible for gathering the information, the information
submitted is, to the best of my knowledge and belief, true, accurate,
and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fine and
imprisonment for knOWing violations.'
13.32.135 Delivery of Notice.
Any notice, order or requirement issued by the Director to a user determined
to be in violation of the conditions or requirements specified in Chapter 13.32, the
Industrial User Permit, or Discharge Limitations shall be deemed served if delivered
to the user as follows:
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A.
Correctly addressed, postage pre-paid and deposited in the United
States mail, to the address on file for the user;
B. Hand delivered to the user or authorized representative or
designated contact of the user, at the address on file for the user;
and
C. Shall be deemed received on the date personally delivered or on the
third day after deposit in the United States mail as provided in this
Section.
13,32, 140 Invalidity,
If any provision of Chapter 13.32 or the application of any condition or
requirement upon any user is determined to be invalid, the remainder of Chapter
13.32 orthe application of remaining requirements or condition shall not be affected.
13.32.145 Interpretation.
All the provisions of Chapter 13.32 are to be reasonably interpreted. The
intent is to recognize there are varying degrees of hazard to the POTW, the WRP
sludge, personnel, surface and subsurface waters, environment and the public, and
to apply the principle that the degree of protection shall be commensurate with the
degree of hazard.
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13,32,150 Publication Notice.
The names of all significant industrial users which are found to be in
significant noncompliance with Chapter 13.32 shall be published at least annually
in the City's largest daily circulating newspaper, in accordance with 40 CFR
403.8(f)(2)(vii).
13.32.155 Definitions of Terms.
Unless otherwise defined herein, terms pertaining to water quality shall be
as adopted in the current edition of Standard Methods for the Examination of Water
and Wastewater, published by the American Public Health Association, the
.American WaterWorks Association, and the Water Environment Federation. Unless
otherwise defined herein, terms pertaining to construction and building shall be
defined as being the same as set forth in the current edition of the Uniform Building
and Plumbing Code. Unless the context specifically indicates otherwise or as
previously indicated, the meaning of the terms used in this Ordinance shall be as
follows:
1.
Approved Analytical Methods shall mean the sample analysis
techniques prescribed in 40 CFR Part 136 and amendments thereto.
Where 40 CFR Part 136 does not contain sampling or analytical
techniques for the pollutant in question, or where the EPA
determines that Part 136 sampling and analytical techniques are
inappropriate for the pollutant in question, sampling and analysis
shall be performed using validated analytical methods, approved by
the SBMWD, or any other applicable sampling and analytical
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procedures, including procedures suggested by the SBMWD or other
parties as approved by the EPA.
2
Authorized Representative shall mean:
a. A responsible corporate officer, if the user is a corporation,
of the level of president, secretary, treasurer, or vice
president in charge of a principal business function, or any
other person who performs similar policy or decision making
functions for the corporation; or the manager of one or more
manufacturing or production processes, or operation, if
authority to sign documents has been assigned or delegated
to the manager in accordance with corporate procedures.
b. A general partner, managing member or proprietor if the user
is a partnership, limited liability company or sole
proprietorship respectively;
c. A director, highest appointed official, or employee designated
to oversee the operation and performance of the activities of
a federal, state or local government facility.
d
A duly Authorized Representative of the individual
designated in a, b, or c, provided such authorization is
confirmed in writing by the individual described in a, b, or c;
and the authorization specifies the individual is a plant
manager or a position of equivalent responsibility or an
individual having overall responsibility for environmental
matters.
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3. Biochemical Oxygen Demand (BOD) shall mean the quantity of
oxygen, expressed in mg/L, required to biologically oxidize material
in a waste or wastewater sample measured under standard
laboratory methods of five days at twenty degrees Centigrade.
4. Board shall mean the City of San Bernardino Board of Water
Commissioners.
5. Building Official shall mean the Director of Planning and Building
Services, an authoriZed representative, or any City Officer who is
subsequently empowered to assume the duties of the Building
Official.
6. Bypass shall mean the intentional diversion of waste streams from
any point of a user's pretreatment facility.
7.
Categorical Industrial User shall mean all industrial users subject
to National Categorical Pretreatment Standards promulgated by the
EPA in accordance with Sections 307 (b) and (c) of the Clean Water
Act (33 U.S.C. Sec.1317 et seq.) and amendments thereto, and as
listed by the EPA under the appropriate subpart of 40 CFR Chapter
I, Subchapter N, and amendments thereto.
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8.
Chemical Oxygen Demand (COD) shall mean the quantity of
oxygen, expressed in mg/L required to chemically oxidize material
in a waste sample or wastewater sample, under specific conditions
of an oxidizing agent, temperature, and time. COD results are not
necessarily related to BOD results.
9. City shall mean the City of San Bernardino, acting through the
elected officials and authorized representatives.
10. City Attorney shall mean the San Bernardino City Attorney or an
authorized representative, deputy, or agent appointed by the City
Attorney.
11. Class I User shall mean an industrial user (IU) subject to Categorical
Pretreatment Standards under 40 CFR 403.6 and 40 CFR Chapter
I, Subchapter N; or an industrial user classified as a Significant
Industrial User (SIU) as specified in 40 CFR 403.3(t)(ii).
12. Class II User shall mean an IU with an average discharge between
ten thousand and twenty-four thousand nine hundred ninety-nine
gallons per day of industrial wastewater to the POTW.
13.
Class III User shall mean an IU with an average discharge between
one and nine thousand nine hundred ninety-nine gallons per day of
industrial wastewater to the POTW and pretreatment is required to
reduce the potential for adversely affecting the operation of the
POTW or violating any pretreatment standard, prohibition, or
requirement of Chapter 13.32.
14. Class IV User shall mean an IU that has a temporary need, less
than 180 days, to discharge wastewater to the POTW.
15. Class V User shall mean an IU that performs operations regulated
by Federal Categorical Standards with no industrial wastewater
discharged to the POTW from the Categorical process(es) (Dry
Categorical).
16. Class VI User shall mean a Liquid Wastehauler that hauls domestic
liquid wastes from septic tanks, chemical toilets, cesspools, seepage
pits, or private disposal systems which are discharged to the septic
receiving station located at the WRP.
17. Collection Agency shall mean the City or a public agency with
which the City has an interjurisdictional agreement covering the
collection and discharge of sewage within such agency into the City's
collection system for transmission, treatment, and disposal.
18.
Collection System shall mean all pipes, sewers and conveyance
systems carrying wastewater to the WRP, owned and maintained by
the City and/or by tributary Service Areas contracting with the City for
sewer service, excluding sewer service lateral line connections.
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19.
Combined Wastestream Formula shall mean the formula. as
outlined in the general pretreatment regulations of the Clean Water
Act, 40 CFR 403.6(e), for determining wastewater discharge
limitations for Categorical Industrial Users and Significant Industrial
Users whose effluent is a mixture of regulated, unregulated, and
dilution wastewater as defined in the formula.
20. Common Council shall mean the City of San Bernardino City
Council responsible for representing the City and the San Bernardino
Municipal Water Department.
21. Compliance Order shall mean a time schedule issued to an
industrial user by the SBMWD which specifies corrective actions
called milestones to be completed by the IU to correct violations of
the industrial user's wastewater discharge permit or Chapter 13.32.
22. Consent Order shall mean a time schedule agreed upon between
the SBMWD and an IU which specifies corrective actions called
milestones to be completed by the IU to correct violations ofthe IU's
wastewater discharge permit or Chapter 13.32.
23.
Compliance Schedule shall mean a time schedule enforceable
under Chapter 13.32 containing increments of progress, i.e.
milestones, in the form of.dates. These milestones shall be for the
commencement and/or completion of major events leading to the
construction and operation of additional pretreatment facilities or the
implementation of policies, procedures or operational management
techniques required for the user to comply with all applicable federal,
state or local environmental regulations which may directly or
indirectly affect the quality of the user's wastewater effluent.
24. Composite Sample shall mean a collection of individual samples
obtained at selected time or flow based increments, which are
combined into one sample.
25. Confined Space, pursuant to California Code of Regulations, Title
8, Section 5157, subsection b, and amendments thereto, shall mean.
. a space that:
a. Is large enough and so configured that a person can bodily
enter and perform assigned work;
b. Has limited or restricted means for entry or exit (for example,
tanks vessels, silos, storage bins, hoppers, vaults, and pits
are spaces that may have limited means of entry); and
c. Is not designed for continuous occupancy by a person.
26. Constituent shall mean any physical, chemical, or biological
component of water or wastewater which can be quantified using
Approved Analytical Methods.
27.
Conventional Pollutants shall mean BOD, COD, total suspended
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28.
29.
30.
31.
32.
I 33.
I
I
I 34.
0
35.
solids, pH, fecal coliform, oil and grease, total nitrogen and such
additional pollutants which may be specified and controlled in the
NPDES permit issued by the RWQCB.
Cooling Water shall mean all water used solely for the purpose of
cooling a manufacturing process, equipment, or product.
County shall mean the County of San Bernardino or the Board of
Supervisors of the County of San Bernardino.
Day shall mean calendar day unless otherwise specified by the
Director.
Dilution shall mean the increase in use of water, wastewater or any
other means to dilute a wastestream as a partial or complete
substitute for adequate treatment to achieve discharge requirements.
Director shall mean the Director of the WRP or an authorized
representative, deputy, or agent appointed by the WRP Director.
Discharger shall mean any person who directly or indirectly causes
or contributes to a discharge to the POTW.
Domestic Liquid Wastes shall mean all domestic wastes contained
in septic tanks, cesspools, seepage pits, holding tanks, private
disposal systems. or chemical toilets not connected to the POTW.
Domestic Wastewater shall mean wastewater from private
residences and wastewater from other premises resulting from the
use of water for personal washing, sanitary purposes or .the
discharge of human excrement and related matter.
36. Effluent shall mean treated wastewater flowing from a user or a
user's pretreatment equipment to the POTW.
37. Emergency shall mean facts or circumstances that SBMWD
reasonably determines create an imminent threat of harm to public
health or safety, the environment or the POTW.
38. Engineer shall mean the City Engineer or an authorized
representative or deputy.
39. EPA shall mean the United States Environmental Protection Agency.
40. Exchange Type Soft Water Conditioning Equipment shall mean
any soft water conditioning equipment that is removed from the
premises at which it is normally operated for regeneration at a
commercial regeneration facility.
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[Rev. August 17.2006]
41.
Existing Source shall mean any building, structure, facility, or
installation from which there is or may be a discharge of pollutants,
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42.
43.
44.
45.
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[Rev. Augusl17. 2006]
the construction of which commenced before the publication of
proposed pretreatment standards under Section 307(c) of the
Federal Clean Water Act and amendments thereto.
Federal Categorical Pretreatment Standard shall mean the
National Pretreatment Standards, established by the EPA, specifying
quantities or concentrations of pollutants or pollutant properties
which may be discharged or introduced into the POTW by existing
or new industrial users in specific industrial categories established
as separate regulations under the appropriate subpart of 40 CFR
Chapter I, Subchapter N, and amendments thereto.
Flow, Permitted Average shall mean the mathematical daily
average flow of industrial wastewater discharged from a permitted
user to the POTW.
Flow, Permitted Maximum shall mean the permitted average flow
plus 20% of the average flow. The permitted maximum flow is
designed to allow for periodic production increases which result in an
increase in the amount of wastewater discharged to the POTW.
Flow Monitoring Equipment shall mean the equipment and
structures required to be installed, maintained, and calibrated at the
user's expense to measure, totalize, and record the amount of water
u.sed at the facility or the quantity discharged to the POTW.
46.
General Manager shall mean the SBMWD General Manager or an
authorized representative, deputy, or agent appointed by the General
Manager.
47. Good Faith shall mean the user's honest intention to remedy
noncompliance together with actions that support the intention
without the use of enforcement actions by the SBMWD. Examples of
these intentions are improved Best Management Practices (BMP) or
the installation of pretreatment equipment to reduce or eliminate
pollutants.
48. Grab Sample shall mean an individual sample collected over a
period of time not exceeding fifteen minutes.
49. Grease Waste shall mean the floating, solid, and semi-solid waste
contained within an approved oil/grease interceptor located at a
Restaurant User.
50. Grease Wastehauler shall mean any person engaged in the
removal, transport, and disposal of grease waste removed from a
permitted Restaurant User.
51.
Grease Wastehauler Manifest shall mean the manifest required to
document the removal of pretreatment waste from a permitted
Restaurant User.
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52.
Hazardous Material shall mean any material capable of creating
imminent endangerment to health or the environment including, but
not limited to, any substance designated under 40 CFR Section
310.11(d) and amendments thereto, or any hazardous chemical
substance subject to regulation under the Toxic Substances Control
Act, 15 USCA Section 2601, et seq. and amendments thereto. In
general, substances which are toxic, explosive, corrosive, flammable
or irritants, or which generate pressure through heat or
decomposition, e.g., heavy metals, pesticides, strong acids or bases,
distillate fuels, oxidants, etc.
53. Heating Water shall mean all water used solely for the heating of a
manufacturing process, equipment, or product.
54. Industrial User shall mean all persons. entities. public or private,
industrial, commercial, governmental, educational, or institutional
which discharge or cause to be discharged, industrial wastewater
into the POTW.
55. Industrial User Permit shall mean the regulatory permitting
procedure established and enforced by the Director to authorize and
control the discharge of industrial wastewater from industrial users
into the POTW.
56.
Industrial Wastewater shall mean all water containing wastes of the
community, excluding domestic wastewater, and includes all
wastewater from any producing, manufacturing, processing,
governmental, educational, institutional, commercial, service,
agricultural or other operation. Industrial wastewater may also
include cooling tower and boiler blowdown water, brine wastewater
from the regeneration of water conditioning equipment, and potable
water treatment wastewater as determined by the Director.
57. Infectious Waste shall mean all wastes that normally cause, or
significantly contribute to cause, increased morbidity or mortality of
human beings.
58. Interceptor shall mean an approved detention chamber designed to
remove floatable and. settleable material from industrial wastewater
prior to discharge to the POTW.
59.
Interference shall mean any discharge from a user which, alone or
in conjunction with a discharge or discharges from other sources
both: inhibits or disrupts the City's collection system, WRP, treatment
processes or operations, or sludge processes, use or disposal; and
which is a cause of a violation of any requirement of the NPDES
permit (including an increase. in the magnitude or duration of
violation) or of the prevention of sewage slUdge use or disposal in
compliance with Section 405 of the Clean Water Act, the Solid Waste
Disposal Act (SWDA) (including Title II, more commonly referred to
as the Resource Conservation and Recovery Act (RCRA), state
regulations contained in any State sludge management plan
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60.
61
62
63.
64.
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prepared pursuant to Subtitle D oftheSWDA), the Clean Air Act, the
Toxic Substances Control Act, and the Marine Protection Research
and Sanctuaries Act, and any amendments to these Acts or
regulations.
Ion Exchange Water Softener shall mean a water conditioning
apparatus that is designed to remove hardness or other impurities
from a user's incoming potable water supply.
Liquid Waste hauler shall mean any person engaged in the removal,
transport, and disposal of domestic liquid wastes from chemical
toilets, septic tanks, seepage pits, cesspools, or any other private
disposal system for domestic wastewater.
Liquid Wastehauler Manifest shall mean the manifest required to
be completed and submitted to the Director before authorization to
discharge domestic liquid wastes at the WRP is granted.
Liquid Wastehauler Permit shall mean the regulatory permilling
procedure established and enforced by the Director to authorize and
control the discharge of domestic liquid waste from liquid
wastehaulers into the WRP.
Local Discharge Limit shall mean the maximum concentration of a
pollutant determined from either a grab or composite sample which
is permilled to be discharged to the POTW: developed by the
SBMWD in accordance with 40 CFR 403.5(c) and amendments
thereto.
65. Lower Explosive Limit (LEL) shall mean the mlOlmum
concentration of combustible gas or vapor in the air that will ignite if
an ignition source is present.
66. Mass Emission Rate shall mean the pounds per day discharged to
the City's collection system of a particular pollutant or combination
of pollutants, as contained in an Industrial User Permit. .
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[Rev. August 17.2006]
67. May shall mean permissive.
68. Medical Waste shall mean infectious agents, human blood, blood
products, pathological wastes, sharps, recognizable body parts,
fomites, etiologic agents, contaminated bedding, surgical wastes,
potentially contaminated laboratory waste, dialysis waste,
hypodermic needles, syringes, medical instruments/utensils, or any
other paper or plastic items of disposable nature used for medically
related purposes. The term "Medical Waste' shall exclude de
minimus amounts of wastes, human blood and paper items of a
disposable nature associated with Domestic Wastewater discharges.
69. mg/L shall mean milligrams per liter.
70.
Milestone shall mean increments of progress in the form of dates,
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72.
73.
[Rev. August 17. 2006]
not to exceed nine months, and are used in compliance schedules.
Milestones shall be for the commencement and/or completion of
major events leading to the construction and operation of additional
pretreatment facilities or the implementation of policies, procedures
or operational management techniques required for the user to
comply with all applicable federal, state or local environmental
regulations which may directly or indirectly affect the quality of the
user's wastewater effluent.
Monthly Average shall mean the average of daily measurements
over a calendar month as calculated by adding all the daily
measurements taken during the calendar month and dividing that
sum by the sum of the number of daily measurements taken in the
calendar month.
National Pollutant Discharge Elimination System (NPDES)
Permit shall mean the permit issued by the Regional Water Quality
Control Board pursuant to Section 402 of the Act (33 U.S.C. 1342)
establishing waste discharge requirements for the SBMWD WRP.
National Pretreatment Standard shall mean any regulation
containing pollutant discharge limits promulgated by the EPA in
accordance with Section 307(b) and (c) of the Clean Water Act,
which applies to Industrial Users. This term includes prohibitive
discharge limits established pursuant to 40 CFR Part 403.5
74.
New Source shall mean any building, structure, facility, or
installation from which there is or may be a discharge of pollutants,
the construction of which commenced after the publication of
proposed pretreatment standards under Section 307(c) of the
Federal Clean Water Act.and amendments thereto, which will be
applicable to such source if such standards are thereafter
promulgated in accordance with that Section, provided that:
a. The building, structure, facility or installation is constructed at
a site at which no other source.is located;.or
b. The building, structure, facility or installation totally replaces
the process or production equipment that causes the
discharge of pollutants at an existing source; or
c. The production or wastewater generating processes of the
building, structure, facility or installation are substantially
independent of an existing source .at the sa.me site. In
determining whether these are substantially independent
factors such as the extent to which the new facility is
integrated with the existing facility, and the extent to which
the new facility is engaged in the same general type of
activity as the existing source may be considered.
75.
Noncompliance Monitoring Program (NMP) shall mean an
Administrative Order issued to an industrial user which requires the
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user to submit production and flow data and complete monitoring, at
a frequency determined by the Director, for all pollutants determined
to be in violation of discharge limits.
76.
Non Contact Cooling or Heating Water shall mean any water
which is used for temperature control and has no direct contact with
any raw material, or intermediate or final product.
77.
Non Domestic Wastewater shall mean all wastewater except
Domestic Wastewater, Domestic Liquid Waste, and Unpolluted
Water including but not limited to wastewater resulting from
industrial, commercial, producing, manufacturing, processing,
governmental, educational, institutional, and agricultural operations,
brine wastewater from the regeneration of water conditioning
equipment, and all non exempt truck hauled liquid wastewater.
Oil and Grease shall mean any of the following in part or in
combination:
78.
a. Petroleum derived products, e.g., oils, fuels, lubricants,
solvents, cutting oils;
b. Vegetable derived products, e.g., oils, shortenings, water
soluble cutting oils;
c.
Animal derived products, e.g., fats, greases. oils, lard.
79. Pass Through shall mean any discharge which exits the WRP into
waters of the United States in quantities or concentrations which,
alone or in conjunction with other discharges from other sources,
causes a violation of any requirement of the NPDES Permit,
including an increase in the magnitude or duration of a violation.
80. Permit-Required Confined Space pursuant to California Code of
Regulations, Title 8, Section 5157, subsection b, and amendments
thereto, shall mean a confined space that has one or more of the
following characteristics:
a. Contains or has the potential to contain a hazardous
atmosphere;
b. Contains a material that has the potential for engulfing an
entrant;
c. Has an internal configuration such that an entrant could be
trapped or and tapers to a smaller cross-section; or
d. Contains any other recognized serious safety or health
hazard.
81.
Permittee shall mean any user which is issued an Industrial User,
Liquid Wastehauler, or Grease Wastehauler permit.
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82.
Person shall mean any individual, firm, company, association,
society, general or limited partnership, limited liability company, trust,
corporation. governmental agency or group, and includes the plural
as well as the singular.
83. pH shall mean the logarithm (base 10) of the reciprocal of the
concentration of hydrogen ions, as analyzed in accordance with
Approved Analytical Methods. pH represents both acidity and
alkalinity on a scale ranging from 0-14 where 7 represents neutrality.
values less than 7 represent acidity and values greater than 7
represent alkalinity.
84. Pollutant shall mean any constituent or characteristic of wastewater
including but not limited to conventional pollutants. domestic
wastewater, hazardous substances. infectious waste, slug
discharges, dredged spoil, solid waste, incinerator residue, sewage,
garbage. sewage sludge. munitions, chemical wastes, biological
materials, radioactive materials, medical waste, heat, rock, sand,
cellar dirt and industrial, municipal. and agricultural waste.
85. Pollution shall mean the man made or man induced adverse
alteration of the chemical, physical. biological. or radiological
integrity of water.
86.
POTW shall mean the Publicly Owned Treatment Works and shall
include the City's collection system. the collection system of contract
cities, and the SBMWD Water Reclamation Plant. This definition
includes all devices. equipment, pipes, and systems used in the
transmission, storage, treatment, recycling and reclamation of
municipal sewage, sludge. or industrial wastewater. except sewer
service lateral line connections. .
87. Pretreatment shall mean the reduction of the amount of pollutants,
the elimination of pollutants, or the alteration of the nature of
pollutant properties in wastewater to a. less harmful state prior to
discharge of the wastewater into the POTW. J"he reduction or
alteration may be obtained by physical. chemical or biological
processes. process changes, waste minimization. or other legal
means designed to remove or reduce pollutants in a wastestream,
except dilution.
88. Pretreatment Requirement shall mean any substantive or
procedural. requirement related to pretreatment imposed on an
Industrial User.
89.
Pretreatment Standard shall mean any regulation containing
pollutant discharge limits or prohibitions promulgated by EPA or the
City, applicable to industrial users, including promulgated Categorical
Standards; National Prohibitive Discharge Standards developed
pursuant to Section 307(b) of the Clean Water Act and 40 CFR
403.5. general discharge prohibitions contained in SBMC Section
13.32.305; and any specific local discharge limits established by the
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City.
90.
Pretreatment Waste shall mean all waste, liquid, solid, or semi-solid
removed from a waste stream or discharge by physical, chemical, or
biological means.
91 Prohibited Discharges shall mean all discharges specified in
Section III of Chapter 13.32 which are prohibited from being
discharged to the POTW.
92. Qualified Professional shall mean any person who by virtue of
experience, education, or training, is qualified to evaluate and
assess pollutant discharges and violations of Chapter 13.32.
93. RCRA shall mean the Resource Conservation and Recovery Act as
contained in 40 CFR Part 260-266 and 270 and amendments
thereto. .
94.
Restaurant User shall mean all retail establishments selling
prepared foods and drinks for consumption on or off the premises;
and lunch counters and refreshment stands selling prepared foods
and drinks for immediate consumption. Retail establishments, lunch
counters, and drinking places selling prepared food and drink as a
subordinate service incidental to their primary operations and
institutional facilities (e.g. schools, churches, jails, prisons, and
juvenile halls), which serve food on the premises may also be
considered restaurant users.
95. Sample Location shall mean a location approved by the Director
where a representative sample of non-domestic wastewater is
collected from an industrial user.
96. SBMWD shall mean the City of San Bernardino Municipal Water
Department.
97. Service Area shall mean the physical geographic area where
wastewater is generated and discharged to the POTW.
98. Self,monitoring shall mean wastewater samples collected by a user
or the user's contracted laboratory, consultant, engineer, or similar
entity.
99. Service Lateral Line shall mean the wastewater collection pipe
extending from the premises where the wastewater is generated up
to and including the connection to the City's or service area's
collection system.
100. Shall means mandatory.
101. Significant Industrial User (SIU) shall mean all industrial users
subject to Categorical Pretreatment Standards under 40 CFR 403.6
and 40 CFR Chapter I, Subchapter N and amendments thereto, or
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any user that meets any of the following conditions:
a. Industrial wastewater discharge at an average rate of at least
twenty-five thousand gallons per day (gpd) to the WRP
(excluding sanitary, noncontact cooling and boiler blowdown
wastewater);
b. A process wastestream discharge which makes up five
percent or more of the average dry weather hydraulic or
organic capacity of the WRP; or
c. Is designated by the Director on the basis that the user has
a reasonable potential for adversely affecting the WRP or for
violating any pretreatment standard or requirement.
102. Significant Noncompliance (SNC) shall mean any compliance
violation that meets one or more of the following criteria:
a. Chronic violations of wastewater discharge limits, which are
defined as those in which sixty-six percent or more of all of
the measurements for each pollutant taken during a
consecutive six month period exceed (by any magnitude) the
daily maximum limit or the average limit for the same
pollutant;
o
b.
Technical review criteria (TRC) violations. which are defined
as those in which thirty-three percent or more of all of the
measurements for each pollutant taken during a consecutive
six month period equal or exceed the product of the daily
maximum limit or the average limit multiplied by the
applicable TRC (TRC=1.4 for BOD, TSS, fats, oil and grease,
and 1.2 for all other pollutants except pH);
c. Any other violation of a pretreatment effluent limit (daily
maximum or longer term average) that the SBMWD
determines has caused, alone or in combination with other
discharges, interference or pass through (including
endangering the health of WRP personnel or the general
public);
d. Any discharge of a pollutant that has caused imminent
endangerment to human health or welfare or to the
environment or has resulted in.the SBMWD exercise of its
emergency authority to halt or prevent such a discharge;
e. Failure to meet, within ninety days after the scheduled date,
a compliance schedule milestone contained in an
Administrative Order, for starting construction, completing
construction, or attaining final compliance;
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f.
Failure to provide, within forty-five days of the due date, any
required reports such as baseline monitoring reports, ninety
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day compliance reports, periodic self-monitoring reports, and
reports on compliance with compliance schedules;
g.
Failure to pay, within thirty days, all applicable industrial user
application, permit, and enforcement penalty fees;
h.
Failure to accurately report non-compliance; or
I.
Any other violations or group of violations which the SBMWD
. believes will adversely affect the operation and
implementation of the SBMWD pretreatment program.
103. Single Pass Non Contact Cooling Water shall mean water that is
used solely for the purpose of cooling, has no direct contact with any
raw material, or any intermediate, final or waste product, and is used
only once before being discharged.
104. Single Pass Non Contact Heating Water shall mean water that is
used solely for the purpose of heating, has no direct contact with any
raw material, or any intermediate, final or waste product, and is used
only once before being discharged.
o
105. Slug Discharge shall mean any non-routine, episodic discharge of
wastewater, material or waste with such a high volume or pollutant
concentration which will violate any Pretreatment Standard or
requirement, or cause damage to, interference With, or pass through
in the collection system, WRP, or WRP sludge processes, use, or
disposal.
106. Slug Load Control Plan shall mean a plan submitted by an
Industrial User as required in 40 CFR 403.8(f)(2)(v) and SBMC
Section 13.32.475(B), which specifies the potential pollutants used
and/or stored at the User's facility; potential pathways the pollutants
may enter the POTW, and facilities and procedures for preventing or
controlling the occurrence of a Slug Load Discharge to the POTW,
107.. Spent Solutions shall mean any concentrated non domestic
wastewater, such as plating solutions or static rinses, brine
wastewater from the regeneration of water conditioning equipment,
which contains concentrations of pollutants. the discharge of which
may cause Interference, Pass Through, or a violation of any
Pretreatment Standard or requirement.
108. Spill Containment shall mean a protection system consisting of
berms, dikes, or containers.. which are used to prevent the discharge
of raw materials. waste materials, chemicals, or finished products to
the Storm Drain or POTW.
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109. Standard Methods shall mean the "Standard Methods for the
Examination of Water and Wastewater" prepared and published by
the American Public Health Association, American Water Works
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110.
111
112.
113.
Association, and Water Environment Federation, which specifies
accepted procedures used to assess the quality of water and
wastewater.
Storm Drain shall mean a system of open channels, lined and
unlined channels, surface channels, impound basins,ground water
recharge basins. storm water holding ponds, underground pipes,
curb and gutter, cross gutters, storm water pump and lift stations,
parking lots, paved areas, streets, and natural water courses used
to collect and direct storm precipitation and surface runoff to a
receiving body of water or underground aquifer recharge basins.
Storm water shall mean water flowing or discharged as a result of
rain, snow, or other precipitation.
Temporary Industrial User shall mean any user who is granted
temporary permission by the Director to discharge unpolluted water
or wastewater to the WRP and is controlled by a Class IV Industrial
User Permit.
Total Dissolved Solids (TDS) shall mean the total amount of
nonvolatile residue by laboratory filtration and dried at 180 degrees
C
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114. Total Suspended Solids (TSS) shall mean the total amount of
residue retained by laboratory filtration and dried at 103-105 degrees
C.
115. Toxic Organic Management Plan (TOMP) shall mean a plan
submitted by an Industrial User pursuant to SBMC Section
13.32.475(A), which specifies the solvents and other toxic organics
used and stored, the methods of delivery, storage and disposal; and
the procedures for preventing or controlling the discharge of the
solvents and toxic organics to the POTW or ground.
116. Total Toxic Organics (ITO) shall mean the sum of all quantifiable
values of the regulated toxic organic compounds which are found in
the user's industrial wastewater discharge.
117. Unpolluted Water shall mean cooling and heating water, single
pass cooling and heating water, air conditioning condensate, ice
melt, condensate, groundwater, landscape irrigation, crop irrigation,
rain water, and water not containing any substances limited or
prohibited by effluent standards in effect or water whose discharge
will not cause any violation of receiving water quality standards.
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[Rev. August 17.2006]
118. Upset shall mean an exceptional incident which causes temporary
and unintentional non-compliance with the discharge limitations or
prohibitions applicable to a user or the WRP and which is beyond the
reasonable control of a userOr the WRP.
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119. User shall mean any person, public or private, residential, industrial,
commercial, governmental, educational, or institutional which
discharges or causes to be discharged, wastewater into the POTW
or contracted service area.
120. Waste shall mean any discarded solid, semi-solid, liquid, or gaseous
material..
121. Wastehauler shall mean any person engaged in vehicular transport
of domestic liquid wastes to be discharged at the POTW.
122. Waste Manifest shall mean the waste hauling receipt which is
required to be retained on site by an industrial user for any
hazardous, non-hazardous, or pretreatment waste as required by the
Director.
123. Wastewater shall mean the liquid and water carried domestic waste
or non domestic waste from residential, commercial, industrial.
governmental, educational, or institutional facilities, together with any
groundwater, surface water, and storm water, that may be present
which is discharged to the POTW.
124. Water Supply shall mean the water supply serving the area tributary
to the collection system 0.1 the City or Services Area or WRP.
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125. WRP shall mean the City of San Bernardino Municipal Water
Department Water Reclamation Plant.
II. GENERAL REQUIREMENTS
13.32.200 Use of City Equipment or Facilities,
A. No person or user shall enter, break, damage, destroy, uncover, deface or
tamper with any temporary or permanent structure, equipment, or
appurtenance which is part of the City's collection system or WRP without
prior written approval by the Director.
B. Any person or user who discharges or causes the discharge of any
wastewater or pollutant which causes detrimental effects on the City's
collection system, WRP, sludge, or any other damages, including the
imposition offines by federal, state, or other regulatory agencies against the
City, shall be liable to the City for all damages and costs incurred by the City,
including administrative expenses, and fines imposed on the City by any
federal, state, or other regulatory agencies. An administrative fee,
established by resolution ofthe Board, shall be included with these charges
to cover administrative costs associated with these charges.
13.32.205 Plan Check Requirements.
A.
All industrial users who request authorization to connect to the POTW and
all existing industrial users who propose tenant improvements. shall be
required to submit detailed site plans, including plumbing plans which
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describe the proposed project. facility expansion. or process modifications,
in addition to any other information as required by the Director. The Director
shall review the required information and notify the user of any pretreatment
requirements. Compliance with the requirements specified by the Director
is required before the SBMWD will release the project to the Building
Department. The project must be released by the Director before the
Building Department will issue a building permit authorizing construction for
the project. A Stop Work Order may be issued for any construction projects
which have not been issued the required building permit. All industrial users
shall comply with all rules and regulations of this Chapter before a Certificate
of Occupancy is issued.
B.
All industrial users are required to notify the SBMWD during the construction
phase of the project in. order to conduct onsite inspections of the project.
The SBMWD is required to sign off the Building Department job card for
underground plumbing and final plumbing of any required pretreatment
equipment. All plumbing and pretreatment equipment are required to be
exposed during the underground and final plumbing inspections. The
industrial user may be required to expose any plumbing or pretreatment
equipment which are not visible during the underground and final plumbing
inspections. Failure to notify the SBMWD and obtain the necessary onsile
inspections and job card signatures may delay the issuance of a Certificate
of Occupancy by the Building Department.
13.32.210 Inspection Requirements.
A. The Director shall inspect the facilities of any user to ascertain whether all
requirements of Chapter 13.32 are being met. Persons on the premises
shall allow the Director ready access at all reasonable times to all parts of
the premises for the purpose of inspection, sampling, and records
examination.
B. The user shall ensure that there is always a person on site. during normal
business hours. knowledgeable of the user's processes and activities to
accompany the Director during the inspection.
Co The user shall provide immediate access when an emergency exists.
D. All pretreatment equipment shall be immediately accessible at all times for
the purpose of inspection. At no time shall any material, debris, obstacles
or obstructions be placed in such a manner that will prevent immediate
access to the pretreatment equipment.
E. No user shall interfere with, delay, resist or refuse entrance to the Director
when attempting to inspect any facility which discharges wastewater to the
POTW.
F.
Where a user has security measures in force which would require proper
identification and clearance before entry into the premises, the user shall
make all necessary arrangements so that. upon presentation of
identification. the Director will be permitted to enter, without delay.
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G.
The user shall make available for copying by the Director, all records
required to be kept under the provisions of Chapter 13.32.
13.32.215 Inspection Warrants.
If the Director has been refused access to a building, structure, or property,
or any part. and is able to demonstrate cause that there may be a violation of
Chapter 13.32, or that there is a need to inspect or monitor the user's facilities to
verify compliance with Chapter 13.32 or any permit or order issued hereunder, or
to protect the public health, environment, and the safety and welfare of the
community, then the Director may seek issuance of an inspection warrant duly
issued pursuant to the procedure set forth in Title 13 (commencing with Section
1822.50) of Part 3 of the Code of Civil Procedure and amendments thereto.
However, in the event of an emergency affecting the public health or safety, an
inspection or monitoring may be performed without consent or the issuance of a
warrant.
13.32.220 Monitoring Requirements.
A.
As required by the Director, any user discharging industrial wastewater to
the POTW may be required to install monitoring equipment to measure the
quality and quantity of wastewater discharged. The monitoring equipment
may include but is not limited to: wastewater sampling equipment, flow
meters and recorders, pH meters and recorders, electrical conductivity
meters and recorders, and process water meters.
B.
The monitoring equipment shall be provided by the user in compliance with
Chapter 13.32 and all applicable building, plumbing, and construction codes.
The Director may require the monitoring equipment have a security closure
that can be locked by the SBMWD during any monitoring activities. The
installation of any required monitoring equipment shall be completed within
a reasonable time frame as required in written notification from the Director.
C. The Director shall have the right to temporarily install upon the user's
property such devices as are necessary to conduct wastewater monitoring
or metering operations.
D. No user shall interfere with, delay, resist, or refuse entrance to authorized
City personnel attempting to install wastewater monitoring equipment on the
user's property. Any permanent or temporary obstruction which prevents
access to the monitoring equipment shall be immediately removed by the
user or property owner at the written or verbal request of the Director and
shall not be replaced.
E, Any required monitoring equipment shall be maintained by the user for
continuous monitoring and metering. The monitoring equipment shall be
calibrated by the user as often as necessary to ensure accurate
measurements according to manufacturer's specifications. All maintenance
and calibration work shall be performed at the user's expense.
F.
The user shall report any monitoring equipment failure to the Director within
twenty-four (24) hours after the user is aware of the failure. The notification
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shall be accomplished by a telephone call, telefax transmission, personal
visit, or hand delivered notification, to the SBMWD. The user shall submit
a written report to the Director documenting the cause of the failure and the
corrective actions to be completed within five calendar days after the user
discovers the equipment failure.
All monitoring shall be completed at the time, place, and frequency as
specified by the Director.
H.
Samples for pH, cyanide, total phenols, oil/grease, sulfide, and volatile
organics shall be analyzed from grab samples. The Director may elect to
collect either a twenty-four (24) hour composite sample comprised of
discrete time or flow proportioned samples or a grab sample, as appropriate,
for all other pollutants.
I.
Any wastewater samples collected from a sampling location approved by the
Director shall be considered representative of the wastewater discharged
from the user to the POTW.
All users who request permission to conduct their own wastewater sampling
shall submit a written wastewater monitoring plan describing the sample
collection methods, equipment used, equipment cleaning practices,
employee training, sample preservation methods, and chain of custody
procedures. The monitoring plan shall be approved by the Director prior to
the implementation of the plan. Any sample(s) collected by a user without
an approved plan shall be considered invalid.
K.
All users that are required to self-monitor shall have all samples collected
according to 40 CFR 403.12(b)(5) specifications and analyzed by a
laboratory certified by the State of California, Department of Health Services
to complete the specific pollutant analyses.
L. All users that are required to self-monitor shall submit all reporting forms,
required by the Director, that include the following information and
documents:
1. The date, exact place, time. and methods of sampling or
measurements, and sample preservation techniques or procedures;
2. Who performed the Sampling or measurements;
3. The date(s) analyses were performed;
4. Beginning and ending flow meter readings which correspond to the
time period of the 24 hour composite sample;
5. Who performed the analyses;
6. The anaiyticaltechniques or methods used;
7.
The results of such analyses; and
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8.
The reporting limits for each pollutant
M. All users that are required to self-monitor shall submit a copy of the sample
analysis and all required reporting forms within the timeframe established by
the Director. All sample analysis reports which include discharge violations
shall be reported to the Director within twenty-four hours of becoming aware
of the violation. The results of the required resample and correspondence
which includes a possible explanation for the violation(s) shall be submitted
to the Director within 30 days after the user is aware of the initial violation.
Failure to report pollutant violations as stated shall constitute a violation of
Chapter 13.32 and may subject the user to enforcement actions.
13.32.225 Noncompliance Monitoring Requirements.
A Noncompliance with any concentration or mass based discharge limit
specified in this Ordinance or the User's Permit may be determined by an
analysis of a grab or composite sample collected from a designated sample
location and shall constitute a violation of Chapter 13.32.
B.
As required by the Director, a wastewater resample shall be collected and
analyzed for all pollutants in noncompliance with discharge limits. The
resample is separate and independent of any wastewater monitoring
performed by the SBMWD. All resamples shall be collected according to 40
CFR 403.12(b)(5) specifications and analyzed by a laboratory certified by
the State of California, Department of Health Services to complete the
specific pollutant analyses. The analysis of all wastewater resamples
collected by a user shall be submitted with all required reporting forms to the
Director no later than thirty days after the SBMWD has informed the user of
the initial violation or the user becomes aware of the violation. Failure to
submit the laboratory results within the thirty-day requirement shall constitute
a violation of Chapter 13.32 and may subject the user to enforcement
actions.
C. As required by the Director, a Noncompliance Monitoring Program shall be
completed by a user for any wastewater resamples which are determined to
be in noncompliance with discharge limits. The NMP requires the user to
collect a representative wastewater sample from the designated sample
location at a frequency determined by the Director. The samples are to be
analyzed for all pollutants which were determined to be in violation of
discharge limits. Continued noncompliance may result in escalated
enforcement action and additional monitoring requirements as specified by
the Director.
13.32.230 Reporting Requirements.
A
All industrial users shall submit self monitoring reports, as required by the
Director, which identify the characteristics of the industrial wastewater
discharged to the POTW. The self monitoring reports shall be used to
determine compliance with the conditions and discharge requirements
specified in Chapter 13.32, the industrial user permit, and federal and state
regulations. Reports which may be required include:
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1.
2.
3.
4.
5.
Baseline Monitoring Reports
Compliance Schedule Progress Reports
Ninety (90) day Compliance Reports
Periodic Reports on continued Compliance
Other reports as required by the Director
B. The monitoring frequency and pollutants required to be analyzed shall be
specified by the Director in the Industrial User permit issued to the user. All
costs associated with the collection.and analysis of the required monitoring
and the submittal of all required reports shall be the responsibility of the
industrial user.
C. Failure to complete any required monitoring or failure to submit any required
reports shall be a violation of Chapter 13.32 and may subject the user to
enforcement actions.
13.32.235 Flow Measurement Requirements.
A.
Any industrial user who discharges a daily average of twenty-five thousand
gallons per day or more of industrial wastewater, is designated as an
Industrial Rate facility for sewer billing purposes, or any other industrial user
as required by the Director, shall install a continuous monitoring flow or
water meter approved by the Director, which is capable of measuring the
volume of industrial wastewater discharged from the industrial user to the
POTW. The readings collected from the flow or water meter shall be used
to calculate the permitted daily average and daily maximum flows. Daily
readings which exceed the daily maximum shall be reviewed by the Director.
Continuous daily discharge readings which deviate more than 20% from the
daily permitted flow shall require the permitted flow to be revised
accordingly.
B. The user shall record daily flow or water meter readings, as specified by the
Director, on an approved log sheet. As. required by the Director, monthly
flow or water meter records. shall be submitted to the SBMWD by the fifth
calendar day of each month for the preceding month. The flow or water
meter shall conform to standards issued by the Director and shali be
equipped with a non-resetting flow totalizer. All flow and water meters shall
be calibrated at least annually to ensure the accuracy of the actual flow. All
industrial users shall post the type, size, totalizer units, and flow multipliers
for any flow or water meters used to measure the volume of wastewater
discharged from the user.
13.32.240 Liquid Waste Discharge Requirements.
A. Only domestic liquid wastes from chemical toilets, septic tanks, seepage
pits, cesspools, or any other similar receptacles approved by the Director,
that contain no industrial waste, shall be disposed at the designated WRP
disposal site.
B.
The WRP disposal site is the only designated disposal site for liquid
wastehaulers who have been issued a liquid wastehauler permit by the
SBMWD.
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C.
A liquid waste manifest form shall be completed and signed by a permitted
liquid wastehauler for each load to be dumped at the WRP disposal site.
The manifest shall include documentation identifying the origin ofthe hauled
wastes. The origin of the hauled wastes requires the physical address
where the wastes were originally generated and does not include the
address of any temporary storage location. The liquid waste manifest shall
be reviewed and. signed by an authorized SBMWD employee before any
load is approved to be discharged at the designated WRP disposal site.
D. Domestic liquid wastes disposed at the designated WRP disposal site shall
be subject to inspection, sampling and analysis to determine compliance
with all applicable provisions of Chapter 13.32. Authorized personnel of the
SBMWD shall perform or supervise such inspection, sampling and analysis
at any time during the delivery of the domestic liquid waste, including prior
to the discharge of the domestic liquid waste by the liquid waste hauler. If
the WRP finds the wastes do not comply with the requirements of Chapter
13.32 or liquid wastehauler permit, the liquid wastehaulershall pay the WRP
for all costs associated with such inspection, sampling, and analysis, and
any other fees, charges or penalties assessed by the Director.
E. If the WRP determines the wastes hauled by the liquid wastehauler to be or
contain hazardous substances, the liquid wastehauler shall remain at the
WRP until the liquid wastehauler transfers the hazardous substances to a
wastehauler properly licensed to transport and dispose of such hazardous
substances.
F.
Any liquid wastehauler providing false information to the SBMWD in any
permit application, hauler's report or manifest, or correspondence shall be
in violation of Chapter 13.32 and may be subject to enforcement action
including permit suspension or revocation.
G. Any liquid wastehauler that hauls both industrial wastes and domestic
wastes shall remove all industrial waste contamination from the interior of
the vacuum tank prior to loading any domestic liquid wastes into such tank.
H. If the wastes hauled by a liquid wastehauler are found unacceptable for
discharge into the WRP, the liquid wastehauler shall dispose of the wastes
at a legal disposal site. The liquid wastehauler shall provide the SBMWD
with a copy of the manifest documenting the legal disposal of the rejected
wastes within fourteen calendar days from the date the wastes were rejected
by the SBMWD.
13.32.245 Record Keeping.
All industrial users shall keep records of all waste hauling, pretreatment
equipment maintenance reports, monitoring equipment recording charts and
calibration reports, effluent flow or water meter records, sample analysis data, and
any other information required by the Director, on the site of the wastewater
generation. All records are subject to inspection by Director and shall be copied as
needed. All records must be kept on the site of wastewater generation for a
minimum period of three years. The record retention period may be extended .
beyond three years in the event enforcement proceedings have been initiated
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against the user or an extensive history of the industrial user is required.
13.32.250 Written Responses.
All users required by the Director to provide a written response to any
correspondence, order, or notice shall do so by the date specified.
13.32.255 Compliance Extension.
Any time limit or due date required in any report, written notice or any
provision of this Ordinance may be extended only upon a showing of good cause
by the user and a written extension by the Director.
13.32.260 Falsifying Information.
Any user who knowingly makes any false statement, representation,. or
certification in any record, correspondence, or other document submitted or required
to be maintained by the Director shall be in violation of Chapter 13.32 and may
subject the user to enforcement actions.
III. DISCHARGE PROHIBITIONS
13.32.300 Point of Discharge.
No person or user shall discharge any wastewater directly into a manhole
or other opening in the collection system other than through an approved building
sewer connection, unless written permission for the discharge has been granted by
the Director. This prohibition shall not apply to authorized SBMWD, City, or contract
city personnel involved with the maintenance, cleaning, repair, or inspection of the
collection system.
13.32.305 Prohibited Waste Discharges.
Except as hereinafter provided, no person or user shall discharge or cause
to be discharged into the POTW, or any opening, sump, tank, clarifier, piping or
waste treatment system, which drains or flows into the POTW, any of the following:
A. Any earth, sand, rocks, ashes, cinders, spent lime, stone, stone
cutting dust, gravel, plaster, concrete, glass, metal filings, or metal
or plastic objects, garbage, grease, viscera, paunch manure, bones,
hair, hides, or fleshings, whole blood, feathers, straw, shavings,
grass clippings, rags, spent grains, spent hops, waste paper, wood,
plastic, tar, asphalt residues, residues from refining or processing
fuel or lubrication oil and similar substances, or solid, semi-solid or
viscous material in quantities or volume which will obstruct the flow
of sewage in the collection system or any object which will cause
clogging of a sewer or sewage lift pump, or interfere with the normal
operation of the POTW.
B.
Any compound which will produce noxious odors in the sewer or
wastewater treatment facilities.
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C.
Any recognizable portions of human or animal anatomy.
D. Any solids, liquids, gases. devices, or explosives which by their very
nature or quantity are or may be, sufficient either alone or by
interaction with other substances or sewage to cause fire or
explosion hazards, exceed ten percent of the LEL at the point of
discharge or in the collection system, or in any other way create
imminent danger to SBMWD or City personnel, the POTW, the
environment or public health.
E. Any wastewater or material with a closed cup flash point of less than
one hundred forty degrees Fahrenheit or sixty degrees Celsius using
the test methods specified in 40 CFR 261.21 and amendments
thereto.
F. Any overflow from a septic tank, facility wastewater holding tank,
cesspool or seepage pit, or any liquid or sludge pumped from a
septic tank, facility wastewater holding tank, cesspool or seepage pit,
except as may be permitted by the Director.
G. Any discharge from any wastewater holding tank of a recreational
vehicle, trailer, bus and other vehicle, except as may be permitted by
the Director.
H.
Any storm water,' groundwater. well water, street drainage,
subsurface drainage, roof drainage, yard drainage or runoff from any
field, driveway or street. The Director may temporarily approve the
discharge of such waters, in addition to unpolluted water from the
SBMWD geothermal facility, to the POTW, when no reasonable
altemative method of discharge is available, subject to the payment
of all applicable User charges and fees by the discharger. Water
from swimming pools, wading pools. spas, whirlpools, and
therapeutic pools may be discharged to the POTW between the
hours of 8:00 pm and 6:00 am, unless specifically prohibited by the
Director.
o
I. Any substance or heat in amounts that will inhibit biological activity
in the POTW resulting in interference or which will cause the
temperature of the sewage in any public sewer to be higher than one
hundred forty degrees Fahrenheit. In no case shall any substance
or heat be discharged to the sewer that will raise the WRP influent
higher than one hundred four degrees Fahrenheit (forty degrees
Celsius).
J. Any radioactive waste in excess of federal, state or county
regulations.
K. Any pollutant(s), material or quantity of material which will cause:
o
1.
2.
3.
Damage to any part of the POTW;
Abnormal maintenance of the POTW;
An increase in the operational costs of the POTW;
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4.
5.
A nuisance or menace to public health;
Interference or pass through in the WRP. its treatment
processes, operations, sludge processes. use or disposal.
This applies to each user introducing pollutants into the
POTW whether or not the user is subject to other National
Pretreatment Standards or any Federal, State, or local
pretreatment requirements; or
6. A violation of the SBMWD NPDES permit.
L Any quantities of herbicides, algaecides, or pesticides in excess of
the local or national categorical discharge standards.
M. Any petroleum oil, non-biodegradable cutting oil, or products of
mineral oil origin in excess of local discharge limits or national
pretreatment standards.
N. Any material or quantity of material(s) which will cause abnormal
sulfide generation.
O.
Any wastewater having a corrosive property capable of causing
damage to the POTW, equipment, or structures, or harm to SBMWD
or City personnel. However, in no case shall wastewater be
discharged to the POTW with a pH below 5.0, or greater than 11.0,
or which will change the influent pH of the WRP to below 6.5 or
above 8.0.
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P. Any substance that will cause discoloration of the WRP effluent.
Q. Any unpolluted water, including cooling water, heating water, storm
water, subsurface water, single pass cooling water, and single pass
heating water. The Director may approve, on a temporary basis, the
discharge of such water only when no reasonable alternative method
of discharge is available. The user shall pay all applicable user
charges and fees.
R. Any substance which may cause the WRP effluent or any other
product such as residues, sludge; or scums to be unsuitable for
reclamation or reuse or which will interfere with any of the
reclamation processes. This includes any material which will cause
the sludge at the WRP to violate applicable sludge use or disposal
regulations developed under the Federal Clean Water Act, 33 USCA,
Section 1251 et seq., or any regulations affecting sludge use or
disposal developed pursuant to the Solid Waste Disposal Act, 42
USCA, Section 6901, et seq.; Clean Air Act, 42 USCA, Section 7401,
et seq.; Toxic Substance Control Act, 15 USCA, Section 2601, et
seq., or any other applicable state regulations, and amendments to
these Acts or regulations.
S.
Any pollutant, including oxygen demanding pollutants (BOD, COD,
etc.) released in a discharge at a flow rate and/or pOllutant
concentration that will cause interference with the WRP.
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[Rev. August 17,2006]
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T.
Pollutants that result in the presence oftoxic gases, vapors, orfumes
within the POTW in a quantity that may cause acute worker health
and safety problems.
U. Any hazardous substance which violates the objectives of the
General Pretreatment Regulations (40 CFR 403), Chapter 13.32, or
any statute: rule, regulation or chapter of any public agency having
jurisdiction over said discharge, and amendments thereto
v. Any discharge from any groundwater remediation projects, except as
may be permitted by the Director.
W Any slug loads from raw material, spent solutions, or sludges
generated from processing tanks or vessels, unless no reasonable
alternative is available to prevent severe loss of life or to protect the
environment. These shall include, but are not limited to wash tanks,
chemical conversion tanks, acid and alkali tanks, lubricating tanks,
condensate from dry cleaning processes, fruit and vegetable wash
tanks, brine wastewater from soft water regeneration processes
above permitted limits, and any other tank or vessel containing a
material which would exceed permitted discharge limits.
x. Any radiator fluid or coolant, cutting oil, water soluble cutting oil, or
water-based solvent.
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Y.
Any photo processing waste from developing or fixing solutions or
rinse waters that are not in compliance with the discharge limits
specified in this Ordinance.
z. Any Toxic Organics in amounts which are determined to be toxic to
the maintenance or operation of the POTW. The SBMWD may
require the submittal of a Toxic Organic Management Plan (TOMP)
from any user determined to discharge Toxic Organics above
detection limits.
13,32.310 Liquid Waste Discharge Prohibitions.
A. Liquid wastehaulers shall not discharge or cause to be discharged any
hazardous material or hazardous waste, as defined by RCRA, to the
designated WRP disposal site.
B. Liquid wastehaulers shall not discharge any industrial wastewater into the
designated WRP disposal site, POTW or the collection system of a service
area which receives sewer service from the City.
C. Liquid wastehaulers shall not mix industrial wastewater and domestic liquid
wastes in an attempt to discharge the mixture to the designated WRP
disposal site.
D.
Liquid wastehaulers shall not mix or dilute any rejected load with another
load in order to achieve compliance with Chapter 13.32 or liquid wastehauler
permit.
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E.
Liquid wastehaulers shall not dispose of any rejected load into any septic
tank, cesspool, seepage pit or similar devices, any grease interceptor or
trap, any storm drain. or any collection system opening except as authorized
by the Director
13,32,315 Interceptor Prohibitions.
The use of any biological or chemical products or other materials designed
to metabolize, emulsify, suspend, or dissolve oil and grease within any sand/oil or
oil/grease interceptor is prohibited.
13.32,320 Prohibited Discharge of Pretreatment Waste.
No person shall discharge any waste removed from any pretreatment
equipment, systems, or devices into any sewer or storm drain opening or any drains
or other openings leading to any sewer or storm drain or to the ground without
authorization and permits from the regulatory agency having jurisdiction over the
discharge of such waste. All waste removed from pretreatment equipment shall be
disposed of in accordance with all applicable federal, state, county, and local laws
and regulations.
13,32.325 Medical Waste Disposal.
A.
No user shall discharge medical waste to the POTWwithout first complying
with all requirements of the California Medical Waste Management Act
(California Health and Safety Code Sections 117600 - 118360) and
obtaining written permission from the Director. The request shall be
submitted to the Director and shall include:
1. The source and volume of the medical waste;
2. The procedures and equipment used for disinfection of the medical
waste; and
3. Employee training procedures for the legal disposal of the medical
waste.
B. If the Director believes that the waste would not be adequately disinfected,
the Director shall issue a written denial to the user and state the reasons for
the denial. This denial shall be issued within thirty days from receipt of the
written request.
C. If the Director believes that adequate disinfection of the waste can be
achieved prior to discharge of the waste to the collection system, then
conditional approval may be granted for the disposal of the waste. A letter
of approval shall be sent to the user within thirty days of receipt of the written
request.
D. If the user is granted permission for disposal of the medical waste, the user:
1.
Shall adequately disinfect the medical waste prior to discharge to the
POTW as outlined in the approval letter;
[Rev. August 17,2006]
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2.
Shall not dispose of solid medical waste to the POTW, including
hypodermic needles, syringes, instruments, utensils or .other paper
and plastic items of a disposable nature, or recognizable portions of
human or animal anatomy; and
3. Shall be subject to periodic inspections to verify that all disinfection
methods, procedures, and practices are being performed.
E. As authorized by the Director, wastewater generated from medically required
life saving operations, including but not limited to dialysis facilities. may be
approved for disposal to the POTW.
13,32.330 Dilution Prohibited As A Substitute For Treatment.
No industrial user shall increase the use of water, or in any other manner,
attempt to dilute a wastewater discharge as a partial or complete substitute for
adequate treatment to achieve compliance with Chapter 13.32 and the user's
permit. or to establish an artificially high flow rate for permitted mass emission rates
or permitted flow amounts.
13.32.335 Water Softening Prohibitions.
A.
No industrial user shall install, replace, enlarge, or use any apparatus for
softening all or any part of the water supply to any premises when such
apparatus is an ion-exchange softener or demineralizer of the type that is
regenerated at the site of use with the regeneration wastes being discharged
to the ground, storm drain or the POTW unless the apparatus is in
compliance with the following conditions:
o
1. The brine solutions generated during the backwash cycles of the
water softener shall be segregated from the fresh water rinses for
disposal to a legal brine disposal site;
2. The backwash equipment shall be equipped with an electrical
conductivity controlled discharge valve that controls the wastewater
discharged to the POTW. The electrical conductivity valve shall be
calibrated at a minimum annually or as often as necessary to control
and prevent any wastewater from being discharged to the pom
that exceeds the maximum electrical conductivity, total dissolved
solids, or associated sodium and chloride concentrations established
in the local discharge limitations specified in this Ordinance: and
3.
The industrial user shall maintain the electrical conductivity
controlled discharge va.lve in proper operating condition at all times.
The industrial user shall notify the Director within twenty-four (24)
hours in the event of a valve failure and immediately cease the
discharge of all wastewater to the POTW associated with the soft
water regenerating processes. A written report documenting the
cause of the failure and the corrective actions taken shall be
submitted to the Director, within five calendar days after discovery of
the electrical conductivity valve failure.
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B.
Pursuant to Califomia Health and Safety Code Sections 116775-116795 and
amendments thereto, no residential water softening or conditioning
appliance shall be installed except in either of the following circumstances:
1 . The regeneration of the appliance is performed at a nonresidential
facility separate from the location of the residence where such
appliance is used; or
2. The regeneration of the appliance discharges to the waste disposal
system of the residence where such appliance is used and the
following conditions are met:
a. The appliance activates regeneration by demand control;
b. An appliance installed on or after January 1, 2000, shall be
certified by a third party rating organization using industry
standards to have. a salt efficiency rating of no less than
three thousand three hundred fifty grains of hardness
removed per pound of salt used in generation. An appliance
installed on or after January 1, 2002 shall be certified by a
third party rating organization using industry standards to
have a salt efficiency rating of no less than four thousand
grains of hardness removed per pound of salt used in
generation;
c.
The installation of the appliance is accompanied by the
simultaneous. installation of the following softened or
conditioned water conservation devices on all fixtures using
softened or conditioned water, unless such devices are
already in place or are prohibited by local and state plumbing
and building standards or unless such devices will adversely
restrict the normal operation of such fixtures:
i. Faucet flow restrictors.
ii. Shower head restrictors.
iii. Toilet reservoir dams.
iv. A piping system installed so that untreated
(unsoftened or unconditioned) supply water is carried
to hose bibs and sill cocks which serve water to the
outside of the house, except that bypass valves may
be installed on homes with slab foundations
constructed prior to the date of installation; or
condominiums constructed prior to the date of
installation; or otherwise where a piping system is
physically inhibited.
C.
The certification required under subsection B of this Section shall be
provided by the new user of the appliance and shall be completed by a
contractor having a valid Class C-55 water conditioning contractor's license
or Class C-36 plumbing contractor's license and filed with the City Building
Division. The certification form shall contain all of the following information:
[Rev. August 17,2006]
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1.
Name and address of homeowner;
2. Manufacturer of the water softening or conditioning
appliance, model number of the appliance, pounds of salt
used per regeneration, and salt efficiency rating at the time
of certification.
3. Manufacturer of the water-saving devices installed, model
number, and number installed; and
4. Name, address, and the specialty contractor's license
number of the C-55 and C-36 licensee making the
certification.
D. Any person installing or operating a water conditioning apparatus of any kind
shall make such apparatus accessible to the Director for inspection at
reasonable times.
E. Notwithstanding subdivision 2 of subsection B of this Section, the SBMWD
may limit the availability, or prohibit the installation, of residential water
softening or conditioning appliances that discharge to the POTW if the
Director makes all of the following findings:
1.
The WRP is not in compliance with the discharge or water
reclamation requirements specified in the NPDES permit issued by
the Regional Water Quality Control Board;
2. Limiting the availability, or prohibiting the installation, of the
appliances is the only available means of achieving compliance with
waste discharge requirements issued by the Regional Board; and
3. All nonresidential sources are limited to the volumes and
concentrations of saline discharges to the POTW to the extent
technologically and economically feasible.
.13.32.340 Limitation on Wastewater Strength.
No user shall discharge industrial wastewater to the POTW unless the
wastewater conforms to the limitations and requirements of Chapter 13.32.
Discharge limitations shall be revised as needed to ensure compliance of the WRP
effluent and bio-solids reuse in compliance with the SBMWD NPDES Permit. For
Categorical Users, the SBMWD may exercise one or more of the following options:
A. Where a categorical pretreatment standard is expressed in terms of
either mass or concentration of a pollutant, the Director may impose
equivalent concentration or mass limits in accordance with 40 CFR
403.6(C) and amendments thereto;
B.
When wastewater subject to a categorical pretreatment standard is
mixed with wastewater not regulated by the same standard, the
[Rev. A ugusl 17. 2006]
. 13-106
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Director shall impose an alternate limit using the combined
wastestream formula; and
C.
A variance from a categorical pretreatment standard may be issued
if the user can prove, pursuant to the procedural and substantive
provisions in 40 CFR 403.13 and amendments thereto, that factors
relating to its discharge are fundamentally different from the factors
considered by the EPA when developing the categorical
pretreatment standard.
13.32.345 Local Discharge Limitations.
As required by the Director, all users shall comply with the Local Discharge
Limits as set forth in the Industrial User Local Discharge Limitation Table and
Wastehauler Discharge Limitation Table. The pollutant discharge limits included in
the Wastehauler Discharge Table are applicable to all septic and chemical toilet
waste disposed at the WRP septic receiving station. All Categorical Industrial Users
shall be required to meet the more stringent of Local Discharge Limits and the
specific Categorical Pretreatment Standards.
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INDUSTRIAL USER LOCAL DISCHARGE LIMITATION TABLE
[Daily Maximum Discharge Limit]
CONSTITUENT
Arsenic
Boron
Cadmium
Chloride
Chromium (Total)
Copper
Cyanide
Fluoride
Lead
Mercury
Nickel
Phenol
Silver
Sodium
Sulfate
Zinc
MILLIGRAMS/LITER
0.9
1.0
02
990
2.3
7.4
1.5
3.8
2.2
0.1
2.3
2.13
2.5
495
382
8.4
W ASTEHAULER DISCHARGE LIMIT A TION WASTE
(Daily Maximum Discharge Limit]
CONSTITUENT
Arsen ic
Cadmium
Chromium (total)
Copper
Lead
Nickel
Zinc
MILLIGRAMS/LITER
0.9
0.3
2.3
15.0
4.0
2.3
31.0
13.32.350 Federal Categorical Pretreatment Standards.
The Federal Categorical Pretreatment Standards found in 40 CFR Chapter
I, Subchapter N and amendments thereto are hereby incorporated into Chapter
13.32 by reference. Where duplication of the same pollutant limitation exists, the
limitation that is more stringent shall prevail. Compliance with Federal Categorical
Pretreatment Standards for existing sources subject to such standards or for
existing sources which hereafter become subject to such standards shall be
achieved within three years following promulgation ofthe standards unless a shorter
compliance time is specified in the standards or by the Director. New sources shall
have all required pretreatment equipment, which is necessary to meet applicable
pretreatment standards, installed and operating before beginning any discharge.
New sources must meet all applicable pretreatment standards within the shortest
feasible time, not to exceed ninety days.
[Rev. August 17.2006]
IV. PRETREATMENT REQUIREMENTS
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13.32.400 Separation of Wastewater.
Any user who discharges industrial wastewater to the POTW shall keep
domestic wastewater separate from all industrial wastewater until the industrial
wastewater has passed through all required pretreatment and monitoring equipment
or devices. For existing Categorical Industrial Users that cannot separate the
domestic wastes from the industrial wastes prior to the permitted sample location,
the combined wastestream formula shall be applied to determine applicable
discharge limitations.
13.32.405 Pretreatment of Industrial Wastewater.
All industrial users shall:
A. Provide wastewater pretreatment, as required, to comply with
Chapter 13.32;
B. Achieve compliance with all applicable Federal Categorical
Pretreatment Standards, as contained in 40 CFR Chapter I,
Subchapter N and amendments thereto, and local limits, whichever
are more stringent, within the time limitations as specified by the
Director or Federal Pretreatment Regulations;
C.
Provide, operate, and maintain all necessary equipment, systems,
and devices, as required by the Director, at the user's expense;
o
D. Provide detailed plans to the Director for review and approval
indicating the pretreatment equipment, systems, devices and
operating procedures before the beginning of any construction or
installation of. any equipment. The review of such plans and
operating procedures shall not relieve the user from the responsibility
of pretreating wastewater to produce an effluent acceptable to the
Director under the provisionsof Chapter 13.32;
E. No user shall install pretreatment equipment, systems or devices in
a cOnfined space or a permit required confined space;
F. Whenever deemed necessary, the Director may require users to
restrict their wastewater discharge, relocate and/or consolidate
points of discharge, separate domestic waste streams from industrial
waste streams, and other such conditions as may be necessary to
protect the POTW and determine the users compliance with the
requirements of Chapter 13.32; and
G.
Notify the Director of any pretreatment equipment failure within
twenty-four (24) hours after the user is aware of the failure. The
notification shall be accomplished by a telephone call, telefax
transmission, personal visit or hand delivered notification, to the
SBMWD. A written report documenting the cause of the failure and
the corrective actions completed shall be submitted to the Director,
within five calendar days after discovery of the pretreatment
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equipment failure.
13.32.410 Pretreatment Equipment Bypass.
A. No user shall bypass any pretreatment equipment or device unless the
bypass: (i) is necessary to prevent loss of life, personal injury or severe
property damage. is not necessitated by some fault of the user, and is the
only feasible alternative; or (ii) is necessary to perform essential
maintenance ensuring adequate operation ofthe pretreatment equipment or
device and does not cause a violation of applicable discharge limits.
B. All users shall comply with the following bypass notification requirements:
1 . Anticipated bypass: The user shall submit a written notice to the
Director at least ten days before the date of the scheduled bypass;
or
2. Unanticipated bypass: The user shall notify the Director within
twenty-four (24) hours upon leaming that any pretreatment
equipment or device has been bypassed. The user shall submit a
written report to the Director within five working days after the
bypass.
All bypass reports shall include:
o
a.
A description of the bypass. including the volume and
duration;
If the bypass was corrected; and
Actions completed or proposed to prevent a recurrence of the
bypass.
b.
c.
13.32.415 Standard Interceptor Designs.
The Director shall maintain a file, available to the public. of suitable designs
of gravity separation interceptors. This file shall be for informational purposes only
and shall not provide or imply any endorsements of any kind. installation of an
interceptor of a design shown in this file. or of any design meeting the size.
requirements set forth in Chapter 13.32 shall not subject the City to any liability for
the adequacy of the interceptor under actual conditions of use. The user and
property owner shall not be relieved of the responsibility of preventing the discharge
of industrial wastewater to the POlW which exceeds permitted discharge limits.
13.32.420 Pretreatment Requirements For Existing Users.
All existing industrial users which do not have adequate pretreatment shall
be required to install pretreatment equipment. as specified by the Director, to meet
the required local discharge limits specified herein. under the following conditions:
A. The user has been determined to cause or contribute to an increase
in the frequency of sewer line maintenance cleaning or repairs.
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B.
The user has been determined to cause or contribute to sewer line
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blockages or Sanitary Sewer Overflows.
C.
The user has sold or transferred operation of the facility to a new
user or operator.
D.
The user has completed any changes to the following:
1. A significant interior plumbing modification;
2. A significant increase in seating capacity;
3. A significant increase in operating hours;
4. A significant change in the type of food prepared at the
facility;
5. A significant change in the maximum meals served per peak
hour;
6. A significant change in the type of equipment used;
7. Any other changes which result in a significant change to the
quantity or quality of the wastewater .discharged.
13.32.425 Interceptor Requirements.
All interceptors and grease traps required to be installed must be approved
by the Director prior to installation. All users required to install an interceptor shall
comply with the following conditions:
A.
The interceptor shall be watertight. structurally sound, durable and
have a minimum of two chambers with a separate ring and cover for
each chamber, unless otherwise approved by the Director, to insure
adequate cleaning capabilities. All rings shall be affixed to the
interceptor to insure a gas and watertight seal.
B. All interceptor chambers shall be immediately accessible at all times
for the purpose of inspection, sampling, cleaning. and maintenance.
At no time shall any material, debris. obstacles or other obstructions
be placed in such a manner that will prevent immediate access to the
interceptor.
C. Any interceptor legally and properly installed before the effective
date of Chapter 13.32 shall be acceptable as an alternative to the
current interceptor requirements provided the interceptor is effective
in removing floatable and settleable material and is accessible for
inspection. sampling, cleaning, and maintenance.
D. All drains, openings and service lateral lines connected to an
approved interceptor shall be kept free from any obstructions or
restrictions to wastewater discharge. All drains and openings
connected to an approved interceptor shall be equipped with screens
or devices which will prevent all material and particles with a cubic
dimension greater than three-eighths of an inch from being
discharged to the POTW.
E.
All interceptors shall be equipped with an influent tee extending no
more than twelve inches below the operating fluid level of the
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interceptor. The interceptor shall also have tees extending to within
twelve inches of the bottom at the exit side of each interceptor
chamber, including the final chamber. The Director shall review and
either approve or deny any alternate manufacturers engineered
interceptor designs contrary to standard requirements.
F.
All interceptors shall be equipped with a sample box as required by
the Director.
G.
No user shall install or use any elbows or tees in any interceptor
sample box.
H.
No user shall install any interceptor or sample box in a confined
space or a permit-required confined space.
If the Director finds, either by engineering knowledge or by
observation, that an interceptor is incapable of adequately retaining
floatable and settleable material in the wastewater flow, is
structurally inadequate, or is undersized for the facility, the Director
shall reject such interceptor and declare that the interceptor does not
meet the requirements of this Section. The user shall be required to
install, at the user's expense, an interceptor that is acceptable to the
Director.
I.
J.
No user shall abandon, seal, fill, or in any other way bypass an
existing interceptor or grease trap unless prior approval has been
requested and granted by the Director. The approval of the Director
shall require the user to propose and receive approval from the
Director for the proper disposal of any wastes or industrial
wastewater generated by the user.
13,32.430 Sand/Oil Interceptors.
A. No user that owns, operates, or maintains a facility for the servicing, repair,
cleaning, washing, or any other type of maintenance activities performed on
roadway machinery, industrial transportation equipment, motor vehicles,
public or private transportation vehicles, or any other facility as required by
the Director, shall discharge wastewater tothe POTWwithout first complying
with all sand/oil interceptor requirements specified by the Director. Such
users shall complete and submit a Class III Industrial User Permit
Application to the Director for review of sand/oil interceptor requirements.
B. The Director shall notify the user of the Directors determination whether
installation of a sand/oil interceptor is required prior to such users discharge
to the POTW. It is unlawful for any user to discharge wastewater to the
POTW withOut use of a sand/oil interceptor, in accordance with Chapter
13.32, as required by the Director.
C.
The Director shall calculate the size of the sand/oil interceptor to be used by
the maintenance facility. The interceptor shall have a minimum operational
fluid capacity of one hundred gallons and shall be designed to retain material
which will float or settle. Domestic wastewater shall not be allowed to pass
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. 13-112
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through the interceptor.
D
Any user required to install a sand/oil interceptor shall direct all wastewater
from all drains, sinks, and wash racks, through an approved minimum size
one hundred gallon sand/oil interceptor which complies with SBMe Section
13.32.425. Such user shall keep all domestic wastewater from restrooms,
showers, drinking fountains, and condensate (i.e., ice melt, air conditioning
condensate) separate from the wastewater until the wastewater has passed
through all necessary sand/oil interceptors, pretreatment equipment, and/or
monitoring stations.
E.
Any user required to install a sand/oil interceptor shall maintain such
interceptor in accordance with SBMC Section 13.32.445.
13.32.435 Restaurant Requirements.
A. No user that owns, operates, or maintains a restaurant facility shall
discharge wastewater to the POTWwithoutfirst complying with all oil/grease
interceptor requirements specified by the Director. Such restaurant users
shall complete and submit a Class III Restaurant User Permit Application to
the Director for review of oil/grease interceptor requirements.
B.
The Director shall notify the restaurant user whether installation of an
oil/grease interceptor is required prior to such restaurant user's discharge to
the POTW. It is unlawful for any restaurant user to discharge restaurant
wastewater to the POTWwithout use of a grease interceptor, in accordance
with Chapter 13.32, as required by the Director.
C. The Director shall calculate the size of the grease interceptor required to be
used by the restaurant user, in accordance with the sizing criteria specified
in the Uniform Plumbing Code 2000. Appendix H, as amended. In order to
provide adequate retention time for the separation of oil/grease, the Director
shall require the installation of a 750 gal.lon interceptor and sample box for
all users who are sjzed between a 100 and 750 gallon interceptor. The
Director may elect to use the following sizing criteria in lieu of maximum
seating capacity, as indicated in the UPC Appendix H, as amended, to
determine the number of meals served per peak hour:
1. Full Service Restaurants: Maximum number of seats
2. Fast food/Sandwich Shop Restaurants: One and a half times the
maximum number of seats
3. Dinner Theater/Pizza Parlors: One quarter times the maximum
number of seats
The Directors decision shall be based on the type of restaurant, the
condition of the collection system serving the restaurant, and possible
adverse affects caused by the restaurants discharge. The Director reserves
the right to require a larger interceptor when necessary and to set a
maximum interceptor size when appropriate, to prevent the accumulation of
sewer gas in underutilized interceptors.
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D
Any restaurant user required to install an oil/grease interceptor shall direct
all wastewater from all restaurant drains, sinks, wash racks, dishwashers,
and garbage grinders through an approved minimum size seven hundred
fifty gallon oil/grease interceptor which complies with SBMC Section
13.32425. Such restaurant user shall keep all domestic wastewater from
restrooms, showers, drinking fountains, and condensate (i.e., ice melt, air
conditioning condensate) separate from the restaurant wastewater until the
restaurant wastewater has passed through all necessary oil/grease
interceptors, pretreatment equipment, and/or monitoring stations.
E. Any restaurant user required to install a grease interceptor shall maintain
such interceptor in accordance with SBMC Section 13.32.445.
F. All restaurant users are required to segregate all waste oil from deep fryers,
cookers, etc. from all other waste streams. The segregated waste oil is not
permitted to be discharged to the POTW. The waste oil is required to be
stored on site and hauled to an approved disposal site.
13.32.440 Conditional Waivers.
The Director may conditionally waive the oil/grease interceptor requirement
or require the installation of an under sink grease trap, as approved by the San
Bernardino County Department of Environmental Health, for any restaurant user
determined by the Director not to have a reasonable potential to cause an adverse
effect on the operation of the POTW. The Director may revoke such conditional
waiver for the following reasons:
A. Changes in menu;
B. Falsification of information submitted in the Wastewater discharge.
survey form;
C. Changes in operating hours;
D. Changes in maximum seating capacity;
E. Changes in maximum meals served per peak hour;
F. Changes in equipment used;
G. Changes in the quantity or quality of the wastewater discharged; or
H. Increased sewer line maintenance or sanitary sewer overflows
(SSOs) which is attributed to the restaurant user's wastewater
discharge.
13.32.445 Interceptor Maintenance.
A.
Any user who owns or operates an interceptor shall properly maintain the
interceptor at all times. The interceptor shall be cleaned as often as
necessary to ensure that sediment and floating materials do not accumulate
to impair the efficiency of the interceptor and odors do not accumulate which
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would cause a public nuisance. An interceptor is considered to be in
violation of Chapter 13.32 under the following conditions:
1. Odors generated from the interceptor cause a public nuisance.
2. The interceptor is not in good working condition and appears to be
surcharging.
3. The operational fluid capacity of the interceptor has been reduced by
more than twenty-five percent by the accumulation of floating
material, sediment. solids, oil or grease.
4. The industrial wastewater discharged from the user is determined to
contain more than 250 mg/L of oil and grease.
B. When an interceptor is cleaned, the interceptor must be pumped out
completely and the removed sediment, liquid and floating material shall be
lawfully disposed at a facility legally approved to accept such waste.
C. The user shall maintain a manifest for the removed interceptor waste. The
manifest shall include at a minimum: the name and address of the facility
where the waste is removed, the disposal site for the interceptor waste, the
volume removed, and the date and time of removal. Failure to maintain and
provide the required information may require the user to document the
required information on a SBMWD issued grease hauler manifest form.
D.
The removed pretreatment waste shall not be reintroduced into the
interceptor or discharged into another interceptor at another location which
has not been approved by the Director to accept such waste.
E. If the interceptor is not maintained adequately and increased pumping is
determined to be insufficient to maintain the effective operation of the
interceptor, the user shall be required to install an interceptor of sufficient
size, that is effective in pretreating the wastewater to acceptable standards.
F. The owner and lessee, sub-lessee, proprietor,operator and superintendent
of any facility, required to install an interceptor, are individually and severally
liable for any failure to properly maintain such interceptor.
13.32.450 Silver Recovery Pretreatment Systems.
A. All industrial users who discharge wastewater to the POTW which is
generated from the development of photographic film, film negatives, x-rays,
or plate negatives shall install silver recovery pretreatment equipment, as
required by the Director.
B. The silver recovery equipment shall be capable of sufficiently removing silver
from the fixer solution and any silver laden rinse water to meet the required
local discharge limits specified herein.
C.
The photo developing solution shall be required to be separated, reclaimed.
hauled by a licensed wastehauler to an approved disposal site and shall not
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be discharged to the silver recovery equipment.
D.
As required by the Director, the user shall install an approved sample
collection device at the discharge end of the silver recovery equipment to
facilitate the collection of representative wastewater samples.
13.32.455 Industrial User Modifications.
All permitted users shall report proposed changes to the Director. for review
and approval, thirty days prior to initiation of the changes. The reporting shall be
done in writing from the authorized representative of the permitted industrial user.
For the purposes of this section "changes' shall include any of the following:
A. A sustained twenty percent increase or decrease in the industrial
wastewater flow discharged or in production capacity;
B. Additions, deletions or changes to processes or equipment; or
c. Experimentation with new processes and/or equipment that will
affect the quantity or quality of the wastewater discharged.
13.32.460 Unauthorized Equipment Modifications.
No user shall knowingly falsify, tamper with, or render inaccurate any
monitoring device or any pretreatment equipment or device. Such falsification,
tampering, or inaccuracy shall be considered a violation of Chapter 1332 and shall
subject the user to enforcement actions.
13.32.465 Notice of Potential Problems to Director.
All users shall notify the Director within twenty-four (24) hours of any
substantial change, in the quantity or quality of the wastewater discharged, that
could cause a problem at the POTW, including any slug loadings of any material.
Wastewater discharges that may cause a problem at the POTW include, but are not
limited to, acids, alkalis, oils, greases, high strength organic waste, salts, hazardous
substances and waste, colored wastes, and batch discharges. All users shall notify
the Fire Department. in the event the discharge has the potential to cause a fire or
. explosion hazard.
All users shall provide the Director, within five business days from the
incident, a written report detailing the cause of the discharge and the corrective
actions completed to prevent a recurrence.
13.32.470 Spill Containment Systems.
All users, as required by the Director, shall install spill containment systems
which conform to established requirements. The spill containment systems shall be
sufficient to prevent the discharge of any bulk chemicals, raw materials, finished
product, etc. to the POTW. Spill containment requirements include but are not
limited to the following:
A. Spill containment systems for tanks, carboys, and vats shall consist
of a system of dikes, walls, barriers, berms, or other devices
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B.
o
approved by the Director which are designed to contain a minimum
of 110% of the liquid contents of the largest container stored in the
containment device.
Spill containment systems for drums and barrels may consist of
individual spill containment skids. pallets. or other devices approved
by the Director which are designed to contain a minimum of 110% of
the entire contents of all containers stored in the containment device.
C.
Spill containment systems shall be constructed of materials that are
impermeable and non-reactive to the liquids being contained.
D.
Outdoor spill containment systems shall be constructed with
adequate covering to prevent the accumulation of water from
inclement weather or irrigation within the spill containment device.
E.
Spill containment systems shall not allow incompatible substances
to mix and cause a hazardous situation in the event of a failure of
one or more containers.
F.
At no time shall a user use a spill containment system for the storage
of waste other than from a spill generated from a contained liquid.
G.
Liquid contained within the spill containment system shall be
removed as soon as possible or as instructed by the Director to
restore the capacity of the spill containment system to the original
volume.
13.32.475 Facility Waste Management Plan.
Permitted Significant Industrial Users may be required to develop and
maintain a Facility Waste Management Plan (FWMP). The FWMP may include any
of the following documents:
o
[Rev. August 17.2006]
A. TOXIC ORGANIC MANAGEMENT PLAN (TOMP) is required of all
categorical industrial users which are permitted to submit a TOMP
in lieu of required pollutant monitoring.
B. SLUG LOAD CONTROL PLAN (SLCP) is required of all industrial
users which have batch discharge provisions, stored chemicals or
materials, or the potential for a slug discharge which, if discharged
to the POTW. would violate any of the prohibited discharge
requirements of Chapter 13.32.
C. PRETREATMENT SYSTEMS OPERATIONS MANUAL is required
of all industrial users that operate and maintain pretreatment
equipment.
D.
HAZARDOUS MA TERIALSIWASTE MANAGEMENT PLAN is
required of all industrial users that use or possess a hazardous
substance or generate a hazardous substance. The City's Fire
Department-required Business Emergency Plan may be substituted
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for this management plan.
E. WASTE MINIMIZATION/POLLUTION PREVENTION PLAN
(WM/PPP) is required of any industrial user:
1. For whom the Director has determined such WM/PPP is
necessary to achieve a water quality objective;
2. Determined by the California State Water Quality Control
Board (State or Regional Board) to be a chronic violator, and
the State Board, Regional Board or City determines that
pollution prevention (as defined in Water Code Section
13263.3(b)) could assist;
3. That significantly contributes, or has the potential to
significantly contribute, to the creation of a toxic hot spot as
defined in Water Code Section 13391.5.
F. The WM/PPP may be required to include:
1.
A wastewater analysis of pollutant(s), as directed by the
State Board. Regional Board, or SBMWD, that the user
discharges to the POTW, a description ofthe source(s) of the
pollutant(s), and a comprehensive review of the processes
used by the users that resu~ in the generation and discharge
of the pollutant(s).
o
2. An analysis of the WM/PPP to reduce the generation of the
pollutant(s), including the application of innovative and
alternative technologies and any adverse environmental
impacts resulting from the use of those methods.
3. A detailed description of the tasks and time schedules
required to investigate and implement various elements of
pollution prevention techniques.
4. A statement of the user's pollution prevention goals and
strategies, including priorities for short-term and long-term
action.
5. A description of the users existing pollution prevention
methods.
6. A statement that the users existing and planned pollution
prevention strategies do not constitute cross media pollution
transfers unless clear environmental benefits of such an
approach are identified to the satisfaction of the SBMWD.
7.
Proof of compliance with the Hazardous Waste Source
Reduction and Management Review Act of 1989 (Article 11.9
(Section 25244.12) of Chapter 6.5 of Division 20 of the
Health and Safety Code), if applicable.
o
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8.
An analysis of the pollution prevention measures, relative
costs. and benefits of the proposed pollution prevention
activities selected by the user.
V. WASTEWATER DISCHARGE PERMITS
13.32.500 General Permit Requirements.
A It is unlawful for any Class I, II, III. IV, V, or VI User to connect or discharge
to the POTW without a valid industrial user or liquid wastehauler permit.
B. Plans and building permits shall not be approved by the Director for any
sewer connection to the POTW unless the user has first obtained the
appropriate industrial user permit or the user has received written permission
from the Director to connect to the POTW after agreeing in writing not to
discharge industrial wastewater until an industrial user permit has been
obtained.
C. The Director shall have the authority to deny or establish discharge
limitations for all users who propose new or increased contributions of
pollutants, or changes in the nature of pollutants to the POTW where the
contributions do not meet applicable pretreatment standards, requirements
or would cause the SBMWD to violate its NPDES permit.
o
13.32.505 Industrial User Permit Application Requirements.
A All users required to obtain an industrial user permit shall complete and file
with the Director a permit application form provided by the Director and shall
pay all applicable fees invoiced by the SBMWD. The permit application may
require the applicant to supply any or all of the following information:
1. Name, address, and location of the facility (if different from the
mailing address);
2. Name, title and phone number of authorized representative(s) and
contact(s);
3. NAICS number of the operation(s) carried out by the industrial user,
according to the Federal North American Industry Classification
System. Office of Management and Budget, 1997. as amended;
4. EPA hazardous waste generator's number. if applicable;
5. A description of operations including the nature, average rate of
production, and a schematic process diagram which indicates points
of discharge to the POTW;
6.
Flow measurement information showing the measured average daily
and maximum daily flow in gallons per day discharged to the POTW
from process waste streams and all other waste streams, as
necessary, to determine the permitted flow of the user and to allow
use of the combined waste stream formula;
o
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7.
Time and duration that wastewater is discharged;
8. Wastewater samples collected according to 40 CFR 403.12(b)(5)
specifications and analyzed by a laboratory certified by the State of
California, Department of Health Services to complete the specific
pollutant analyses;
9. Measurement of pollutants identifying the National Categorical
Pretreatment Standard applicable to each regulated process, with
the results of sample analyses identifying the nature and
concentration (or mass where required) of regulated pollutants inthe
discharge from each regulated process. Both daily maximum and
average concentration (or mass) shall be reported, All analyses shall
be performed in accordance with the techniques prescribed in 40
CFR part 136 and amendments thereto;
10. A list of all environmental control permits held;
11 . Site plans, floor plans, process and pretreatment flow charts,
mechanical and plumbing plans with details to show all sewers,
sewer connections, monitoring equipment, pretreatment equipment,
systems and devices, production areas and all areas of wastewater
generation;
12.
Certification statement, as set forth in 40 CFR Part 403.6(a)(2)(ii)
and amendments thereto, executed by an authorized representative
of the industrial user and prepared by a qualified professional,
indicating whether or not pretreatment standards (categorical and
local) are being met on a consistent basis. If not, the industrial user
shall state if additional pretreatment equipment is necessary to
achieve compliance with pretreatment standards and requirements;
and
o
13. Any other information as may be necessary for the Director to
evaluate the permit application.
The accuracy of all data submitted, including monitoring data, shall be
certified by an authorized representative of the industrial user as set forth in
40 CFR Part 403.6(a)(2)(ii).
B. After receiving the completed application and all required support
information, the Director shall evaluate the application and information
furnished by the applicant and either issue an industrial user permit subject
to the terms and conditions provided in Chapter 13.32, suspend the
issuance of the permit or disapprove the application pursuant to Subsection
F ofthis Section. The Director shall issue the permit, ifthe Director believes
that sufficient and accurate information has been provided by the applicant
in the permit application and the Director finds that all of the following
conditions are met:
o
1.
The proposed discharge of the applicant is in compliance with the
prohibitions and limitations of Chapter 13.32;
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2.
The proposed operation and discharge of the applicant would not
interfere with the normal and efficient operation of the WRP;
3. The proposed operation and discharge of the applicant shall not
result in a violation by the SBMWD of the terms and conditions of its
NPDES permit or cause a pass through of any toxic materials to the
WRP; and
4. The applicant has paid all applicable industrial user permit fees.
C. The Director may suspend the permit application process if the users
business will not be operational at the conclusion of the application review
process. The Director will supply the user with an interim approval letter in
order to receive a permit to commence construction from the Building
Department. The user is required to notify the Director at least fourteen
days prior to the commencement of business operations. The industrial user
permit will be issued upon proper notification by the user.
D. If the Director determines that the proposed discharge will not be
acceptable, the Director shall disapprove the application and shaH notify the
applicant in writing, specifying the reason(s) for denial and the applicable
appeals process.
13.32.510 Industrial User Permit Requirements.
o
A
Industrial user permits shall be subject to all provisions of Chapter 13.32 and
all other applicable regulations. charges and fees established by
resolution(s) approved by the Board.
B. Permits may contain or require any or all of the following;
1 . Limitations on the maximum daily and average monthly wastewater
pollutants and mass emission rates for pollutants;
2. Limitations on the average an.;! maximum daily wastewater flow
rates;
3. Requirements for the submittal of daily, monthly, annual and long-
term production rates;
4. Requirements for reporting changes and/or modifications to
equipment and/or processes that affect the quantity or quality of the
wastewater discharged;
5. Requirements for installation and maintenance of monitoring and
sampling equipment and devices;
6. Requirements for the installation of pretreatment technology,
pollution control, or construction of appropriate spill containment
devices;
o
7.
Specifications for monitoring programs which may include; sampling
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[Rev. August 17,2006]
location(s); frequency of sampling; pollutant violation notification and
resampling requirements; number, types and standards for tests;
reporting schedules; TIO monitoring; and self-monitoring standard
operating procedures (SOPs);
8
Requirements for reporting flow exceedances and pollutant
violations;
9
Requirements for submission of technical or discharge reports,
Baseline Monitoring Reports (BMR), compliance reports, and reports
on continued compliance;
10.
Reports on compliance with Federal Categorical Pretreatment
Standards deadlines. All categorical industrial users shall submit
reports to the Director containing the information described in this
Section as required by the permit. For existing categorical industrial
users, the report shall be submitted within ninety days following the
date for final compliance with applicable categorical pretreatment
standards. For new categorical industrial users, the report shall be
due thirty days following the commencement of wastewater
discharge into the POTW. These reports shall contain long term
production rates and actual production during the wastewater
sampling periods;
11.
All significant industrial users shall collect representative wastewater
samples collected from the approved sample location during the first
month of the first and third quarters. The sample analysis
compliance reports shall be submitted to the SBMWD by the end of
the second month of the first and third quarter. These reports shall
include effluent sample analyses results with the name and
concentration or mass of the pollutants in the industrial user permit;
average and maximum daily wastewater flows for all processes and
total flow for the reporting periOd; average and maximum daily
production rates; and total production rate for the reporting period;
12. All required reports: BMRs, compliance reports, periodic reports on
continued compliance, and sample data submittals, must be signed
by an authorized representative of the user;
13. All required reports must have an accompanying certification
statement, by an authorized representative, stating whether the
pretreatment standards are or are not being met as set forth in 40
CFR Section 403.12(b)(6) and amendments thereto;
14. Requirements for maintaining and retaining all records relating to the
wastewater monitoring, sample analyses, production, waste
disposal, recycling, and waste minimization as specified by the
Director;
15.
Requirements for notification of slug or accidental discharges and
significant changes in volume or characteristics of the pollutants
discharged;
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16.
Statement of applicable civil and criminal penalties for violation of
pretreatment standards and requirements of Chapter 13.32 and
amendments thereto; and
17. Other conditions or requirements as deemed appropriate by the
Director to ensure compliance with Chapter 1.3.32 and amendments
thereto.
13.32.515 Liquid Wastehauler Permits.
A. It is unlawful for any liquid wastehauler to discharge to the designated WRP
disposal site without a current liquid waste hauler permit. and a current San
Bernardino County Department of Environmental Health liquid wastehauler
permit and decal, or to otherwise fail to comply with the provisions of
Chapter 13.32.
B. No person shall be issued a liquid wastehauler permit by the SBMWD
without first completing and submitting an application for a SBMWD liquid
wastehauler permit which contains the following information:
1.
2.
0
3.
4.
5.
Name. address, and phone number of the liquid wastehauler;
Number of vehicles (vehicles include trucks. tankers and trailers),
gallon capacity, license plate number, registered owner's name, and
make and model, of each vehicle operated by the liquid wastehauler
for the purpose of hauling domestic liquid wastes;
Name of the liquid wastehauler's authorized representative;
Name and policy number of the liquid wastehauler's insuran.ce
carrier and bonding company, if applicable; .
The number of the current permit issued to the liquid wastehauler by
the San Bernardino County Department of Environmental Health for
transportation and disposal of liquid wastes; and
6. Such other information as may be required by the Director.
C. Liquid wastehauler permit conditions may include. but are not limited to, the
following:
1 . Liquid wastehauler's obligation to comply with all permit terms and
conditions;
2. Liquid wastehauler's obligation to comply with the terms of Chapter
13.32;
3. Liquid wastehauler's obligation to comply with the applicable rules
and regulations of the San Bemardino County Health Department
regarding cleanliness and sanitary conditions;
o
4.
[Rev. August 17.2006]
Restrictions on operating hours for the designated WRP disposal
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site;
5.
The revocation, suspension, or placement on probation ofthe permit
and imposition of other enforcement actions against the liquid
wastehauler for violation of the permit terms or conditions, or
Chapter 13.32;
6
Liquid wastehauler record keeping and reporting requirements;
7.
Liquid wastehauler obligation to notify the Director immediately of
any unusual circumstances observed during liquid waste pumping
operations; and
8.
Other conditions, limitations or prohibitions as specified by the
Director.
D. The Director may deny the issuance of a liquid wastehauler permit for any
of the following reasons:
1. The applicant knowingly falsified information on the application or
any document required by the application;
2. The applicant's previous liquid wastehauler permit was.suspended
or otherwise revoked and the condition upon which such action was
taken still exists; or
o
3.
The applicant is not current on all disposal and permit related reports
and charges.
E. In the event a liquid wastehauler permit application is denied, the Director
shall notify the applicant in writing of such denial and the appeal procedures.
Such notification shall state the grounds for such denial and necessary
actions that must be taken by the applicant prior to the issuance of a permit.
F. SBMWO issued liquid wastehauler permits shall be valid for a maximum of
three years, and the Director may impose additional, or modify or delete
permit terms and conditions at any time during the duration of the permit.
G. Liquid wastehauler permits are issued for a specific company and/or vehicle
and any attempted permit transfer will void the permit.
13.32.520 Permit Duration.
Industrial User and liquid wastehauler permits shall be issued for a specified
time period, not to exceed three years.
13.32.525 Duty to Comply.
o
All users that have been issued an industrial user or liquid wastehauler
permit have a duty to comply with all conditions and limitations in these control
documents. Any user failing to comply with the requirements of the permit shall be
subject to administrative, civil or criminal enforcement actions in accordance with
[Rev. August 17.2006]
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Chapter 13.32.
13.32.530 Permit Renewal.
All industrial users and liquid waste haulers shall submit a completed permit
application, required monitoring information or production reports, and any other
information required by the Directorfor permit renewal a minimum of ninety calendar
days prior to the expiration of the existing permit. All users shall pay all applicable
permit fees after invoicing by the SBMWD. If the Director fails to notify user of the
decision to issue or not issue a renewed permit prior to the expiration date of the
current permit, the user's timely submission of a completed application and all other
required information and reports shall automatically extend the existing permit for
up to thirty working days until the actual permit can be issued or denied. Any
discharge of industrial wastewater or liquid waste to the POTW with an expired
permit shall be a violation of Chapter 13.32 and may subject the user to
enforcement action.
13.32.535 Permit Modifications.
A. The terms and conditions of the industrial user or liquid wastehauler permit
shall be subject to modification during the term of the permit for reasons
specified by the Director, including the following:
1.
To incorporate any new or revised federal, state, or local
pretreatment standards or requirements;
o
2.
To address signifi.cant alterations or modifications to the user's
operation, processes, or wastewater volume or character since the
time of the permit issuance;
3. A change in the POTW that requires eiiher a temporary or
permanent reduction or elimination of the permitted discharge;
4. The permitted wastewater discharge poses a threat to the POTW,
SBMWD or City personnel, residents, or receiving waters;
5. Violation of any term or condition of the user's permit;
6. Misrepresentations or failure to fully disclose all relevant facts in the
user's permit application or in any required reporting; or
7. To correct typographical or other errors in the user's permit; or
B. When possible, the SBMWD shall notify the user of any proposed permit
changes at least thirty days prior to the effective date of the changes. Any
modifications in the permit shall include a reasonable time schedule for
compliance.
13.32.540 Permit Transfer.
o
Each industrial user and liquid wastehauler permit is issued to a specific user
for a specific operation for a specified time. Any assignment, transfer or sale of an
[Rev. August 17.2006]
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o
industrial user or liquid wastehauler permit to a new owner, new user, different
premises, or different use is prohibited and is a violation of Chapter 13.32.
13.32.545 Permit Suspension or Revocation.
The Director may suspend or revoke any industrial user or liquid wastehauler
permit if the user is in violation of any provision of Chapter 13.32 or user permit.
These violations include but are not limited to: falsification of any required
information; denial of the SBMWD right to entry; failure to re-apply for a permit or
request a required permit modification; failure to pay required permit fees or
charges: or any discharges in violation of Chapter 13.32. The Director may suspend
or revoke the industrial user or liquid wastehauler permit upon a minimum notice of
fifteen calendar days when the Director finds the user violated any provision of
Chapter 13.32 or user permit. The permit suspension or revocation will result in the
immediate suspension of all discharge rights and privileges as specified in SBMC
Section 13.32.640. All costs associated with the permit suspension or revocation,
and any reissuance of the permit, shall be paid by the user.
VI. ENFORCEMENT NOTICES
13.32.600 Enforcement Response Plan (ERP).
o
The City shall adopt an Enforcement Response Plan (ERP), as required by
40 CFR 403.8(f)(5), and delegate authority to the Board of Water Commissioners
to enforce the ERP. The ERP shall be used to guide the SBMWD in imposing
progressive enforcement actions against users in noncompliance with Chapter
13.32.
13.32.605 Administrative Violations.
There is hereby established a class of violations to be known as
Administrative Violations that are further subdivided into minor and major
administrative violations as follows:
A. Minor Administrative Violations include, but are not limited to, the
following:
1. Submission of incomplete reports or questionnaires;
2. Failure to submit required reports or correspondence by the
scheduled due date;
3. Failure to submit a compliance report by the due date
specified without prior notification to the SBMWD;
4. Failure to conduct required monitoring;
5. Failure to notify the Director of a violation of a permit
condition within twenty-four hours after discovery of the
violation; or
o
6.
Failure to pay any required fees, penalties and charges
[Rev. August 17.2006]
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o
within thirty calendar days from the due date.
B
Major Administrative Violations include, but are not limited to, the
following:
1. Failure to notify the Director of a slug discharge immediately
after discovery of said discharge;
2. Failure to submit required reports or correspondence
within 30 days after the original due date;
3. Failure to submit a compliance report within 30 days after the
original due date;
4. Falsification of documents or attempting to mislead SBMWD
officials;
5. Failure to cooperate with SBMWD officials exercising their'
authority under Chapter 13.32, including monitoring and
inspection activities;
6.
7.
0
8.
9.
10.
A pattern of minor administrative violations;
Failure to provide the SBMWD with access to the user's
premises for the purpose of inspection, monitoring, or
sampling;
Failure to produce records as required;
Failure to accurately report noncompliance;
Failure to submit required reports (self-monitoring, one
hundred eighty-day baseline monitoring report, ninety-day
compliance report, Compliance Schedule progress reports)
or submitting such reports more than thirty calendar days
late;
11. Failure to pay charges pursuant to SBMC Section 13.32.700,
permit application fees, permit renewal fees, and Civil
Penalties within six1y calendar days after the due date; or
12. Failure to pay all other required fees, penalties, and charges
within sixty calendar days after the due date.
C. Upon notice of appropriate mitigating circumstances and consistent
with applicable federal and state laws, the Director has sole
discretion to treat a major administrative violation as a minor
administrative violation, or a pattern of minor administrative violations
with aggravating circumstances as an individual major administrative
violation.
o
13.32.610 Discharge Violations.
[Rev. August 17,2006]
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o
A. There is hereby established a class of violations to be known as Discharge
Violations that are further subdivided into minor and major discharge
violations as follows:
1. Minor discharge violations are those that the Director has
determined, either alone or in combination with other discharge
violations; pose no significant threat to the operation of the WRP, the
environment, or the health and safety of the general public or
SBMWD and City employees.
2. Major discharge violations include, but are not limited to, the
following:
a. Violation(s) which result in Significant Noncompliance;
b. Discharge violations which, either alone or in combination
with other discharge violations; pose a significant threat to
the operation ofthe WRP, the environment, orthe health and
safety of the general public or SBMWD and City employees,
or cause or contribute to additional treatment costs incurred
by the SBMWD or a violation of the NPDES permit, or cause
or contribute to pass through, interference, or other known
damages;
Discharging regulated pollutants to the POTW without a
current discharge permit;
A pattern of minor discharge violations;
Failure to correct a minor discharge violation within a specific
time period as specified by the Director;
Tampering with or purposely rendering inaccurate any
monitoring device, method or record required to be
maintained by the SBMWD or the User;
g. Intentional discharge of a prohibited waste by a liquid
wastehauler into the POTW; or
h. Wastewater discharge without a valid industrial user or liquid
wastehauler permit after notification.
B. Upon notice of appropriate mitigating circumstances, the Director has sole
discretion to treat a major discharge violation as a minor discharge violation.
The Director also has sole discretion to treat a pattern of minor discharge
violations with aggravating circumstances as an individual major discharge
violation.
13.32.615
Liquid Wastehauler Violations.
o
A.
Upon the Director's determination of a violation of Chapter 13.32, the liquid
[Rev. August 17, 2006 ]
. 13-128
0 wastehauler shall be subject to the enforcement actions set forth in Chapter
13.32, the Enforcement Response Plan, and the liquid wastehauler permit
as necessary to protect the WRP, the public, the environment or SBMWD
and City employees.
B. All liquid wastehauler permits issued to any person may be revoked,
suspended or placed on probation up to one year upon a finding by the
Director that any of the following facts exist:
1. Such person or representative thereoffailed to display any permit or
discharge authorization document upon request by an authorized
representative of the SBMWD;
2 Such person or representative thereof has changed, altered or
otherwise modified the face of a permit or discharge authorization
document without the permission of the Director;
3. Such person or representative thereof has violated any condition of
the permit;
4. Such person or representative thereof has falsified any application,
liquid waste manifest, record, report, monitoring results, or any other
information required to be maintained by the Director, has failed to
make them immediately available to the Director upon request, or
0 has withheld required information;
5. Such person or representative thereof failed to immediately cease
the discharge from his or her truck into the designated WRP disposal
site upon order of any authorized SBMWD employee;
6. Such. person or representative thereof discharged or attempted to
discharge hazardous waste into the designated disposal site;
7. Such person or representative thereof discharged or attempted to
discharge industrial waste into the designated disposal site; .
8. Such person or representative thereof has discharged or attempted
to discharge waste to the designated WRP disposal site, that has
been previously rejected by another regulatory agency, municipality,
or entity having authority to grant permission for the disposal of the
waste, without prior notification to the Director of the rejected status
of the waste;
9. Such person or representative thereof has physically harmed any
SBMWD employee; or
10. Such person or representative thereof has made threatening
remarks or threatening acts toward any SBMWD employee.
C. Any liquid wastehauler permit which has been revoked, suspended or placed
0 on probation pursuant to this Section may be reinstated upon a finding by
the Director that the condition which caused the revocation, suspension or
[Rev. August 17, 2006] 13-129
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probation no longer exists.
D.
Any authorized SBMWD employee shall have the authority to order the
immediate cessation of the discharge from any liquid wastehauler vehicle
into the designated WRP disposal site. Such order shall be based on the
employee's best professional judgment that said discharge may be in
violation of any applicable condition of Chapter 13.32 or may otherwise harm
or threaten to harm the operation of the WRP. the environment, SBMWD
and City employees, and the general public.
13.32.620 Unclassified Violations.
For any violation by any user that is not classified herein, or for the violation
of any rule or regulation promulgated hereunder, the Director shall have the
discretion to treat such violation as a minor or major violation and to exercise
enforcement authority accordingly. In exercising this enforcement authority, the
Director shall consider the magnitude of the violation, its duration, and its effect on
receiving waters, the POTW, the WRP sludge, the health and safety of SBMWD and
City employees, contractors, users, and the general public. The Director shall also
evaluate the user's compliance history, good faith, and any other factors the Director
deems relevant.
13.32.625 Public Nuisance.
Any user found to be in violation of Chapter 13.32, user permit, or any
administrative order issued pursuant to Chapter 13.32 shall be declared a public
nuisance and shall be guilty of a misdemeanor.
13,32.630 Administrative Orders.
The Director may require compliance with Chapter 13.32 and any permit or
order issued under Chapter 13.32, by issuing Administrative Orders that are
enforceable in a court of law, or by directly seeking court action. The Director may
use Administrative Orders. either individually, sequentially, concurrently, or in any
order for one or more violations as appropriate for the circumstances.
Administrative Orders include: .
A.
NOTICE OF NONCOMPLIANCE (NNC): A Notice of Noncompliance
shall be issued to a user for any initial pollutant violations, any minor
violations discovered during an inspection, or the user's permit or
SBMC 13.32. The timeframe required for the NNC to be corrected
is normally 7-14 days. A copy of the NNC is either submitted to the
user at the conclusion of the inspection or mailed to the user with a
written receipt of delivery. The NNC shall require the user to correct
the violation or submit a written response of the violation(s) and a
plan for immediate compliance or actions to comply with the
speCified violation(s). A compliance time ex1ension or series oftime
extensions may be granted, at the discretion of the Director, to a
user who fails to correct a minor violation required by a NNC, upon
a showing of "good faith" by the user. "Good Faith" shall be defined
as the user's honest intention to remedy noncompliance together
with actions that support the intention without the use of enforcement
[Rev. August 17,2006]
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[Rev. August 17,2006]
B
actions by the SBMWD.
VERBAL NOTICE (VN): A Verbal Notice shall be used to notify a
user that required correspondence, monitoring data, or any other
type of required report has not been received by the required
compliance date. The VN shall be completed through a phone call,
telefax, or personal visit and shall be completed within five days after
the original compliance date. All VN issued to an SIU shall be
documented with a written memo to the SIU file.
c.
WARNING NOTICE (WN): A Warning Notice shall be issued to a
user when compliance has not been achieved by the original due
date specified in the NNC issued to the user. The WN shall be
issued within 5 days after the original or ex1ended due date and shall
state the provision(s) violated and the facts alleged to constitute the
violation. The WN will also inform the user that additional
enforcement action, including the issuance of a Notice of Violation
and monetary penalties will be issued to the user if compliance is not
achieved by the date specified. A WN shall be documented in a
written inspection report at the time of the follow up inspection or
mailed to the user with a written receipt of delivery.
D.
NONCOMPLIANCE MONITORING PROGRAM (NMP): A
Noncompliance Monitoring Program (NMP) shall be issued to a user
when analysis results from consecutive samples indicate violations
for the same pollutant. The timeframe required for the NMP
response is normally 7 to 14 days, in addition to specific due dates
for the submittal of all required sample monitoring reports. The NMP
requires the user to collect a representative wastewater sample from
the designated sample location at a frequency determined by the
Director. The samples are to be analyzed for all pollutants which
were determined to be in violation of discharge limits. The user shall
be responsible for all costs associated with the NMP. Production
information, including daily flow meter records shall be submitted for
each sample, as required by the Director. The NMP shall be hand
delivered or delivered certified mail with a written receipt of delivery.
Continued noncompliance may result in escalated enforcement
action and additional monitoring requirements as specified by the
Director.
E.
NOTICE OF VIOLATION (NOV): A Notice of Violation shall be
issued to a user for any repeat pollutant violations, any violations
which result in Significant Noncompliance, or any major violations
discovered during an inspection, the user's permit or SBMC 13.32.
A Notice of Violation is also issued to a user who has not complied
with the requirements contained in a Notice of Noncompliance,
Warning Notice, or Stop Work Order. The timeframe required for the
NOV to be corrected is normally 7-14 days. The NOV shall state the
provision(s) violated and the facts alleged to constitute the violation,
and may include proposed compliance measures or additional
monitoring which may be required. The NOV will also inform the
user that additional enforcement action, up to and including
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[Rev. August 17,2006]
suspension or termination of sewer service will be issued to the user
if compliance is not achieved. The NOV shall require the user to
correct the violation or submit a written response of the violation(s)
and a plan for immediate compliance or actions to comply with the
specified violation(s). Submission of this plan in no way relieves the
user of liability for any violations occurring before or after receipt of
the NOV. The NOV shall be hand delivered or delivered certified
mail with a written receipt of delivery. The NOV shall include a $100
penalty fee.
F.
STOP WORK ORDER (SWO): A Stop Work Order shall be issued
to a user to stop any new construction, tenant improvements,
alterations, or additions, when the user has not received all
necessary City permits, has initiated work without written approval
of the Director, or violations of Chapter 13.32 related to the building
activity have been discovered at the site. The SWO requires the
user to cease all building activity until the user has achieved
compliance with the conditions specified in the SWO and received
authorization from the Director to resume building activity. The SWO
shall be documented in a written inspection report completed during
the onsite inspection. A copy of the SWO is either submitted to the
user at the conclusion of the inspection or mailed to the user with a
written receipt of delivery. The SWO shall include a $100 penalty
fee.
G.
VIOLATION MEETING ORDER (VMO): A Violation Meeting Order
shall be issued to a user wh,o has failed to achieve compliance after
the issuance of an NOV, or at the conclusion of an NMP that has
resulted in Significant Noncompliance. A VMO is an informal
meeting between the user and the Environmental Control Section
and is intended for the user to propose possible corrective actions
and request time ex1ensions to comply with the NOV. The VMO is
also used by the user to demonstrate good faith efforts towards
achieving compliance. The VMO may also be used by the City to
draft a consent order or compliance order, or for the user to draft a
compliance schedule, or file an appeal. The VMO shall be hand
delivered or delivered certified mail with a written receipt of delivery.
The VMO shall include a $100 penalty fee.
H.
CEASE AND DESIST ORDER (CDO): A Cease and Desist Order
shall be issued to a user who is in violation of an NOV, or Chapter
13.32, industrial user permit, or any order issued under Chapter
13.32, which is determined to pose an immediate threat to the
POTW, SBMWD personnel, environment or the public. A CDO may
also be issued to a user who is discharging industrial wastewater to
the POTW without a valid industrial user permit. The CDO may result
in the immediate revocation ofthe user's permit and shall require the
user to take such appropriate remedial or preventive action as
determined by the Director to gain immediate compliance and
eliminate the threat, including halting operations and terminating the
discharge to the POTW, The cease and desist order shall include
the provision violated and the facts constituting the violation. The
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CDO shall be hand delivered or delivered certified mail with a written
receipt of delivery. The CDO shall include a $250 penalty fee.
I.
CONSENT ORDER (CONS): A Consent Order shall be issued to a
user after an NOV has failed to achieve compliance with the
requirements specified in Chapter 13.32, industrial user permit, Gr
any order issued under Chapter 13.32. The CONS is routinely
developed as a result of information collected during the VMO
between the SBMWD and a user who has exhibited a willingness to
comply. The CONS is a written agreement developed jointly
between the City and the user with individual milestones, specific
actions submitted by the user, or other remedies used to gain
compliance with the violation(s). The CONS shall specify the
provisions violated and the facts constituting the violation(s), and
shall require adequate treatment facilities, devices, or other
pretreatment technology be installed and properly operated by the
user to achieve and maintain compliance. No individual milestone,
including milestone ex1ensions is permitted to exceed nine months
in length. The CONS shall be hand delivered or delivered certified
mail with a written receipt of delivery. The user is required to submit
written progress reports to the SBMWD every 30 days, as scheduled
by the Director, to accurately document the current status of the
project and to maintain the required schedule. The CONS shall
include a $500 penalty fee.
J.
COMPLIANCE ORDER (COMP): A Compliance Order shall be
issued to a user after an NOV has failed to achieve compliance with
the requirements specified in Chapter 13.32, industrial user permit,
or any order issued under Chapter 13.32. The COMP is routinely
developed as a result of information collected during the VMO
between the SBMWD. and a user who has exhibited a lack of
cooperation and is unwilling to comply. The COMP is used to
compel uncooperative users to achieve compliance and shall be
developed by the SBMWD with no input from the user. The COMP
is a compliance schedule with individual milestones developed by
the SBMWD which requires the user to complete !!pecific actions, or
other remedies to gain compliance with the violation(s). The COMP
shall specify the provisions violated and the facts constituting the
violation(s), and shC111 require adequate treatment facilities, devices,
or other pretreatment technology be installed and properly operated
by the user to achieve and maintain compliance. No individual
milestone, including milestone extensions is permitted to exceed
nine months in length. The COMP shall be hand delivered or
delivered certified mail with a written receipt of delivery. The user is
required to submit written progress reports to the SBMWD every 30
days. as scheduled by the Director, to accurately document the
current status of the project and to maintain the required schedule.
The COMP shall include a $500 penalty fee.
SHOW CAUSE ORDER (SHOW): A Show Cause Order shall be
issued to a user who is in violation of SBMC Ordinance 13.32, user
permit, or any order issued under Chapter 13.32, and has failed to
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[Rev. August 17, 2006]
achieve compliance with previous enforcement actions. The SHOW
shall be served on the user specifying the time and place for the
hearing; the proposed enforcement action and the reasons for such
action, including any alleged violation(s) and the facts constituting
the violation. The SHOW allows the user an opportunity to show
why Civil and/or Criminal Action should not be brought against the
user for failure to comply with previous enforcement actions. The
SHOW notice shall be served upon the user personally or by certified
mail at least fifteen calendar days prior to the hearing; unless the
user requests an earlier date for the hearing. The Director shall
permit the alleged violating user to respond to the notice and order,
to present evidence and argument on all relevant issues, and to
conduct cross-examination of any witnesses necessary for the full
disclosure of the facts. The Director may request the attendance
and testimony of witnesses and the production of evidence relevant
to any matter, and may seek the issuance of a subpoena from the
presiding court for the presence of prospective witnesses. The
testimony taken shall be under oath and recorded, with a transcript
prepared and provided to any person upon payment of the usual
charges for such transcript. Attendees at the Show Cause Hearing
may include; a representative from the City Attorney's Office, the
SBMWD General Manager, the SBMWD WRP Director, and the
SBMWD Environmental Control Officer. Prior to the issuance of a
SHOW, representatives from the City and SBMWD shall review the
case to determine possible compliance measures. Upon review of
the findings of fact, the Director or his designee shall make a final
decision which shall be served upon the user. The SBMWD may
immediately impose an enforcement action after the hearing whether
or not a duly notified user appears as required. The SHOW shall
include a $1000 penalty fee.
L.
PROBATION ORDER (PO): A Probation Order may be issued to any
user for any repeat pollutant or Ordinance violations. The PO shall
require the user to conduct repeated monitoring, as determined by
the Director, submit recurring documentation as required by the
Director, or complete any other actions the . Director deems
necessary to affirm the continued compliance of the user. The PO
shall be hand delivered. or delivered certified mail with a written
receipt of delivery. The PO shall include a $100 penalty fee.
M.
PERMIT REVOCATION ORDER (PRO): A Permit Revocation Order
may be issued to any user who has not complied with the
requirements contained in any enforcement action. The permit
revocation requires the user to immediately cease the discharge of
all wastewater determined by the Director to be in noncompliance.
The permit revocation requires the user to demonstrate continued
compliance prior to the re-issuance of permit authorizing the
continued discharge of the specified wastewater to the sewer
system. The PRO shall be hand delivered or delivered certified mail
with a written receipt of delivery. The PRO shall include a $100
penalty fee and the user shall be responsible for all costs associated
with the re-issuance of the permit.
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13.32.635 Sewer Suspension Order (SUSP)
o
A Sewer Suspension Order may be issued to any user who has either
willfully or negligently violated the requirements contained in a Permit Revocation
Order, failed to comply with the requirements of a CONS or COMP, or whose actual
or impending discharge to the POTW presents or may present an imminent
endangerment to the health and welfare of persons or to the environment, may pass
through or cause interference with the operations of any part of the POTW, is in
violation of Chapter 13.32 or the user's permit, or may cause the SBMWD to violate
its NPDES permit or any other federal or state law or regulation. The SUSP shall
be hand delivered or delivered certified mail with a written receipt of delivery. Any
user issued a SUSP shall immediately cease the discharge of all wastewater to the
POTW, as specified by the Director. The SUSP will result in the immediate
revocation of the users permit. Noncompliance with the conditions of the SUSP may
result in the immediate termination of sewer service as specified in SBMC Section
13.32.640. As soon as reasonably practicable but in no event more than five (5)
business days following the issuance of the SUSP, the General Manager shall
schedule a hearing to provide the user with an opportunity to present information
which states the reasons the SUSP should not be executed. The scheduled hearing
shall not delay or prevent the effects of the SUSP. The hearing shall be conducted
in accordance with procedures established by the Board. Within five (5) business
days following the hearing, the General Manager shall issue a written decision to the
user regarding the status of the SUSP. The General Manager may allow the user
to resume sewer service or wastehauler discharge service if the user demonstrates
continued compliance with all discharge and Ordinance requirements. The user
shall be responsible for all costs associated with the issuance of the SUSP. The
SUSP shall include a $500 penalty fee and the user shall be responsible for all costs
associated with the SUSP and re-issuance of the permit.
13.32,640 Sewer Termination Order (TERM)
o
A Sewer Termination Order may be issued to any user who has either
willfully. or negligently violated the requirements contained in a Sewer Suspension
Order, failed to comply with the requirements of a CONS or COMP, or whose actual
or impending discharge to the POTW prese.nts or may present an imminent
endangerment to the health and welfare of persons or to the environment, may pass
through or cause interference with the operations of any part of the POTW, is in
violation of Chapter 13.32 or the user's permit, or may cause the SBMWD to violate
its NPDES permit or any other federal or state law or regulation. The TERM shall
be hand delivered or delivered certified mail with a written receipt of delivery. The
TERM will result in the immediate revocation of the user's permit and the immediate
severance of the user's sewer connection and/or the termination of water service.
As soon as reasonably practicable but in no event more than five (5) business days
following the issuance of the TERM, the General Manager shall schedule a hearing'
to provide the user with an opportunity to present information which states the
reasons the TERM should not be executed. The scheduled hearing shall not delay
or prevent the effects of the TERM. The hearing shall be conducted in accordance
with procedures established by the Board. Within five (5) business days following
the hearing, the General Manager shall issue a written decision to the user
regarding the status of the TERM. The General Manager may allow the user to
reconnect to the sewer and/or resume water service if the user demonstrates
continued compliance with all discharge and Ordinance requirements. The TERM
[Rev. August 17, 2006]
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shall include a $1000 penalty fee and the user shall be responsible for all costs
associated with the TERM, including the termination and reconnection of sewer
and/or water service, and re-issuance of the permit.
13.32.645 Civil Penalties (CIV)
A Civil Penalty may be issued to any user in violation of the user's permit,
any provision of SBMC 13.32, administrative order, or has failed to comply with the
requirements or conditions specified in previous enforcement action. The CIV shall
be issued by the City Attomey and shall include all penalties authorized in this
Section. The user shall be responsible for all costs associated with the violation(s);
including: reasonable attorney's fees, court costs, and other expenses associated
with the enforcement activities, including, but not limited to, sampling, monitoring,
laboratory costs, and inspection expenses.
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[Rev. August 17,2006]
A.
AUTHORITY: All users of the POTW are SUbject to enforcement
actions administratively or judicially by the City, United States
Environmental Protection Agency, State of California Regional Water
Quality Board, or the County of San Bernardino District Attorney.
The actions may be taken pursuant to the authority and provisions
of several laws, including but not limited to: (1) Federal Water
Pollution Control Act, commonly known as the Clean Water Act (33
U.S.CA Section 1251 et seq.); (2) California Porter Cologne Water
Quality Control Act (California Water Code Section 13000 et seq.);
(3) California Hazardous Waste Control Law (California Health &
Safety Code Sections 25100 to 25250); (4) Resource Conversation
and Recovery Act of 1976 (42 U.S.C.A. Section 6901 et seq.); and
(5) California Government Code, Sections 54739 -54740.
B. RECOVERY OF FINES OR PENAL TIES: In the event the City is
required to pay fines or penalties pursuant to the legal authority and
actions of other regulatory or enforcement agencies based on a
violation of law or regulation or its permits, and the violation can be
attributed to the discharge of the user in violation of any provision of
Chapter 13.32, the user's permit, any prohibition, effluent limit, or an
administrative order issued pursuant to Chapter 13.32; the City shall
be 'entitled to recover all costs and expenses, including, but not
limited to, the full amount of said fines or penalties from the user.
C.
ORDINANCE: Pursuant to the Authority of California Government
Code Sections 54739-54740, any person who violates any provision
of Chapter 13.32; the user's permit, any prohibition, effluent limit; or
any suspension or revocation order shan-be liable civilly for a sum
not to exceed $25,000.00 per violation for each day in which such
violation occurs. Pursuant to the authority of the Clean Water Act,
33 U.S.C. Section 1251 et seq., any person who violates any
prOVision of Chapter 13.32, the user's perrnit, or effluent limit shall be
liable civilly for a sum notto exceed $25,000.00 per violation for each
day in which such violation occurs. The City Attorney, at the request
of the General Manager may petition a court of competent
jurisdiction to impose, assess and recover all costs pursuant to
federal and/or state legislative authorization.
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[Rev. August 17,2006]
D.
ADMINISTRATIVE CIVIL PENALTIES:
1. Pursuant to the authority of California Government Code
Sections 54740.5 and 54740.6, the City may issue an
administrative complaint to any person who violates:
a. any provision of Chapter 13.32;
b. any permit condition, prohibition, or effluent limit; or
c. any suspension or revocation order.
2. The administrative complaint shall be served by personal
delivery or certified mail and shall inform the user that a
hearing will be conducted, and shall specify a hearing date
within sixty (60) days following service. The administrative
complaint will allege the act or failure to act that constitutes
the violation of the City's requirements, the provisions of law
authorizing civil liability to be imposed, and the proposed civil
penalty. The matter shall be heard by the General Manager.
The user to whom the administrative complaint has been
issued may waive the right to a hearing, in which case the
hearing will not be conducted.
3.
At the hearing, the user shall have an opportunity to respond
to the allegations set forth in the administrative complaint by
presenting written or oral evidence. The hearing shall be
conducted in accordance with the procedures established by
the General Manager and approved by the counsel for the
City.
.4. After the conclusion of the hearing, the General Manager
shall prepare a written report which includes a statement of
the facts found to be true, a determination of the issues
presented, and conclusions. If the General Manager's
designee conducts the hearing, the designee shall prepare
and submit the written report to.the General Manager.
5. Upon preparation of the written report, the' General Manager
shall make his determination, and should he find that the
grounds exist for assessment of a civil penalty against the
user, he shall issue his decision and order in writing within
thirty calendar days after the conclusion of the hearing.
6.
If after the hearing or appeal, if any, it is found that the user
has violated reporting or discharge requirements, the
General Manager or Board may assess a civil penalty
against that user. In determining the amount of the civil
penalty, the General Manager or Board may consider all
relevant circumstances, including but not limited to the extent
of harm caused by the violation, the economic benefit derived
through any non-compliance, the nature and persistence of
the violation, the length of time over which the violation
occurred, and any corrective action attempted by the user.
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[Rev. August 17, 2006]
7.
Civil penalties may be assessed as follows:
a. In an amount which shall not exceed two thousand
dollars ($2000.00) for each day for failing or refusing
to furnish technical or monitoring reports;
b. In an amount which shall not exceed three thousand
dollars ($3000.00) for each day for failing or refusing
to timely comply with any compliance schedules
established by the SBMWD;
c. Inan amount which shall not exceed five thousand
dollars ($5000.00) for each day of discharge in
violation of any waste discharge limit, permit
condition, or requirement issued, reissued, or
adopted by the SBMWD;
d. In any amount which does not exceed ten dollars
($10.00) per gallon for discharges in violation of any
suspension, revocation, cease and desist order or
other orders, . or prohibition issued, reissued, or
adopted by the SBMWD.
8.
In determining the amount of such penalties, damages and
costs, all relevant circumstances, including but not limited to,
the extent of harm caused by the violation, the magnitude
and duration, any economic benefit gained through a user's
violation, corrective actions by a user, the compliance history
of the user, good faith efforts to restore compliance, threat to
human health, to the environment and to the POTW.
9. An order assessing administrative civil penalties issued by
the SBMWD shall be final in all respects on the thirty-first
(31") day after it is delivered to the user unless a notice of
appeal is filed with the Board pursuant to SBMC Section
13.32.675 no later than' the thirtieth (30Ih) day following
delivery of the notice. An order assessing administrative
penalties issued by the Board shall be final.
10. Copies of the administrative order shall be either hand
delivered or by certified mail to the user served with the
administrative complaint.
11.
Payment of the administrative civil penalties shall be made
within thirty (30) days of the date the administrative order
becomes final. A lien shall be placed against the users real
property for any outstanding penalties which remain
delinquent six1y (60) days. The lien shall not be in effect until
recorded with the county recorder. The SBMWD may record
the lien for any unpaid administrative civil penalties on the
ninety-first (91") day following the date the administrative
order becomes final.
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12.
No administrative civil penalties shall be recoverable under
SBMC Section 13.32.645 (D) for any violation which the City
has recovered civil penalties through a judicial proceeding
filed pursuant to Government Code Section 54740.
13,32.650 Criminal Penalties (CRIMI
A Criminal Penalty may be issued to any user in violation of the user's
permit, SBMC 13.32, or an enforcement action issued by the Director or has failed
to comply with the requirements or conditions specified in previous enforcement
action. A Criminal Penalty may also be issued to any user that willfully or knowingly
makes any false statements, representations, or certifications in any application,
record, report, plan or other document filed or required to be maintained pursuant
to Chapter 13.32 or the user's permit, or which falsifies, tampers with, or knowingly
renders inaccurate any monitoring device or method required under Chapter 13.32.
The CRIM shall be issued by the City Attorney or County District Attorney and shall
include all penalties authorized in this Section. Th'e penalties shall be consistent
with the Federal Clean Water Act, 33 U.S.C. 1251, and any relevant State laws. .
The user shall, upon conviction, be guilty of a misdemeanor, punishable by a fine
not to exceed one thousand dollars or imprisonment for not more than six months,
or both, per violation per day. This penalty shall be consistent with the Federal
Clean Water Act, 33 U.S.C. 1251, etsea. and amendments thereto, and shall apply
to the exclusion of any other more lenient provision of Chapter 13.32. A user shall
be guilty of a separate violation for each day a violation of any provision of Chapter
13.32 or user's permit is committed or continued by such user.
13.32.655 Remedies Nonexclusive.
The enforcement actions for Chapter 13.32 are not exclusive. The General
Manager may take any, all, or any combination of the enforcement responses
against a user who is determined to be in noncompliance with conditions and
requirements specified in Chapter 13.32, user's permit, or discharge limits.
13.32.660 Damage to POTW Operation.
A. Any user who .discharges any wastewater which causes or contributes to
any obstruction, interference, damage, or any other impairment to the
operation of the POTW shall be liable for all costs required to resume normal
operations of the POTW.
B. Any user who discharges any wastewater which causes or contributes to the
SBMWD violating any limitation, condition or requirement of its NPDES
permit or any other discharge requirement established by any regulatory
agency which incurs additional expenses, losses or damage to the POTW,
shall be liable for any fines, penalties, fees or assessments imposed on the
SBMWD by other regulatory agencies or the courts.
13.32.665 Legal Action.
If any user violates or has the reasonable potential to violate any provision
of its Wastewater Discharge Permit, this Chapter, Federal or State Pretreatment
Standards or Requirements, or any administrative order issued pursuant to this
[Rev. August 17,2006]
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Chapter, the City Attomey may petition a court of competent jurisdiction for
appropriate legal, equitable or injunctive relief including, but not limited to, issuance
of a temporary restraining order, preliminary injunction, permanent injunction, and/or
any other relief that may be appropriate to restrain the continued violation or prevent
threatened violations by the User. In addition to the penalties provided herein, the
Director may recover reasonable attorney fees, court costs, court reporter's fees,
and other expenses of litigation by appropriate suit of law against the Person found
to have violated any of the provisions of this Chapter or the orders, rules,
regulations, and Permits issued thereunder.
13.32.670 Written Appeals.
A. Any user affected by and dissatisfied with any decision, order, or
enforcement action, made by the Director interpreting or implementing the
provisions of Chapter 13.32 or user's permit, may file with the Director a
written appeal requesting reconsideration of such decision, order or
enforcement action within ten calendar days from the receipt of the notice
of such deCision, order or enforcement action. The user shall state in detail
the facts supporting the user's request for reconsideration. The Director
shall render a ruling on the request for reconsideration to the user in writing
within thirty calendar days from receipt of the appeal. Submission of such a
request in no way relieves the user of liability for any violations occurring
before or after receipt of decision, order. or enforcement action, nor stays
the requirements of achieving or maintaining compliance.
B.
Any user affected by and dissatisfied with any decision. order, or
enforcement action, made by the Director interpreting or implementing the
provisions of Chapter 13.32 or user's permit, may file with the General
Manager a written appeal requesting reconsideration of such decision, order
or enforcement action within ten calendar days from the receipt of the notice
of such decision, order or enfo'rcement action. The user shall state in detail
the facts supporting the user's request for reconsideration. The General
Manager shall render a ruling on the request for reconsideration to the user
in writing within thirty calendar days from receipt of the appeal. Submission
of such a request in no way relieves the user of liability for any violations
occurring before or after receipt of decision, order, or enforcement action,
nor stays the requirements of achieving or maintaining compliance.
C.
If the ruling on the request for reconsideration made by the General
Manager is unsatisfactory, the user may, within ten calendar days after
receipt of notice of the General Manager's ruling, file a written appeal with
the Board, lodging such appeal with the SBMWD along with an appeals fee
of one hundred dollars. All requests for a hearing on appeals concerning an
award of civil penalties, or orders of permit suspension, revocation, or denial
shall be reviewed by the Board. All other hearing requests shall be at the
sole discretion of the Board. The written appeal shall result in a hearing,
after notice to the affected parties, for a complete review of the decision,
order, or enforcement action. The hearing shall be conducted within sixty
calendar days of the written request. The hearing may be recorded or
transcribed and the testimony may be required to be given under oath. The
Board shall make a ruling on the appeal within sixty calendar days from the
date of filing and shall contain the findings of facts regarding the order.
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The SBMWD shall have the burden of proof during these hearings and shall .
be responsible to submit a preponderance of evidence for all claims. The
appellant may submit written evidence during the hearing to support the
claims of the appellant. Formalnules of evidence shall not apply in the
hearings under this Chapter. Evidence will be admissible if it is relevant and
of the sort on which responsible persons are accustomed to rely in conduct
of serious affairs. The SBMWD reserves the right to adopt additional
procedural guidelines governing the conduct of the hearings.
E. The ruling of the Board shall be deemed a final decision, order or action by
the SBMWD which any person adversely affected by such decision, order
or action may appeal to the appropriate court in the County of San
Bernardino. No person may obtain judicial review of any decision, order, or
enforcement action by the SBMWD under Chapter 13.32 without first having
exhausted his or her administrative remedies set forth in this Section.
13,32.675 Judicial Review.
A. PURPOSE AND EFFECT: Pursuantto Section 1094.6 ofthe California Code
of Civil Procedure, the City hereby enacts this Section to limit to ninety (90)
days following final decisions in adjudicatory administrative hearings the time
within which an action can be brought to review such decisions by means of
administrative mandamus.
B.
DEFINITIONS: As used in this Section, the following terms and words shall
have the following meanings:
1 . Decision shall mean and include adjudicatory administrative
decisions that are made after hearing, and after an award .of civil
penalties pursuant to Section 13.32.645(D), after revoking,
.suspending, or denying an application for a Permit or a license, or
after other administrative hearings taken to enforce this Chapter.
2. Complete Record shall mean and include the transcript, if any exists,
of the proceedings, all pleadings, all notices and orders, any
proposed decision by the Director, and the final decision, all admitted
exhibits, all rejected exhibits in the possession of the City or its
officers or agents, all written evidence, and any other papers in the
case.
C.
TIME LIMIT: Except as set forth in Section 13.32.675(G), judicial review of
any decision of the City or its officer or agent may be made pursuant to
Section 1094.5 of the Code of Civil Procedure only if the petition for writ of .
mandate is filed not later than the ninetieth (90th) day following the date on
which the decision becomes final. If there is no provision for reconsideration
in the procedures goveming the proceedings or if the date is not otherwise
specified, the decision is final on the date it is made. If there is a provision
for reconsideration, the decision is final upon the expiration of the period
during which such reconsideration can be sought; provided that if
reconsideration is sought by the aggrieved party pursuant to such provision,
the decision is final for the purposes of this Section on the date that
reconsideration is acted upon by the Board, or officer or agent, and written
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notice thereof is provided.
D.
PREPARATION OF THE RECORD: The complete record of the
proceedings shall be prepared by the City officer or agent who made the
decision and shall be delivered to the petitioner within ninety (90) days after
he has filed written request therefore. The City may recover from the
petitioner its actual costs for transcribing and otherwise preparing the record.
E.
EXTENSION: If the petitioner files a request for the record within ten (10)
days after the date the decision becomes final, the time within which a
petition, pursuant to Section 1094.5 of the Code of Civil Procedure, may be
filed shall be extended to not later than the thirtieth (30th) day following the
date on which the record is either personally delivered or mailed to the
petitioner or the petitioner's attorney of record, if appropriate.
F.
NOTICE: In making a final decision, the City shall provide notice to the
Person(s) subject to the administrative decision that the time within which
judicial review must be sought is governed by Section 1094.6 of the Code
of Civil Procedure.
G.
ADMINISTRATIVE CIVIL PENAL TIES: Notwithstanding the foregoing in
Section 13.32.675, and pursuant to Government Code Section 54740.6,
judicial review of an order imposing administrative civil penalties pursuant
to Section 13.32.645(D) may be made only if the petition for writ of mandate
is filed not later than the thirtieth (30th) day following the day on which the
order of the Board becomes final.
13.32.680 Judicial Collection.
After an enforcement order requiring a monetary assessment has become
final, or after a court has entered a final judgment in favor of the City, the General
Manager, through the City Attorney, may initiate a civil action, in the appropriate
court to recover such amount. Any user who fails to pay the amount of the
assessment, by the due date established, shall be required to pay to the City, in
addition to the original assessment, all costs associated with recovery of the
assessment. These costs may include; City Attorney fees and Costs, court filing
fees, and process service fees for collection of the assessment.
VII. CONNECTION CHARGES AND FEES
13,32.700 Establishment of Charges and Fees.
The SBMWD is authorized to establish user charges and. fees for the
equitable distribution of all costs of financing, maintaining, and operating the POTW
and developing the necessary reserve funds to ensure the future operation of the
POTW. These charges and fees are in accordance with good engineering and fiscal
practices and comply with all applicable governmental regulations regarding the
operation of the POTW. These fees and charges relate exclusively to matters
covered by this Chapter, and related Resolutions adopted by the Board, and are
separate from all other fees and charges imposed by the SBMWD. The amount of
these charges and fees and method of implementation shall be established by
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resolution of the Board.
13.32.705 Recovery of Costs.
In the event a user fails to comply with any of the terms and conditions of this
Chapter, an administrative order, compliance schedule or a permit issued
hereunder, the City shall be entitled to reasonable attorney fees and costs which
may be incurred in order to enforce any of the terms and conditions, with or without
filing proceedings in court.
13.32,710 Connection Requirements,
A. The owner of any property used for human occupancy, employment,
recreation, or other purposes situated within the SBMWD service area may
be required to connect the property directly to the City sewerage system.
The property owner may petition the Mayor and Common Council under
SBMC 13.08.080 for reimbursement of the costs for the portion ofthe sewer
line ex1ension over three hundred (300) feet from the point of connection
with the City sewerage system to the owners property line.
B. The City may waive or modify the sewerage system connection
requirements where one or more of the following conditions exist:
1.
The proposed single family residential development will be
constructed on property larger than one-half acre, or the proposed
commercial/industrial development will generate less than 200
gallons of domestic sewage per day (based on fifteen (15) gallons of
sewage per day per employee); there is a natural obstruction that
prevents the property from being connected to the City sewerage
system.
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2. The proposed residential development offour (4) units or less is an
infill project, where structures exist on at least 75% of the block and
none of the properties are connected to the City sewerage system.
3. The proposed development is an expansion, is less than 25% in
area ofthe existing structure, and does not exceed one thousand
(1000) square feet.
4. The proposed development will not generate any sewage.
C.
A waiver to connect to the City sewerage system shall not be construed as
approval for the installation of a septic tank. Permits for construction of
septic tanks shall be subject to the City Building Department environmental
review and approval process. All waivers shall be considered temporary.
Connection to the City sewerage system will be required within one hundred
twenty (120) days when the City sewerage system is constructed less than
three hundred (300) feet from the owners property line. The sewer
connection waiver requires the property owner to waive all future property
rights protesting the formation of a sewer assessment district which
encompasses the property. An administrative fee of five hundred dollars
($500) is required for all requests to waive the sewer connection
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requirements.
D
A connection permit is required before any person is authorized to connect
and discharge any wastewater to the City sewage system. The connection
permit authorizes the person to physically connect the property to the City
sewerage system. The connection permit is separate and distinct from the
Industrial User discharge permit required which is required of Class I-V
users.
E
Connection permits shall be issued by the City Building ,Department in
accordance with applicable regulations which describe the permit conditions,
required construction specifications, and the corresponding fees for the
connection permit.
F.
Each property shall be connected to the City sewerage system through a
separate connection; unless the General Manager determines that a single
connection will adequately protect the interests of the City.. Individual
connection permits are required for each 5!'lparate connection.
G. The property owner is required to seal all sewer connections upon
abandonment of the property to prevent wastewater flow to the City
sewerage system.
13.32.715 Construction of Public Sewer Extension.
A.
Any ex1ension of the public sewer system by a user shall be approved by the
City and constnucted in accordance with all applicable Ordinances,
regulations and Building codes. The costs of any sewer ex1ension shall be
the responsibility of the user requesting the extension and the users
benefiting from the sewer extension.
B. The City shall enter into an agreement with any user completing an
. ex1ension of the public sewer system for the repayment of all costs of the
ex1ension not owned or controlled by the user. The agreement shall be
made pursuant to the requirements of the City and shall be approved by the
Mayor and Common Council. .
13.32.720 Sewer Service Charges.
A. All single family residential dwelling units shall be charged a fixed monthly
fee for each individual dwelling unit. The residential sewer charge shall be
established by resolution of the Board. The sewer fees shall be sufficient to
cover the share of sewerage costs attributed to the residential class of users.
The costs shall include all costs associated with financing, maintaining, and
operating the sewerage system and developing the necessary reserve funds
to ensure future 'development and operation of the system.
B.
Multi-family residential units, commercial users, and other designated users
shall be charged. on the basis of total water consumption during a
comparable water billing cycle. Commercial users shall be placed in the
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appropriate sewer class based on the primary operations conducted for
proper billing. The rate for each class of users shall be established by .
resolution of the Board. The sewer fees shall be sufficient to cover the share
of sewerage costs attributed to this class of users. The costs shall include
all costs associated with financing, maintaining, and operating the sewerage
system and developing the necessary reserve funds to ensure future
development and operation of the system.
C
All users that discharge wastewater to the POTW that contains an average
of more than'300 mg/L of BOD or TSS or any users that discharge large
volumes of wastewater, as determined by the Director, shall be designated
"industrial rate users" and shall pay monthly sewer service fees based on the
industrial rate established by resolution of the Board. Unless otherwise
approved by the Director, all Industrial Rate monitoring shall consist of
individual twenty-four (24) hour composite samples collected over three
consecutive production days during the first month of the quarterly
monitoring cycle, or as otherwise approved by the Director. The sample
analysis are averaged together to determine the BOD and TSS for each .
billing cycle. Monthly flow discharge rates are used to calculate the amount
of BOD and TSS discharged to the POTW each month. All self monitoring
completed for Industrial Rate billing must be approved by the Director and
will be averaged with the data collected from SBMWD monitoring for the
months remaining in the quarterly monitoring cycle. The industrial sewer
rates shall be based upon total volume of wastewater discharged and the
SBMWD costs for providing services and treatment for the poundS of BOD,
and TSS discharged.
13.32.725 Permit Charges and Fees.
All users shall be required to pay a permit fee based on the designated class
of permit issued to the user. The permit fee shall include charges for the issuance
of the user's permit and the costs for routine inspections and monitoring as
established by resolution of the Board for the specific class of user.
13.32.730 Monitoring and Inspection Charges and Fees.
All users shall be charged additional monitoring and/or inspection fees, as
established by resolution of the Board, for all supplemental activities completed by
the SBMWD which are necessary. to verify compliance with previously issued
violations of Chapter 13.32, user's permit, applicable discharge limits, or any other
related proceedings completed by the SBMWD.
13,32,735 Payment of Charges and Fees.
A. The charges for any user shall be collected with the charges and rates for
water service furnished to the user by the City or other public water
purveying agency. The charges shall be included on the same bill prepared
for charges for water service and shall be due and payable monthly at the
same time that such charges for services are due and payable. The total
amount due for the charges shall be paid as a unit.
B.
In the event any user fails to pay any charge when the charge becomes due,
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the City may, in addition to any other remedies it may have, shut off water
service or any of the services and facilities referred to in this Chapter after
giving the user a five-day notice thereof. Service shall not resume until all
delinquent charges, together with any charges necessitated by resumption
of such services have been paid in full.
C
In the event the City or any other public water purveying agency does not
furnish water service to the user, then the charges for such user shall be due
and payable monthly on the first day of each and every month or bimonthly
as necessitated by other billing periods, and shall be paid by the occupant,
owner or Person in charge of such user. It shall be the duty of the SBMWD
to prepare and send (or have another billing agency prepare and/or send)
separate monthly bills for all charges for such user.
D.
It shall be the duty of the SBMWD to collect all charges provided herein.
E.
All funds and monies received from the collection of sewer service charges
as herein established shall be deposited with the City Treasurer for deposit
in the sewer fund.
F.
The charges established by and pursuant to this Chapter shall not be
imposed where a building, structure, trailer or park space or other occupancy
specified by Resolution of the Board is being newly constructed or placed on
vacant property and served by SBMWD water until such time as the building,
structure or park space is first occupied. Thereafter, charges shall be
imposed on a regular basis in accordance with the terms and conditions of
this Chapter and resolutions or ordinances, as appropriate, adopted or
enacted pursuant thereto and shall be placed on the billing for water
following the date of initial occupancy.
G. The owner of any rental property shall promptly advise the SBMWD of the
date of the first occupancy of the premises. .
13.32.740 Sewer Use Deposit Requirements.
A. COMPLIANCE DEPOSIT: The SBMWD may require a user that has been
subject to enforcement and/or collection proceedings to submit a compliance
deposit to the SBMWD in an amount determined necessary by the Director
to guarantee payment of all future charges, fees, penalties, costs and
expenses that may be incurred, before continued sewer service is provided
by the SBMWD.
B. DELINQUENT ACCOUNTS: The SBMWD may elect to amend the permit of
any user who fails to make payment in full of all charges and fees assessed
by the SBMWD or otherwise incurred by the user.
C.
BANKRUPTCY: Every user filing any legal action in any court of competent
jurisdiction, including the United States Bankruptcy Court, for purposes of
discharging its financial debts or obligations or seeking court ordered
protection from its creditors, shall, within ten days of filing such action, apply
for and obtain the issuance of an amendment to its permit.
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D
SECURITY DEPOSIT: The SBMWD may require a user who has been
suspended or revoked sewer service to submit a security deposit to the
SBMWD in an amount equal to the average total fees and charges for two
(2) calendar quarters during the preceding year. The deposit shall be used
to guarantee payment of all future fees and charges incurred for sewer
service provided by the SBMWD.
E. SECURITY DEPOSIT RETURN: The SBMWD will either return the security
deposit or credit the account of a user provided the user remits all required
payments in full over a continuous two year period.
VIII, ORDINANCE ADOPTION
13.32.800 Effective Date - Annexations.
Any discharges from Premises in areas not presently being served which are
annexed to the City subsequent to the enactment of this' Chapter shall be
considered new discharges. Wherever in this Ordinance time limits are established
or periods of compliance or ex1ensions thereof are specified, the commencement
date for computing such periods of time limits for areas annexed to the City of San
Bernardino subsequent to December 15, 1977 shall be the official annexation date.
This Section shall have no application to firms or industries established in annexed
areas subsequent to the annexation date.
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13.32.805 Effective Date of Ordinance.
This Ordinance shall become effective in the City of San Bernardino and
portions of San Bernardino County served by the POTW thirty days after adoption.
13,32.810 Ordinance Conflicts.
All ordinances or portions of ordinances in conflict herewith are hereby
repealed. .
(Ord. MC-1216, 2-21-06; Ord. MC-l012, 1-12-98; Ord. MC-l010, 11-17-97; Ord. MC-653,
11-2-92; Ord. MC-635, 6-1-92; Ord. MC-571, 12-22-86; Ord. MC-460, 5-13-85; Ord. MC-
273, 5-23-63) .
Chapter 13.36
UNDERGROUND UTILlTIES2
Sections:
13.36.010
13.36.020
13.36.030
13,36.040
Definitions.
Public Hearing by Council.
Council may designate underground utility districts
by resolution.
Unlawful acts.
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'For statutory provisions on conversion of utilities' facilities to underground locations,
see Str. and Hwys. Code ~5896,1 et seq. and Gov. Code ~38793; for provisions on telegraph and
telephone poles, see Ch. 12.12 of this Code.
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Attachment "4"
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Sections:
13.08.010
13.08.020
13.08.030
13.08.040
13.08.050
13,08.055
13.08.060
13.08.070
13.08.080
13,08.090
13,08.100
13.08.105
13.08.110
13.08.010 Definitions.
ATTACHMENT "4"
Chapter 13.08
CONNECTION WITH PUBLIC SEWER'
Definitions,
Permit-Required.
Written application required.
Inspection fee.
Fees accompanying application.
Exemption of fees.
Connection fees to apply pro rata when,
Fees deemed debt to City.
Reimbursement to owner for expenses,
Compliance with City Engineer's SpeCifications.
Inspections.
Capping Sewer Laterals.
Violation - Penalty.
For the purpose of this Chapter, the following terms sh'all be deemed and
construed to have the meanings respectively ascribed to them in this section unless
from the particular contex1 it clearly appears that some other meaning is intended:
A. "House sewer" means that portion of the plumbing system used to collect
sewage waste from any plumbing fix1ure or drain for the proper discharging
of such sewage into the sewer lateral.
B. "Person" means and includes persons, publiC entities or public agencies,
firms. corporations, associations, syndicates, joint ventures, joint stock
companies, partnerships, and any other form of business organization.
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'For statutory provisions on sewers, see Health and Saf. Code ~5400 et seq.; for
provisions authorizing cities to construct sewers, see Gov. Code ~38900.
[Rev. August 17,2006]
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"Sewer lateral" means the piping or conduit connecting the sewer main and
the house sewer.
D. "Sewer main" means the system of piping or conduit installed in or under
any public street, alley, place or easement for the purpose of collecting
sewage.
(Ord. 3407 (part), 1974: Ord. 2158 ~1. 1957.)
13,08.020 Permit - ReqUired.
It is unlawful for any person to connect any property with any public sewer
without filing an application for and obtaining a connection permit from the Street
Superintendent, and, concurrently with the application for the permit, pay to the
Street Superintendent the required inspection and connection fees. (Ord. 3835 ~2,
1979, Ord. 2158 ~2, 1957.)
13,08.030 Written application required.
Any person desiring a permit under this Chapter shall present a written
application to the Street Superintendent setting forth the following:
A. The name and address of the applicant;
B.
The tract number if the permit is for a subdivision approved pursuant to the
Subdivision Map Act;
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c.
A drawing showing the location where the connection is to be made;
D. The number of the street cutting permit obtained in accordance with
Ordinance 1879 (Chapter 12.04).
(Ord. 3835 ~3, 1979; Ord. 2158 ~3, 1957.)
13.08,040 Inspection fee.
Each application for a permit shall be accompanied by an inspection fee
which shall be established by resolution of the City. (Ord 3835 94 (part), 1979; Ord.
3744 ~1, 1978; Ord. 2158 94(a), 1957.)
13.08.050 Fees accompanying application.
Each application for a permit to connect any property with a public sewer, in
add~ion to all other fees, shall be accompanied by all of the following fees which
apply:
A. Connection fee designated for off-site trunk lines and collection facilities
required for the disposal of san~ary sewage, which fee shall be deposited
in the sewer line construction fund of the City, in an amount established by
resolution of the City.
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13-3
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B
Connection fee designated for construction and improvement of wastewater
treatment plant, to provide additional capacity to meet increased demand,
which fee shall be transmitted to the Water Department, in an amount
established by resolution of the City.
C. Connection fee designated to recover extra administrative costs relating to
processing an application for property located outside the incorporated limits
of the City and served by the City sewer system which fee shall be deposited
in the general fund of the City, in an amount established by resolution of the
City.
D. Connection fee designated for reimbursement of funds advanced by the
sewer line construction fund or by owners for sewer line ex1ension pursuant
to Section 13.08.080. All properties subject to this fee shall pay a pro rata
share of the costs of the sewer ex1ension line plus seven percent (7%)
interest on such pro rata share compounded annually from date of
advancement of any funds by the City. The costs shall be as set forth in the
audited reports filed by the owner under San Bernardino Municipal Code
Section 13.08.080. The City Engineer is hereby authorized to collect an
administrative charge for costs of administering any agreement entered into
purSuant to Section 13.08.080. Such charge shall be in an amount equal to
seven percent (7%) of the costs to be reimbursed. Such charge may be
amended by resolution of the Mayor and Common Council.
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The pro rata share shall be based on the frontage of the lot, parcel or tract
for which this connection fee is collected. The City Engineer shall make the
determination as to the frontage of property benefited by connection to the
sewer line extension. In no case shall the charge be less than that for six1y
feet of frontage.
(Ord MC-614, 12-7-87; Ord. MC-406. 9-10-84; Ord. MC-4, 1980; Ord. 3835 ~ (part), 1979;
Ord. 3744 92,1978; Ord. 3208, 1971: Ord. 2158 ~(b), 1957.)
13.08.055 Exemption offees.
A. The fees prescribed in Section 13.08.050 sha.ll not be charged for any
dwelling being relocated from one existing sewer line to another existing
sewer line within the City as a result of moving any such dwelling from an
area designated as a disaster area by resolution of the Mayor and Common
Council.
B. The fees prescribed in Section 13.08.050 shall' not be charged for the
reconstruction of any dwelling demolished at the election of the owner or as
a public nuisance or destroyed by flood, fire, other than fire intentionally set
by the applicant: or other disaster. This exemption shall apply only if the
applicant provides proof satisfactory to the Superintendent of Building and
Safety that such connection fees were collected by the City at the time of
construction of the dwelling to be replaced. If the reconstructed dwelling
includes a greater number of bedrooms than the destroyed dwelling, the
fees imposed in Section 13.08.050 shall be charged only as to the number
of additional bedrooms in the reconstructed dwelling as set forth by
resolution.
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C.
The fees prescribed in Section 13.08.050 Subsection A shall not be charged
for dwellings in areas designated by resolution of the Mayor and Common
Council as blighted areas in which federal community development funds
are used for installation of any portion of the municipal sewer system.
D. For the construction of new single-family homes, the fees imposed by
Section 13.08.050 may be deferred at the request of the owner of the
property until the release of utilities is issued or eighteen (18) months from
the issuance of the Building Permit, whichever is less. The owner of the
property must personally guarantee payment of the fees, sign documents
authorizing the City to place a lien on the property in the amount of the fees,
agree to place the payment of the fees in any escrow for the sale of the
property, authorize the City to demand payment in any such escrow, and
pay an administrative fee set by resolution of the Mayor and Common
Council. The amount of the fees due shall be the amount in effect at the
time of collection of the fees. In no event shall utilities be released until the
fees are paid, except that electrical service may be released at the discretion
of the building official where necessary for security or maintenance
purposes.
(Ord. MC-l045, 4-19-99; Ord. MC-l044, 4-5-99; Ord. MC-l011. 12-15-97; Ord. MC-961, 3-
18-96; Ord. MC-332, 1-9-84; Ord. MC-291, 7-18-83; Ord. MC-173, 6-21-82; Ord. MC-156,
4-19-82.)
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13.08,060 Connection fees to apply pro rata when.
The connection fees imposed in Sections 13.08.040 and 13.08.050 shall also
apply pro rata to any alteration or addition resulting in an additional dwelling unit in
a hotel or motel, but shall not apply to alterations or additions to single-family
residences. The connection fees imposed by Sections 13.08.040 and 13.08.050
shall also apply pro rata to any alteration or addition to any commercial, institutional
or industrial development requiring a new building permit for additional area,
whether or not there are sewer facilities in the addition or enlarg'ement. (Ord. 3835
94 (part), 1979; Ord. 2476,1963; Ord. 2158 94(c), 1957.)
13.08.070 Fees deemed debt to City.
The amount of any sewer connection fee shall be deemed a debt owing to
the City, and any person who connects to a street sewer without having paid the
connection fee in full as provided in Sections 13.08.040 through 13.08.080, or any
portion thereof, shall be liable in an action brought in the name of the City in any
court of competent jurisdiction for the amount of such fee, attorney fees and court
costs. The conviction and punishment of any person for connecting to a street
sewer without obtaining a permit to do so shall not relieve such person from paying
the connection fee due and unpaid at the time of such conviction, nor shall the
payment of any connection fee prevent a criminal prosecution for the violation of any
of the provisions of this Chapter. All remedies prescribed under this Chapter shall
be cumulative, and the use of anyone or more remedies shall not bar the use of any
other remedy for the purpose of enforcing the provisions of this Chapter. (Ord. 3835
94 (part), 1979; Ord. 3407 (part), 1974; Ord. 2158 94(d), 1957.)
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13.08.080 Reimbursement to owner for expenses.
A. The owner of property serviced by a sewer main ex1ended by such owner
three hundred feet or more beyond the existing sewer facilities as measured
from the point of connection with such existing facilities to the point where
the extension enters the lot, parcel or tract to be served by such line, may
file with the City Engineer, two copies of an audited report of his costs
incurred for the sewer line extension and manhole construction (except
laterals) as an application for the reimbursement of such costs. Said reports
shall be filed within ninety days after written acceptance of such ex1ension
by the City of San Bernardino. The City Engineer shall review such
documentation and shall within forty-five days after acceptance of same,
make a recommendation to the City Administrator that:
1. All or a portion of such costs be accepted or denied;
2. That City enter into a payback agreement with the owner or
developer. Said agreement shall provide that persons making
connection to the line be assessed a fee on a pro rata basis as
determined by the frontage of the lot, parcel or tract serviced by such
sewer line ex1ension and, that all fees so collected shall be paid over
to the original builder of the line. Any such agreement shall have a
maximum term of ten years and shall not pay interest; or
3.
Recommend that the owner receive immediate payment from the
sewer construction fund of the allowed costs of such construction.
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B. In making his recommendation the City Engineer shall consider the following
criteria:
1 . That the extension represents a logical and reasonable ex1ension of
sewer line;
2. Properties along the ex1ension' have a reasonable probability of
development within the. ensuing ten years;
3. There are sufficient unencumbered monies in the sewer line
construction fund to finance the line;
4. The extension does not conflict with or delay the five-year sewer line
construction plan;
5. The ex1ension is in compliance with the General Plan; and
6. Applicant is not receiving any other form of government financing
including but not limited to inducement, reimbursement, or fee waiver
for such development. Based on the above, the City Administrator
shall thereafter make his or her recommendation to the Mayor and
Common Council.
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13-6
o
C. No reimbursement shall be made hereunder unless and until the City
Administrator determines that the audited report and verified claim have
been filed within the allotted time periods and are otherwise acceptable to
the City.
(Ord. MC-614, 12-7-87: Ord. 3835 ~ (part), 1979; Ord. 2158 ~(e), 1957.)
13.08.090 Compliance with City Engineer's specifications.
All installations of sewer laterals shall comply with the provisions and
requirements of the current standard specifications of the City on file in the office of
the City Engineer, as related to the construction of sanitary sewers. (Ord. 2158 !i5,
1957)
13.08.100 Inspections,
Every person doing work under this Chapter shall cause all work to be
inspected by the Street Superintendent's office before pipe is covered by backfill.
The Street Superintendent's office shall be notified twenty-four hours in advance of
the time the inspection is required. Any work completed without such inspection
shall not be accepted. (Ord. 2158 !i6, 1957.)
13.08.105 Capping sewer laterals.
A.
The Director of Public Services is hereby authorized to issue sewer capping
permits upon the payment of a' fee set by resolution of the Mayor and
Council. When a sewer capping permit has been issued, the Department of
Public Services will schedule for capping and will cap the sewer lateral The
issuance of the permit gives the Department of Public Services the authority
to enter onto the private property of the requesting party to perform the
required work.
o
B. Prior to issuing a demolition permit or a house or building moving permit, the
Development Services Department must be provided a sewer capping
receipt number.
(Ord. MC-l027, 9-8-98; Ord. MC-729, 5-21-90.)
13.08.110 Violation - Penalty.
Any person, firm or corporation violating any provision of this Chapter is
guilty of a misdemeanor, which upon conviction thereof is punishable in accordance
with the provisions of Section 1.12.010 ofthis Code. (Ord. MC-460, 5-13-85; Ord. 2158
!j7,1957.
o
[Rev. August 17,2006]
13.7
o
Attachment "5"
o
o
88
CITY OF SAN BERNARD/NOS
SEWER SYSTEM
03/08
"
II
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Sewer Pipe Length/Grid
212SI200111:IS:4S AM
Grid No: J J
'~-:;-.1'. ~.;~., - -
'. ".'
Shape_Length Sum
679.0858J5
Shape_Length Sum
9/86.JJJ689
Shape_Length Sum
JJ/9.249J84
Shape j.ength Sum
292.000/7/
Shape_Length Sum
8656.06554
Shape_Length Sum
20JJ2.7J46/8
Grid So: I:!
. ;:~ ':~; _\C~, ~.',:,;, - .r",::'~- ~.\(..; ')~~'::'~;::;!~';'..,;--:'_ 'i;;",l
Shapej.ength Sum
" ',' ,,':'~~-~",.,"':,~";-
/487.405/8
_',.r;"6~.:::.,,,j::~..:3 .
.:;$ :::.,~...:{f;;,,;:~~..,:::
Shape_LmgtJr Sum
60J62.580/
-:--";'
Shape_Length Sum
460. /88542
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2/25/200811:15:45 AM
Shape_Length Sum
2622. /49729
Shape_Length Sum
243/.3/472
Shape_Length Sum
7/275.811602
('-rid \'0: 13
Shape_Length Sum
/6827.484996
Shape_Length Sum
392.462837
...0.....",
Shape3ength Sum
:;..
/4/5.350028
Shape_Length Sum
/8635.29786/
(,rid \0:1
'~"'>~'; ~;":.'-"
"">:>L";"Y_'~,;'-.
","
...T......"';. "..;'
':3:."..:';..,_..,,.... _
Shape_Length Sum
/46/.767078
Shape_Length Sum
/46/.767078
~~~.t~:r~lS:i:~l-:>~';:~J'r~;t.-.. - - -. -
Shape_Length Sum
6/8. /2992
J,:.''; ",',...,-""
,-'-' ;.<-(,;~., .~:-,<{
Shape_Length Sum
.-&.,:,
995.698356
2
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21251200811:15:45 AM
Shape_Length Sum
1552.073238
Shape_Length Sum
3165,9015}4
Grid "'0:22
2707.786918
'lC,.,. 1", .. -."
...d.':....,!:.
_.-'.':,,:----~..;.,
""IT"
Shape_Length Sum
9124.86/925
.. .;:li~~~:~-i~:,~,~~.:._;iji:~l';:i~;<;
Shape_Length Sum
723.501871
Shape_Length Sum
33534.826199
Grid ,\0:23
'i,_.."':'
:L._.<.~-,-,:,-:;.,'
7:.:TI~~;~-,1:-~G:Z:;;~t::lf:L':;:':.:'.~;
i:.::;::
..,;
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3
0
Shape_Length Sum
208.605675
Shape_Length Sum
1190.46/328
--
Shape_Length Sum
/794.8765/9
Shape_Length Sum
38266./957/6
Shape_Length Sum
3856.222843
"",-,":,,,,,,.: -' ~._._.,
0 Shape_Length Sum
140/.565083
Shape_Length Sum
1406.611035
Shape_Length Sum
48/24.538/99
212'1200811:1':4' AM
"';. :i.':;',~{'-',~'~,~.~:'/'~i:~~;+ :.:~;,
.... ,','. ...
(;rid \o::!.J
Shape_Length Sum
27/2.259502
Shape_Length Sum
23549.16517
;:"'---{:,.,,;,~'::'_'~- ,
'., -....~.
".;~.iL..'::.<::::.__ _';~--' '.
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,\;.. 1 ",'0:~_~-~~:<.:'''.,''''';;;;-;: ',: ?,t,'-"
,-',
4
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212Sl2OO8 1I:IS:4S AM
Shape_Length Sum
3039.92/708
.'"",
Shape_Length Sum
2497.35/27/
Shape_Length Sum
/5/2.387954
Shape3ength Sum
333/ /.085606
(,rid /1/0:25
Shape_Length Sum
696.944402
Shape_Length Sum
o
833.937//9
Shape_Length Sum
34340.230963
'-"'
Shape_Length Sum
1342.305409
: '. '.:../'~.:;,;- ";'j "0 '~<T~
"
Shape_Length Sum
2306.3802/6
>' ~<";"i'::/;'>F~.~-:;.,,._~:.,:;, :~,;,"::>"t'-:
Shapejeirgo, Su';'':'''. '~.'
/386.599/76
Shape_Length Sum
40906.397286
Grid ,\"0:26
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j
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o
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21251200811:15:45 AM
Shape_Length Sum
2054.978827
Shape_Length Sum
392
Shape_Length Sum
264.0/584
Shape_Length Sum
5856/.440395
S/rape_LelJgth Sum
6/272.435063
Grid \'o:r'
S/rape3e1Jgth Sum
"~-~'-
14024.60/927
S/rape_LelJgth Sum
/4024.60/927
Grid \o::!S
"1",{;';...>\1:,."",,,
. ',-.'V
.~. j!
...;{-
c ~'.:.-,",.o...".r_'c;..,-.",,-
S/rape_LeIIgt/r Sum
",-';L>>:1:,i"."1" ,~'<_-
~'~...."
i::.
2454.836849
Shape_LelJgth Sum
2454.836849
Grid .\'0:32
. :._;".'..:._~-.:7 "_; ""_'''_~:~~!~(,''~~:C'i'_'..
" ,-, -"":"""'/":7C'L$:~;;">_~..;.-,,,.,;.::.o; -~.
S/rape_LelJgt/r Sum
~ '~-"~
....:.'"., , .....
,.'.'--"....,.,....::",..'.. -- --.
.;- ;:;., ..~:;.;_...,.:::.:f,;;.,. .:ro. ",,:',';;.<...:
. 570.723/44
;~",..,~;,';"" >:'_.",.._-~.:.:;.. :.\.;.:::"-,~;;:."';.
.." .. :," '!"J-,~<;:, .
:.r:, ,- _~ _: ,_<'..~'" __,,;j.~_ ';;';'_';".;;,~:, _'..~:,...
S/rape_LelJgth Sum
."
/569/.783762
6
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212512008 11:15:45 AM
Shape_L.ngth Sum
1194.82628
Shape_L.ngth Sum
33JJ.648517
Shap._L.ngth Sum
20768.981703
(,rid So:33
Shape_L"'gth Sum
617.661243
Shape _ L.ngth Sum
16518.864841
..","..;;'_.~~ ;
0 Shape_L"'gth Sum
6926.986471
Shape_L.ngth Sum
526/.402977
-,
Shape_L"'gth Sum
669.266016
Shape _ L"'gth Sum
595.047963
Shape_L",gth Sum
335.811044
Shllp'_L",gth Sum
30925.040555
0 7
o
21251200811:15:45 AM
Grid /1'0:34
ShGpe_Lt!JIgt/t Sum
68.9]/74
---
Shape_Length SlIm
1832 1.791094
..- "..
ShGpe_Length SlIm
18/3.089139
Shape_Lt!JIglh SlIm
3000.685874
Shape_Lt!JIgth Sum
0 2 I 53.59361
ShGpe_Lt!JIgth Sum
25358.08/457
(,',-jd Yo:.!)
;,~,<'C '" >""
" ,;'~";.- .~., ~,'":;,,,;,
ShGpe_Lengt/t SlIm
,
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'}:.-'.
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"-"'~<',~',-
579.16267
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'";_,~.'.,c:.:.~,:.,:,'.."",~'_,.:..;;w:.;._:,.,:-.....,,:,,,~'<,-~......,__ :
ShGpe_Lt!JIgt/t SlIm
108.441964
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.--.. , '.'.~.1""< ?:;::'.;,"
ShGpe_Lt!JIgt/t SlIm
25623.902701
':";" ,-
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ShGpej,engt/t Sum
2671.259585
,.
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21251200811:15:45 AM
Shape_Length Sum
20/9.0/0892
Shap,,_ Length Sum
/33/.290352
Shape_Length Sum
2926.34406/
Shape_Length Sum
/253.5/5802
Shape_Ltrngth Sum
/070.287/52
Shape_Length Sum
37583.2/5/79
(;rid ,\{I: \fJ
~:~.Jj"';H
Shape_Length Sum
4/3.948299
Shape_Length Sum
2566.69/292
. -.<, .;>~ :~.' . .;~"iit,';.<
.
,,<"
,- .,~..,;,., <>,.
Shape_Ltrngth Sum
42803.639/9
Shape_Length Sum
2365./52497
,';;
..,,",.._.~.:.,,'
9
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Shape_Length Sum
3// 8.4450 /2
Shape_Length Sum
4429.89/973
Shape_Length Sum
2//8.55440/
Shape_Length Sum
/408.480525
Shape_Length SlIm
59224.803/89
2/251200811:15:45 AM
Grid \'0:37
Shape_Length SlIm
285.2/4975
Shape_Length SlIm
563/4.13504
_ <..".,-:.,'~-~:.;;.:},f-,,":,:
Shape_Length Sum
2559.95997
Shape_Length SlIm
59/59.309986
:.', :~''''"",;..~''';'::!~ . -'-F.;vt!<;~~:.::"~::;}~,~,;,,~~;;, ,,-
~;:::~L~:>-,.& ',' '.- ZC~.:;~t.- \,,,~,__.~:,.. '
Shape_Length SlIm
Grid J\'o:38
/",.
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1729.57/785
/:>.~
Shape3ength SlIm
38334.036838
......,.."....,.
10
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212Sl2oo811:IS:4S AM
Grid :Yo:3Y
Shape_Length Sum
40063.608622
Shape_Length Sum
36492532
Shape_Length Sum
/9300.659/88
Shape_Length Sum
/9337./5/72
Grid .\0:43
Shape_Length Sum
7211.08626/
Shape_Length Sum
o
3573.80/426
Shape_Length Sum
7962.698404
Shape_Length Sum
2625.463367
Shape_Length Sum
2JJ73.049457
Grid .\'/J:44
~ ,:,2:!Jrt!l~r!::~:]i~: . .~.:~:l:~2:~~,/;.:;.;..,
Shape_Length Sum
392.257047
Shape_Length Sum
/86.469083
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II
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ShtlM_Length Sum
872.4357/8
Shape_Length Sum
4/247.750722
Shape_Length Sum
6524.828/16
Shape_Length Sum
49223.740686
21251200811:15:45 AM
Grid \'0;45
Shape_Length Sum
/270.368/52
Shape_Length Sum
348.722899
Shllpe_Length Sum
78343.976403.
~.~",..:
ShtlM_Length Sum
2041.124392
~~:~~;7t;-~:z;;: ,,~<_..
ShtlM_Length Sum
3729.9/6355
,_..,.,;""".,.",.."...t:...';
"-.. ,'-'" ~
Shllpe_Length Sum
2056.681252
.v
12
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2125120081 l:t5:45 AM
ShQpe_Lenglh Sum
6jJ.22446j
Shtlpe_Length Sum
884440/J9/9
Grid No:46
ShQpe_Length Sum
2026.60694/
ShQpe _Length Sum
242.9JOj87
ShQpe_Length Sum
87/J2./82/22
Shtlpe_Length Sum
0 j08/.74oo8/
-,--..~..,.,'...,....,
Shllpe_Length Sum
644.2J9Jj6
ShQpe_Length Sum
270.J26/86
Shtlpe_Length Sum
264J.276692
,
:~.'
Shtlpe_Length Sum
4678.j6J8
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13
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21251200811:15:45 AM
Shape_Length Sum
6/52.787887
Shape_Length Sum
/08872.65)652
Grid .'\'0:47
Shape_Length Sum
477A29)6/
Shape_Length Sum
58959. /96)49
Shape3ength Sum
6)85.05)226
.~.
Shape_Length Sum
)857.04648
Shape_Length Sum
69678.7254/6
(,rid \0:48
,",-">'
, ~L
:.:' .,~;,;.,.., A'__'
~,,,:"I'; :._~
.;,.:....:~.;..'" ,< {,
Shape_Length Sum
. )96. )47887 "' ..
;(rij'i~ ;"':,('?::,.;t:~-S:"-;]~~::J,~~_._;~~'"
Shape_Length Sum
22.5000/6
.
';:_, '''''''''',_,.\k> -.",,;, ',. ;;':';'" -ii:-'.~:!l:'~,,<. .. '_.'.N~':'. <;'-
Shape_Length Sum
.'.",
4/290.)76575
-- ~.< ;~: ..
Shape_Length Sum
/965.057999
14
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212512008 t 1:15:45 AM
Shape_Length Sum
303/.26894/
Shape_Length Sum
366.6/8578
Shape_Length Sum
47072. /69996
Grid ,\'0:41)
Shape_Length Sum
393./372/3
Shape_Length Sum
2971.69877/
,~,
0 Shape_Length Sum
300
,,~...,
Shape3ength Sum
504.007358
~ --
Shape_Length Sum
4/08.731712
Shape_Length Sum
8177.575054 .
Grid '\'0:53
';,"<it.~.
;71!~,~:",-'t"r+~~ ~~\,.::~~::~t?r>,;
;i.~".:~;''''';' ;;., ,('". ~'''::;'..'':'- ','.
""',:~7': .
Shapej_gth Sum
_...~,
128.715803
o
IS
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2125/2008 11:15:45 AM
Shape_Length Sum
27543.358058
A
Shape_Length Sum
3236.779929
Sht1pe_Length Sum
30908 85379
Grid l"';O: 54
Shape_Length Sum
/69/.065/66
Sht1pe_Length Sum . -.
75798.92/656
Sht1pe_Length Sum
0 2054.709506
Sht1pe_Length Sum
3266./82014
Shape_Length Sum
/976.060278
Sht1pej.ength Sum
84786.93862
(,rid .'\0:55
~~,:::~r:~:~". .:~7:::1:~:?~~~~~:~~~~:'~<; ~:,~,'~:':~~:.~::~::
Sht1pe~iength S~ ..... . . .
",_H.-,_'_,__
. ,';, .'~:'."~. . ,"".'-.' '"" "..~<
'.;;J;'}~:;",-~t;.:-,,:~~:..
2083.235693
Sht1pe_Length Sum
71J3/.609927
16
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Shape_Length Sum
4977.2/8384
Shape_Length Sum
7850.064529
Shape_Length Sum
JJJl.636752
Shape_Length Sum
2393.405424
Shape_Length Sum
89967.170709
212512008 11:15:45 AM
(,rid ,\o:5fJ
Shape_Length Sum
2359.68/589
Shape_Length Sum
3670.928032
". l'" ;."_"" .;.... .:...... .~-
Shape_Length Sum
89374.JJ83OB
,
i";:"-~/;
.~_~"._.,.~_ ; .__-"e;;,";.r'c
Shape_Length Sum
/205.279985
Shape_Length Sum
66/.8/6354
-_.....,:-."''''.<. .,.;.:'
.l'~, ".
17
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21251200811:15:45 AM
Shape_Length Sum
728.671991
Shape_Length Sum
2845.822725
Shape_Length Sum
2160.87J9J2
Shape_Length Sum
756.226007
Shape_Length Sum
9528.00510J
Shape_Lengt/l Sum
II J291.444026
. (,rid \'0:5-
Shape_Lengt/l Sum
76J.225965
Shape_Lengt/l Sum
6J5J2.427698
"-,'';J':;
;.....;.,_.
Shape_Lengt/l Sum
JJ99.484516
Shape_Length Sum
6J6J.J4JJ7
..
'''~'''C
18
o
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o
21251200811:15:45 AM
Shape_Length Sum
5795.45-1788
Shape_Length Sum
832.68273-1
Shape_Length Sum
80686.6/887/
Grid l....o: 58
Shape_Length Sum
/2.585275
Shape_Length Sum
/4564.697/97
Shape_Length Sum
4443.382806
Shape_Length Sum
35/0.638/26
Shape3ength Sum
/890.027097
" ',P..k., '.', ..-,-'
-," .
J:,r/-::,,:./.";:
Shape_Length Sum
//49.9/5004
. c' : b .
Shape_Length Sum
,"_..-..
3336.277737
." ,.,-~o;.:,;;."
19
o
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212512008 11:15:45 AM
Shape_Length Sum
872.;3;30/
Shape3engt/l Sum
29780.058542
Grid .Vo:5Y
Shape_Length Sum
279.846408
Shape_Length Sum
2792.2282/8
Shape_Lengt/l Sum
662.842/59
Shape_Lengt/l Sum
3734.9/6785
(,rid Vo:o:!
Shape_Length Sum
232.460/09
....,:,'-
Shape_Length Sum
29903.6/924/
.... ';;2-'
~'':'_..._6.::","",_:~_-:''.'-, .
Shape_Length Sum
662./9456/
Shape_Length Sum
30798.2739/1
Grid t....u:63
Shape _ Lengt/l Sum
. p624.652269
~_._"':f'.,.
20
o
212512008 11:15:45 AM
Shape_Length Sum
6528.33/673
Shape_Length Sum
946.70976/
Shape_Length Sum
40099.693703
(,rid ,\0;(,4
Shape_Length Sum
874./94793
Shape_Length Sum
409.858223
Shape_Length Sum
0 53854.753575
Shape_Length Sum
/700.067578
..
Shape_Length Sum
3286.033696
..'
Shape_Length Sum
JJ 38.506846
Shape_Lengt/I Sum
6/263.4147/
Grid No;65
""'~-._' . -~ , _.,c~?S' ~.~~I~:1;1ll't;j~~~fl~Jr{ '~::/~
Shape_Length Sum
1467.426578
o
21
o
Shape_Length Sum
384.999936
Shape_Length Sum
58857.5/6073
Shape_Length Sum
3689.095005
Shape_Length Sum
7537.722289
Shape_Length Sum
/75/.567556
o
Shape_Length Sum
/695.395/87
Shape_Length Sum
1530.809367
..
Shape_Length Sum
2065./13298
212512008 11:15:45 AM
Shape_Length Sum
74/6.01724
Shape_Length Sum
86395.66253
;",,~ .
Grid .,\'o:fJ6
C'_
o
. :7tli
22
0
Shape_Length Sum
7328.742247
Shape_Length Sum
669.3 / 7934
Shape_Length Sum
80655.6/6583
Shape_Length Sum
2574.727284
Shape_Length Sum
5/25.037789
.. '-".....-'-
0 Shape_Length Sum
682.24/79/
Shape_Length Sum
350.40/838
...~
Shape_Length Sum
//99.52/56
Shape_Length Sum
2/00.592676
,....'~...,_...
Shape_Lmgth Sum
2274.690643
.:...
0 23.
21251200811:15:45 AM
o
o
o
Shape_Length Sum
2672.724116
Shape_Length Sum
6299.139315
Shape_Length Sum
810.784293
Shape_Length Sum
347.948759
Shape_Length Sum
/1309/.486829
212SI2008 11:IS:4S AM
'-", ...-
(,rid \0:(,;-
Shape_Length Sum
1484.8/1455
Shape_Length Sum
1346.57989
_.-" .
Shape_Length Sum
18400.630752
Shape_Length Sum
75/2.038695
".. ,..~'" ;c';,
.'f'
....."..,.,
Shape_Length Sum
5720.754/53
"C--,"';':.
'",,', -
7~J:;.;.:;;;..:.:- ..
,......;.:.......~ ,';., _.,..'_.:~ -.;~-..~<!:~':.;'- '.,....,.,"~;;....'
,,?'
"'''.-,
24
0 2/251200811:15:45 AM
Shape_Length Sum
779.907075
Shape_Length Sum
/397.35//2/
Shape_Length Sum
400. H033-1
Shape_Length Sum
2355.95/888
Shape_Length Sum
/50/.066559
0 Shape_Length Sum
/998.525945
Shape_Length Sum
/278.429658
Shape_Length Sum
44/76.1575]4
(;rid \'tI:68
~
~.~~:I~~l~~~'~~,~t;~t~?:;~~.'_
'I
:1
Shape_Length Sum
755.933933
,"'-
Shape_Length Sum
,.
;~
408/.339676
o
25
o
o
o
212512008 11:15:45 AM
Shape_Length Sum
275,014558
Shape_Length Sum
/758.992132
Shape_Length Sum
3203.296978
Shape_Length Sum
1497./92755
Shape_Length Sum
J/57/.770032
Grid .\0:71
""":."
Shape_Length Sum
4/6.320379
Shape_Length Sum
50030.9629/2
-,:I' "'":'
::.;;">i..l1L::;:t:; -'_'~-'.'~~;/_~
Shape_Length Sum
2648.865896
~;'"'!'JPJ~?:Fe!'::;-:'-
,
- '-- -.... - ~
,. ,_ "", '~"__~'_' "n' ,
.~'_,.__ '-'-' 'r,..~,,^_" ,'_",'''''' ".~
Shape_Length Sum
-'-'-,-.
.
607.777232
Shape_Length Sum
SJ703.926419
Grid ,'VII: 73
:~*~L:-;;~~~-.;:_'::'-.;O",
" Ji:','::,,-,'
_.''.4~_' '''~ -. :", ....1.,"
Shape_Lmgth Sum
]45. /52952
26
o
21251200811:15:45 AM
Shape_Length Sum
3/39.74/288
Shape_Length Sum
33470.737907
Shape_Length Sum
6497.781707
Shape_Length Sum
4755.539363
Shape_Length Sum
o
3/J.4/9067
Shape_Length Sum
48422.372284
Grid \'0:-4
....'...7><.
....:\'.,,
Shape_Length Sum
2054.482/08
Shape_Length Sum
54~4./835/6
Shape_Length Sum
722.586/2/
."'...... .
Shape_Length Sum
2/59.014005
o
27
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21251200811:15:45 AM
Shape_Length Sum
4260.082208
Shape_Length Sum
//80.245099
Shape_Length Sum
59.340544
Shape_Length Sum
670.64/995
Shape_Length Sum
/6560.575596
('-rid /\0: 75
Shape_Length Sum
0 /329.5/5827
Shape_Length Sum
714.062883
, ~>,...'
Shape_Length Sum
65896.26/99/
.."
Shape_Length Sum
288.54522
Shape_Length Sum
9914.886269
o
28
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21251200811:15:45 AM
Shape_Length Sum
199.1861/5
Shape_Length Sum
4102.583108
Shape_Length Sum
1602. 1/5608
Shape_Length Sum
2067.560729
Shape_Length Sum
861/4.717751
Grid YO:-;'(,
Shape_Length Sum
3722.21748
Shape_Length Sum
179.066353
.- -'-. -,-.
". .-.. ~-".. ,",-'"
Shape_Length. Sum
35499.756683
Shape_Length Sum
2701. 797877
Shape_Length Sum
87 JJ. 986359
29.
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2/231200811:15:45 AM
Shape_Length Sum
3476.748755
Shape_Length Sum
/350.725/97
Shape_Length Sum
2526.6287/3
Shape_Length Sum
2274.630359
Shape_Length Sum
2792.2/9879
o
Shape_Length Sum
30/9.232764
Shape_Length Sum
766.47404/
Shape_Length Sum
606.434915
.....-..-,- ""
Shape_Length Sum
1454.87085
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4347.171905
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30
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21251200811:15:45 AM
Shape_Length Sum
2019.79941
Shape_Length Sum
466.186672
Shape_Length Sum
205). 045087
Shape_Length Sum
2292.56-/385
Shape_Length Sum
80263.557685
Grid ,\II:~-
Shape_Length Sum
2577.517288
Shape_Length Sum
245.262633
Shape_Length Sum
24385.239453
Shape_Length Sum
3365.444822
. ." .' '~, -""'. , .,
.
Shape_Length Sum
2841.778831
31
0 21251200811:15:45 AM
Shape_Length Sum
3202.189472
Shape_Length Sum
2849.360971
Shape_Length Sum
2/J8.4026J4
Shape_Length Sum
334.16087
Shape_Length Sum
971.721728
0 Shape_Length Sum
3436.053681
Shape_Length Sum
3374.192905
Shape_Length Sum
49701.325269
7.\' 1,2:;~;,:/"", ~"i' ~>:-<, _ un
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Shape_Length Sum
967.243276
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32
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21251200811:15:45 AM
Shape_Length Sum
4555.22299
Shape_Length Sum
5213.1284/3
Shape_Length Sum
742.227009
Shape_Length Sum
4426.365278
Shape_Length Sum
21076.661502
C;rid \1I:"l)
Shape_Length Sum
3355.534836
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Shape_Length Sum
11 10.011397
Shape_Length Sum
4465.546232
C;rid \11:115
Sh~).;ngth s,;,;,
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12461.610318
Shape_Length Sum
1977.444794
Shape_Length Sum
/4439.055113
Grid ,YII:8fJ
33
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212512008 11:15:45 AM
Grid No:X7
(,nd \o:XX
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35
0 21251200811:15:45 AM
Shape_Length Sum
675. /18469
Shape_Length Sum
1417.445791
Shape_Length Sum
/6500.51544
Shape_Length Sum
/858.6JS974
Shape_Length Sum
/938./66403
0 Shape_Length Sum
1599.917.675
Shape_Length Sum
/096.761113
"/.H:":~'~.<.,:; ".
'~.;;. '.~--.-
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4018. /43349
Shape_Length Sum
348.438513
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30463./41749
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36
0 212512008 1 t:15:45 AM
Shape_Length Sum
7/9.470/49
Shape_Length Sum
420.009/3
Shape_Length Sum
/99/3.578809
Shape_Length Sum
3/85.995/2/
Shape_Length Sum
2306.437407
0 Shape_Length Sum
426/.324597
Shape_Length Sum
30806.8/52/3
Grid \o:l}f,
." ".""". '- ';y" ~",1'~:;' \, "",'~""'-'
';-~,',"""'<T~''';;:;;'i; c.". _~' ,'- ; ;a,,:;;t.&>:A::.;'
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6095.246408
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5769.6820/2
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37
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0 2/251200811:15:45 AM
Shape_Length Sum
552.225506
Shape_Length Sum
6/22.20//95
Shape_Length Sum
/257. /53255
~
Shape_Length Sum
453.0000//
Shape_Length Sum
/42/.850402
"".'
0 Shape_Length Sum
339.72/877
Shape_Length Sum
/962.288057
Shape_Len;tJr Sum
25381.9// /44
Grid .\o:'r
; U'''"'~~" h~.. ,'it,';,,'
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960.568558
,~_)';',;"<,~f:,,:.,,,
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2797.083267
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212SI200811:IS:4SAM
Shape_Length Sum
38579.5086/
Shape_Length Sum
6/9.75726
Shape_Length Sum
573./6828/
Shape_Length Sum
4051.49287/
Shape_Length Sum
o
2397.58/402
Shape_Length Sum
49979.160248
(;rid ,'\/J:98
Shape_Length Sum
/037.079766
Shape_Length Sum
51/5.180399
,....,7'
;;..
Shape_Length Sum
337. 734JS9
Shape_Length Sum
6489.994325
Shape_Length Sum
2453563.344388
o
39
o
Attachment "6"
o
o
o
o
o
Attachment "6"
PREVENTIVE MAINTENANCE AND OPERATIONS
Public Services Department, Sewer Line Maintenance Section has developed several
maintenance approaches for the overall sewer collection system. The maintenance approaches
include, Citywide sewer mainline c1eanings, ongoing preventive maintenance of problem areas
and the use of closed circuit camera inspections (CCTV) of mainlines. Staff also works with the
Water Reclamation Sewer Plant section in order to minimize Fats, Oils and Grease (FOG) from
entering the collection system.
The Public Services Department, Sewer Line Maintenance Section, has established the
following collection system management goals:
1. Ensure proper maintenance, operations and management of all parts of the wastewater
collection system.
2. Provision of adequate capacity in the collection system to convey peak flows.
3. Minimize the number and impact of sanitary sewer overflows (SSOs) that occur.
4. Video camera 20% of the City's sewer system for inventory each year.
5, Prioritize and repair main lines identified through the video camera system.
Objectives of Sewer Maintenance Preventive Maintenance Program include:
1. Increase Preventive Maintenance on the collection system to decrease
SSOs.
a. Clean all sewer mainlines within the identified required maintenance period
all sewer mains cleaned once a year.
b. Continue with monthly, quarterly, bi-annual and annual preventive
maintenance hydro-cleaning and power-rod cleaning of identified sewer
mainline "Hot Spots. or problem areas.
c. Conduct a video condition assessment of each sewer mainline every five
. years and continuously identify areas requiring repair or root control.
d. Video & repair mainlines that are repeat non-scheduled maintenance.
e. Conduct appropriate analysis/evaluation of SSOs utilizing historical
maintenance and activity data and records and provide recommendations
to reduce future risk.
2. Identify collection system blockages due to Fats, Oil and Grease (FOG) and develop
strategies to decrease backUps.
3. Operate all 12 lift stations at peak efficiency and perfonn preventive maintenance on
equipment at all sanitary sewer lift stations,
4. Maintain records of the sanitary sewer system and respond to inquiries.
1
:0
o
o
Attachment "6"
5. Assist with the development of the Capital Improvement Program (CIP) which is directed
towards maintaining the current sewer assets. improving system reliability and providing
adequate future capacity.
6. Continue with manhole restoration program efforts which includes lid and ring replacement,
manhole lining and reconstruction.
a. Lid and Ring replacement - raising and replacing man hole lid & rings - 100 per year.
b. Reline and reconstruction man holes -10 per year.
2
Attachment "6"
o
PUMP STATION PREVENTATIVE MAINTENANCE
The pump crew is in charge of the operations and maintenance of 12 sewage pumping stations
(Liftstations). The only other sewage pump station is South E Street and is operated and maintained by the
wastewater treatment plant. All 12 liftstations have pumps that alternate lead/lag. Wet well operations use
bubblers to start and stop the pumps. In case of power outages, 6 liftstations have backup power on site
while the other 6 IifIstations are backed up using trailer-mounted generators. All generators are maintained
through a service contract once a month.
As part of the pump station preventative maintenance program, Iiftstations are maintained and inspected
weekly. Work activities are developed and prioritized based on these inspections and completed prior to
the nex1 inspection. Preventative maintenance inspections cover the following;
LUBRICATION INSPECTION LEAK CHECKS EXERCISE HOUSEKEEPING
Motors Sumo Pumos FuellOillines Motors Clean Interior
Main Pumos Belts Valves Valves Clean Exterior
Drive Shafts Flan Gates Packino Leaf/debrisoickup
Valves BackflOW Preventors Seals Puroe Air Svstems
Mechanical seal Controls/Alarms Lubricators Wash Down Wet Well
Filter cleanino seals Wet Well Air Svstems
Latches & Hinaes backuo batterv 9, 12 volt
Locks & Padlocks Voice dialer
o
Pump
station # Pumo station address Phone # & Compo Startup
1 Carousel Mall - Between 320 & 334 N. E St. 909-884-1683 Verizon 11/30/1993
2 Mav Como, S. W. C. of Inland Center Mall 909-884-4693 Verizon 12/1711993
3 Colton - ElO 841 Colton Ave 909-888-1676 Verizon 11/17/1993
4 Fairwav - Comer of Fairwav and Auto Plaza 909-825-8142 SBC/AT&T 11/9/1993
5 Airport dr. In Front of 1894 Commercenter West. 909-884-2683 Verizon 11/17/1993
6 Vallev Truck Farm In front of 1002 Washinnton SI. 909-889-0854 Verizon 12/17/1993
7 Allen SI. In front of 741 Allen St. 909-884-9384 Verizon 11/17/1993
8 Pine St. 2403 Christine street 909-880-0923 Verizon 12/17/1993
9 Citv Hall 300 N. D street Basement 909-384-5066 Verizon Auo-97
.
10 Meridian North of Randall on Meridian 909-421-2413 SBC/AT&T 12/23/1993
11 Macy North of 1695 Macv street 909-383-1269 Verizon 12/17/1993
12 Riverwalk Comer of Riverwalk dr. and Scenic dr. 909-889-8076 Verizon 2/19/1999
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Attachment "7"
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CITY OF SAN BERNARDINO
DEVELOPMENT SERVICES DEPARTMENT/DIVISION OF PUBLIC WORKS
SEWER POLICY & PROCEDURES
Issued 1/5/87
10
DIVISION I
DIVISION II
DIVISION III
DIVISION IV
DIVISION V
o
DIVISION VI
APPENDIX A
APPENDIX B
o
TABLE OF CONTENTS
Authority
Design Criteria for Main Lines (under 15" in diameter)
Design Criteria for Trunk Lines (15" in diameter & over)
A. Table A
Guidelines for Plan Preparation & Format
A. Plan Requirements
B. Notes
C.
Testing & Inspection
Sewer Plan Check List
Standard Drawings
A. State Health Department
B. List of City Standard Drawings
Municipal Code Sections
-1-
o
City of San Bernardino
Division Public Works/City Engineer
Sewer Policies and Procedures
Issued 1/5/87
DIVISION I - AUTHORITY
It is the intent of this policy statement to provide guidelines and acceptable
practices to be used for the design and/or modification of sewer systems within
the City of San Bernardino. It is intended to clarify and join together the Standard
Specifications for Public Works Construction Code and Municipal Code, as well
as accepted practices and Design Standards making a general reference guide.
Criteria set forth herein is for the design of City Sewer Systems to be dedicated
to the City for operation and maintenance. Guidelines shall also be used for
private on-site sewer mains.
o
Authority for connection or construction of public sewers is contained in the City
of San Bernardino Municipal Code in Sections 13.08 "Connection with Public
Sewers," Section 13.32 'Wastewater Facilities," and Section 18.44
"Improvements." These code sections (attached at back of policy paper)
establish the criteria, fees, policies and discharge limitations for the sewer
system. They in turn refer to council resolutions that establish the specific
charges for services. As the resolutions setting fees are from time to time
changed, please contact the public counter in the Engineering Section for the
current fee structure.
In addition to the Municipal Code and its authority, the City has conducted two
separate master sewer plan studies. This information is on file in the office of the
City Engineer and contains information on the capacity, size and future. needs of
the system. It may be used as a guideline for both alignment and size. of
proposed sewer lines as well as indicating deficiencies in the present system that
may require correction prior to development and/or connection to the system.
The City Engineer must review and approve all sewer plans prior to construction
and approved plans are required prior to the recordation of Final Maps. Permits
for lateral connections to the existing sewer are' obtained from the Public
Services Section of the Development Services Department.
All developments must secure sewer capacity rights for disposal at the treatment
plant prior to approval of the plans. Information on sewer capacity rights can be
obtained from the Water Department.
All development must connect to the City sewer system. Septic systems must be
approved by the Building and Safety section of the Development Services
Department with concurrence by Regional Water Quality Control Board.
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-2-
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City of San Bernardino Issued 115187
Division of Public Works/City Engineer
Sewer Policies and Procedures
Developments within East Valley Water District shall contact East Valley Water
for connection information. On-site mains shall be approved by the City of San
Bernardino.
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-3-
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City of San Bernardino
Division Public Works/City Engineer
Sewer Policies and Procedures
Issued 1/5/87
DIVISION 11- DESIGN CRITERIA FOR MAIN LINE SEWERS (under 15' dia.)
1. Pipe shall be designed to flow at 0.50 or less at design flow. Minimum
pipe slope shall be 0.4% except cul-de-sac streets where the pipe slope
shall not be less than 1.0%.
2. Minimum design velocity shall be 2 feet per second.
3. Maximum design velocity shall not exceed 10 feet per second.
4. N = 0.013 for VCP or N = 0.011 PVC/ABS unless other values approved in
advance.
5. Depth from surface to flow line 8 feet (desirable design depth that may be
modified by special field conditions). Less than 8 feet to a minimum of 4
feet requires special approval of the City Engineer. Sewers less than 4
feet deep shall be encased in concrete per City Standard No. 309.
6.
Recommended depth of lateral at property line is 6 feet (minimum
acceptable depth is 4 feet).
o
7. Minimum pipe diameter is 8 inches.
8. 6-inch diameter sewers are permitted providing they serve no more than
24 units, extend no more than 500 feet and there is no possibility of further
extension beyond the 500 foot limit and normal design criteria for grade
and velocity are met.
9. Design flow is calculated as Od = 3.6(0.).85 where Od =' Design 0 and Q. =
Average flow. .
10. Average flows are as contained in Table A.
11. Typical manhole spacing 300 to 500 feet with considerations made for line
size, alignment and site topography.
12. Clean outs may be permitted at the end of 8- inch and smaller lines as a
temporary measure provided the clean out is not more than 150 feet from
the downstream manhole, and there are no immediate plans for extension
of the sewer line.
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-4-
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City of San Bernardino
Division of Public Works/City Engineer
Sewer Policies and Procedures
Issued 1/5/87
13. Drop manholes are not permitted unless no other solution exists and
approval is obtained from the City Engineer.
14. Preferred location for sewers is 5 feet north or 5 feet east of centerline of
streets.
15. All sewers shall be contained in street right-of-way or, if necessary, in a
dedicated easement (minimum width 10 feet).
16. A minimum of 0.10' fall shall be provided across the manhole base
unless slope requires greater fall.
17. Curved sewers will be considered that conform to minimum radius of 250'
Manholes will be required at the B.C. and the E.C. of the curved section
as well as normal spacing along the curve.
18. For sewers increasing in size, the soffit grades shall match across the
manhole.
19. Sewers to extend across full frontage of development if there is the
possibility of future extension.
20. All recommendations of the State Department 0 f Health Services relative
to crossing and parallel lines with water supply lines shall be complied
with. (See attached Standard Drawings)
21. Laterals and main connections shall be at 90' angle unless approved
otherwise. Use standard WYE connection.
22. Supplemental size or capacity may be required based on the City Master
Plan or other design considerations.
23. Backflow device required where floor elevation is below rim of upstream
manhole. Cleanout shall be installed immediately downstream of the.
backflow device.
-5-
o
City of San Bernardino
Division of Public Works/City Engineer
Sewer Policies and Procedures
Issued 1/5/87
24. Private on-site mains are private sewers serving more than one legally
defined lot or unit and where the units are accessed by legally defined
private roads or streets.
25. Private lateral systems are private sewer systems that fall entirely within a
single legally defined lot that is not served by private streets or roads.
Private lateral systems shall be constructed in conformance with the
Uniform Plumbing Code and must be submitted for review, approval, and
permit.
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-6-
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City of San Bernardino
Division of Public Works/City Engineer
Sewer Policies and Procedures
Issued 1/5/87
DIVISION III - DESIGN CRITERIA FOR TRUNK SEWERS (15 inch dia. and
over)
1. Pipe designed to flow at .750 at design flow.
2. Minimum velocity is 2 feet per second.
3. Maximum design velocity is 10 feet per second unless abrasive
characteristics and pipe materials are established to preclude erosion.
4. Minimum design slope 0.0008 (must meet design velocity requirements).
5. N= .013 for VCP N = 0.011 for PVC unless otherwise approved.
5. Minimum depth from surface to top of pipe is 7.5 feet. Special field
conditions may permit adjustments but it must be approved prior to
submittal of design drawings.
7. Lateral connections to individual units are not permitted.
o
8.
Design flow is calculated as Qd = 3.5(Qa)S5 where Qd = Design Q and Qa =
Average flow.
9. Average flows by type of development are contained in Table A.
10. Manhole spacing is 500 to 1000 feet depending on grade, line size,
connections and flow rates.
11, Sewers to be in dedicated street right of way or easements. Minimum
easement width to be 10 feet wider than pipe diameter.
12. At changes in pipe diameter, 'soffit grades are to match.
13, All recommendations of the State Department of Health Services relative
to crossings and parallel lines with water supply lines shall be complied
with.
14. Parallel water and sewer lines shall have a minimum of 10 feet separation
(outside of pipe to outside of pipe).
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-7-
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City of San Bernardino
Division of Public Works/City Engineer
Sewer Policies and Procedures
Issued 1/5/87
15. Siphons are not permitted without specific approval and only in cases
where no other solutions are possible. Criteria for design will be decided
on a case by case basis.
16. Lift stations or pump stations are not permitted without approval and will
be evaluated on a case by case basis. They should be avoided if at all
possible. Approved lift stations shall also provide for operation and
maintenance by Assessment District or other approved method.
17. Supplemental size or capacity may be required based on the City Master
Plan or other design considerations.
18. Connection to existing systems may be denied if the system is beyond
design capacity or connection would pose a threat to the health and safety
of the community.
19. Curved sewers will be considered that conform to minimum radius 250
feet and will require manholes at the E.C. and B.C. additionally, curved
sections must maintain integrity of the joints and maintain normal manhole
o spacing.
20. Sewers must be extended across the full frontage of the development if
there is a possibility for future extension of the line.
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-8-
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,
10
Issued 1/5/87
TABLE A
AVERAGE FLOWS - DU = DWELLING UNIT
Land Use Description DU/Acre Persons/Ac CFS/AC
Designation
R-l Residential 1 26 .000282
R-2 Residential 2 5.2 .000563
R-3 Residential 3 78 .000845
R-4 Residential 4 10.4 .001130
R-6 Residential 6 15.6 .001690
R-8 Residential 8 20.8 .002250
R-l1 Residential 11 28.6 .003100
R-14 Residential 14 36.4 .003940
R-15 Residential 15 39.0 .004220
R-20 Residential 20 520 .005630
R-30 Residential 30 78.0 I. .008450
E Elementary School .002000
J Junior High School .002000
S Senior High School .002000
JC Junior College .002500
SC Colleges and Universities .002500
(E) Proposed Elementary School .002000
(J) Proposed Junior High School .002000
(S) Proposed Senior High School .002000
C Commercial .003000
-9~
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Issued 1/5/87
RC Retail Core (Central City) .006000
TABLE A (CONTINUED)
Land Use Description CFS/AC
Designation
LI Light Industrial .003000
GI General Industrial .005000
HI Heavy Industrial .005000
A Airport .001000
H Hospital .008000
SH State Hospital (Patton) .008000
OS Open Space .000000
-10-
o
City of San Bernardino
Division of Public Works/City Engineer
Sewer Policies and Procedures
Issued 1/5/87
DIVISION IV -- GUIDELINES FOR PLAN PREPARATION
A Plan Requirements
1. Sheet size is 24 x 36 inches. (Plan and Profile)
2.
Plan to show the following:
a) Vicinity Map
b) North arrow
c) Scale
d) Profile
f) Utility crossing
(shown in profile)
g) Legend
h) General Notes
i) Registered Civil
Engineer
j) Expiration date of
license
k)
I)
m)
n)
0)
p)
q)
r)
s)
t)
o
3. Submit 2 sets of plans for checking, with calculations.
Existing/proposed surface
over sewer line
Rights-of-way
Existing/proposed
improvements
Lot Li nes
Wyes/laterals
Manhole toplflow
elevation
Rate of grade
Peak discharge
Quantity estimate
Details & Standards
4. Private on-site sewer mains may be shown in plan view.
B. General Notes (On all Plans) .
1. All work shall be in accordance with the Standard Specifications for Public
Works Construction (Green Book) latest edition and all supplements.
2. Approval of this plan by the City of San Bernardino does not constitute a
representation as to the accuracy of the location or of the existence or
nonexistence of any underground utility pipe or structure within the limits
of this project. The Contractor shall assume full responsibility for the
protection of all utilities within the limits of the project.
3. Inspection shall be by the City of San Bernardino, Development Services
Department. All requests for inspection shall be made at least 24 hours in
advance of the proposed construction.
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-11-
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City of San Bernardino
Division of Public Works/City Engineer
Sewer Policies and Procedures
Issued 1/5/87
4. During the period of construction, the Contractor shall furnish, erect and
maintain such warnings, signs, stop signs, barricades and other safety
measures as directed by the City of San Bernardino, Development
Services Department with reference to WAT.C.H. manual.
5. Sewer pipe shall comply with Section 207-7, "Asbestos Cement Pressure
Pipe": Section 207- 16. "ABS Composite Pipe"; Section 207-17, "Polyvinyl
Chloride Plastic Pipe'; Section 207-15, "ABS Solid Wall Pipe"; and Section
207-8, "Vitrified Clay Pipe", of the Standard Specifications.
6. All PVC and ABS solid wall pipe shall have a Standard Diameter Ratio
(S.D.R.) of 26 or less.
7. Use of a pipe deflector or re-rounder shall not be permitted on over-
deflected pipe.
8.
After backfilling and compaction of ABS or PVC pipe, the sewer shall be
cleaned and mandrelled. Mandrell shall be rigid type with 9 runners,
minimum diameter of 96% of inside pipe diameter and a length equal to or
greater than the pipe diameter.
o
9. Contractor shall not open more trenches than can be properly constructed
and filled in a day's operation. Any trench unavoidably left open during the
hours of darkness or over a weekend shall be fenced with 6-foot chain link
fencing and properly lighted.
10. Contractor shall reinstall pavement markings and striping that has been
disturbed by his operations.
11. . . OSHA Permit required for trenches over 5 feet in depth prior start of
trench excavation.
12. Contractor shall contact Underground Service Alert prior to beginning
work.
Additional Notes (To be used as required by specific projects)
1.
The Contractor shall provide safe and continuous passage for local
pedestrian and vehicular traffic at all times.
Traffic signal functions shall be the responsibility of the City. However, the
Contractor is required to give 48-hour notice prior to construction thatwill
2.
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-12-
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City of San Bernardino
Division of Public Works/City Engineer
Sewer Policies and Procedures
Issued 1/5/87
damage or affect any buried traffic detectors.
3. Should any of the existing utilities or any other facilities conflict with the
proposed sewer line, the Contractor shall notify the engineer and await the
relocation and/or alternate design.
o
4. The Contractor shall so conduct his operations as to offer the least
possible obstruction and inconvenience to the public, and he shall have
under construction no greater length or amount of work than he can
prosecute properly with due regard to the rights of the public.
Convenient access to driveways, houses, and buildings along the line of
work shall be maintained, and temporary crossings shall be provided and
maintained in good condition. Not more than one crossing or intersecting
street or road shall be closed at anyone time without the approval of the
Engineer. The Contractor shall provide and maintain such fences,
barriers, directional signs, lights, and flagmen as are necessary to give
adequate warning to the public at all times of any dangerous conditions to
be encountered as a result of the construction work and to give directions
to the public.
5.
The Contractor shall exercise due care to avoid injury to existing
improvements or facilities, utility facilities, adjacent property, and trees and
shrubbery that are not to be removed. Contractor shall notify USA prior to
entering project site.
6. In accordance with generally accepted construction practices, the
Contractor shall be soley and completely responsible for conditions of the
job site, including safety of all persons and property during performance of
the work, and the Contractor shall fully comply with all state and federal
laws, rules, regulations, and orders relating to safety to the public and
workmen.
7. Street cuts must be obtained from the City Engineer.
8. All removals in paved areas shall be saw cut on a neat, straight line
parallel to the pipeline. The cut edge shall be protected from crushing and
all broken edges shall be recut prior to paving operations.
o
-13-
o
City of San Bernardino
Division of Public Works/City Engineer
Sewer Policies and Procedures
Issued /5/87
DIVISION V - TESTING AND INSPECTION
Testing and inspection shall be per the Standard Specifications for Public Works
Construction (Green Book), and the provisions of the City of San Bernardino
Municipal Code. Requirements for separation and location of crossings of water
supply lines shall be per the standards of the Department of Health Services
State of California.
In addition to the above requirements, the following will apply;
1. All trench backfills shall be tested and certified by a soils engineer prior to
acceptance.
2. 24 hours advance notice is required for inspection. Arrangements for
inspection can be made by calling (714) 383-5166 between 7;30 a.m. and
4;30 p.m. weekdays. Please also refer to the 9/80 work schedule posted
at this site for downloading.
3.
Base inspection hours are 7:30 a.m. to 4:30 p.m. Monday through Friday.
Requests for inspection at other times or on other days must be submitted
to the Division of Public Works a minimum of 48 hours before the
inspection is required. The contractor must bear the cost of such overtime
inspections and will be billed accordingly. Normal overtime rates are 1.5
times the base rate. Overtime inspections will be made solely at the
discretion of the City and based on staff availability. Closed Fridays under
the 9/80 schedule are also subject to overtime inspection rates.
o
4. Contractors will be required to obtain City business licenses, insurance
and provide evidence of it to inspection staff upon request.
5. Pipe deflection testing may be required as provided for in the Standard
Specifications. Air or water tests for pipeline integrity are required.
6. Permits are required for all sewer connections.
'0
-14-
..
o
City of San Bernardino
Division of Public Works/City Engineer
Sewer Policies and Procedures
Issued 1/5/87
DIVISION VI - SEWER PLAN CHECK LIST
SEWER PLAN CHECK LIST
1 st submittal
2nd submittal
3rd submittal
Project Name
Owner
Checked by
Engineer
Phone
OK
Needs Correction
No Requirement
o
Submittal Completion
2 sets of plans
2 copies of design calculations
Engineer's cost data and itemized quantity estimate complete
Permit or clearance needed from
Condition #
needs to be satisfied.
from Review Committee or Planning Commission
Street Cuts require a separate permit.
Plans signed by RCE with expiration date shown
Return check prints from previous plan checks
o
-15-
o
City of San Bernardino
Division of Public Works/City Engineer
Sewer Policies and Procedures
Issued 1/5/87
Show on Plans:
Vicinity map
North arrow
Horizontal and vertical scales
Profile
Utility Crossing (Shown in profile)
Legend
General notes and additional notes as required
Registered Civil Engineer's Signature and License Expiration Date.
Right-of-way
Existing and proposed construction
Lot Lines
Wyes and Laterals
Manhole top and flowline elevations
Rate of Grade
Peak discharge rate
Quantity Estimate
Details and Standards
Bench Mark
Backflow prevention device required
Separation requirements from existing or proposed water lines per DHS
standards
o
o
-16-
o
City of San Bernardino
Division of Public Works/City Engineer
Sewer Policies and Procedures
Issued 1/5/87
FEES AND PERMITS
Pay plan check fee
Pay permit fee
Reimbursement fee
Inspection fee
Plans signed and approved by Director of Public Works/City Engineer
Permit issued
Other Departments notified
,
10
CAL-OSHA Permit on File
o
-17-
0'.........
o
APPENDIX "A"
(Note These regulations are promulgated by the Department of Health Services and are
reproduced herein for the convenience of the user. The City of San Bernardino can offer
. no guarantee that these regulations are current or complete)
STATE OF CALIFORNIA - HEALTH AND WELFARE AGENCY
DEPARTMENT OF HEALTH SERVICES
REQUIRED SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS
(10 Feet Horizontal and I Foot Vertical)
PUBLIC HEALTH REASONS
Sanitary sewers frequently leak and saturate the surrounding soil with sewage.
Water mains cannot always be relied upon to have continuous Positive pressure
therein and can be contaminated by a nearby leaking sewer. To install new water
mains or to repair breaks in existing mains in sewage contaminated areas is a serious
public health hazard. Hazards also can exist if a nearby existing sewer is broken in
the course of installing or repairing a water main; this can allow sewage to enter the
water main trench or the water main. Water main failures will likely result in failure of
any sewer located above or too near the water main.
o
A community with its buried water mains end sanitary sewers in close proximity is
extremely vulnerable to waterborne disease outbreaks in the event of earthquake or
man-made disasters that would cause simultaneous fractures to these conduits.
Any case in which both a water main and sewer fail in close proximity is extremely
hazardous to the water consumers. There can be no dollar value set on the reduction
Of such hazards. All practical steps must be taken to avoid them.
II. BASIC SEPARATION REQUIREMENTS
. Water Mains and sewer, should be separated as far as is reasonable in both the
horizontal and vertical directions with sewers always lower than water mains.
Parallel construction: The horizontal distance between pressure water mains and
sewers shall be at least 10 feet.
Perpendicular Construction (crossing): Pressure water mains shall be at least one
foot above sanitary sewers where these lines must cross.
III.
EXCEPTIONS TO SEPARATION REQUIREMENTS
o
Certain local conditions of topography, available space. etc. may create a situation
where there is no alterative but to install water mains or sewer lines at less than the
o
required separation. In such cases, more rigid construction requirements must be
met as specified in Section IV below subject to the special provisions and restrictions
given in Section V.
The basic separation requirements apply to sewers of 24 inches in diameter or less,
Larger sewers may create special hazards because of flow volumes and type of joints
used. Each installation of sewers larger than 24 inches in diameter must be reviewed
in advance to determine if the separation end protection provided to nearby water
mains is adequate.
IV SPECIAL CONSTRUCTION REQUIREMENTS
The special construction requirements necessary for sewer~ or water mains where
the minimum required separation cannot be maintained are given in Attachment No.
1. There are three situations encountered in the field:
Case 1
Case 2
Case 3
New sewer - Existing water main
New water main - Existing sewer
New water main and new sewer
o
For Case I and 3 the special construction requirements apply to the-sewer. For Case
2 the special requirements may apply to either or both the water main and sewer.
The special construction requirements shall apply to house laterals that cross above
pressure water main but not to those house laterals that cross below a pressure water
main.
The special construction requirements given are for the normal conditions found with
sewage collection lines and water distribution mains. More stringent requirements
may be necessary for special circumstances such as water mains buried deeper than
normal, unstable soil conditions, high ground water, etc. These situations must be
reviewed with the Health Department in advance.
The special provisions and restrictions given in Section V must be followed.
V SPECIAL PROVISIONS AND RESTRICTIONS
1
Sewer force mains are not permitted to be constructed over water mains.
Force mains constructed parallel towater mains must have the required
separation as given in Section II regardless of construction. When sewer
force mains must cross under-water m'ains, special approval of the Health
Department is required in advance.
o
o
2 Construction of any sanitary sewers within 25 feet horizontal distance of low
head water mains shall be reviewed and approved by the Health
Department in advance. (Low head water mains are defined in the State
Health Department Policy as any water main which has less than 5 psi at
any time at any point in the mark.)
3 Where a sewer must cross over a water main, it should cross at a 90
degree angle if possible and the length of sewer pipe shall be centered on
the water main so the sewer joints are the maximum distance from the
water main.
4 In pressure tested new water meansand/or sewers, special attention
should be given to those area where the lines are in close proximity.
o
o
o
o
o
ATTACHMENT NO, 1 TO
REQUIRED SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS
SPECIAL CONSTRUCTION REQUIREMENTS
Where Required Separation Cannot Be Maintained
CASE 1 AND 3: NEW SEWER BEING INSTALLED
Zone Soecial Construction Reauired for Sewer
A Sewer lines will not be permitted in this zone without special permission
from the Department of Health.
B Extra-strength vitrified clay pipe with compression Joints; or Concrete
pipe with reinforced concrete collars around the joints, which joints shall
have & minimum thickness of six inches and a minimum distance along
the Pipe of six inches on either side of the joint; or rubber gasket,.
reinforced concrete pipe; or rubber gasketed asbestos cement pipe; or
rubber gasketed plastic pipe; or cast iron with compression joints.
Cor D Class 150 or heavier cast-iron pipe with hot dip bituminous coating and
approved mechanical joints; or any sewer pipe within a continuous steel
casing, which casing shall have a thickness of not less than one-fourth
inch and with all voids between Fewer pipe end compression grouted
with sand-cement grout. .
o
CASE 2: NEW WATER MAIN BEING INSTALLED - EXISTING SEWER
If an existing sewer is located within Zone A, 8, C, or D of a proposed water main, the
following special requirements apply:
o
Zone Special Construction Reauirements
A No water mains shall be constructed without special permission from the
Department of Health..
8 If the sewer does not meet the Zone 8 requirements given above the
water main shall be of Class 200 pipe or equivalent.
C No water mains shall be constructed without, special permission from
the Department of Health. If permission Is granted, the sewer shall be
encased with reinforced concrete and the water main shall be of Class
200 pipe or equivalent.
.
D The sewer shall be encased with reinforced concrete.
Definitions:
1. Compression joints are rubber ring or gasket joints.
2. Mechanical joints are bolted joints.
Acceptable reinforced concrete encasement is as follows:
Concrete shall be Class 3 (California Department of Transportation Standard
Specifications, Section 90, current issue) or equivalent.
o
A'l'l'ACIlMEN'l' NO. 1 to
~UIRED SEPARATION BE'l'o"Em WA7ER MAIr.S AND SANITARY SDJEilS
o
SPrCIAL CONSTRtlC'1'ION mTJIP.!XM'S
. Where I!equ1red Separat10D Cazmot Be J.aintained
~ICUIAR CONSTRUCTION
zom: C
, "'--,\1
~~m: I .:::::: '1<-.' +"Z=/;.".j.- .' -j
~'...'~.~ I ':7;';ri-...~ I I
.."'':-.-+''.'\ "VY""" _ ..
t.:::::::..----1 .---]::::::::: -:::: ::::'................v..1 ::::::
r........~ ......... .... .... ,.....
....,"::..., 4' ~ 4' ...6'" I.... ..... ......ZOllE.D.... 1.. :::::
~_.'" -, .. - <-:-. ..-.- .... ....1 ......
I... .... .. .. .. .. I .. .. .... ........ ................................ -- .. ..
........ I ......... .... .... . .... .....
~~:~. " K ...J..~~.-=a .... ....~...................-:-:-.. .....
\: . ..LIJ. .. .. .... 'J .. ..... .................................................... ........ .
~::::l::: t........, :::: :::::::::::::::::::::::::: :::::
........ I
.L .. .. is. .... .. .. ZC~~ ^ .... .. .. B. .... .. .. .. .... .... e..... .... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . . ... .
d_ ~.... .......................... .....
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O ..-',....J....'O:____-.--:,~----................"""'______.......I. I .-... ."-
· lote.: Dimensions are from outside of vater rain tG outside of sever.
Explanation of compression IUld mechanical JOUlts 8L:l. reinforce.!
concrete encasement OD page 4.
CI.':!: 1 IUld 3: I;:;".J S~ BEING Ir.S':ALU:D
l
.\
;' .
.. .
PARALU:L CClI'lSTROCTION
~.
ZOIIB A
2
;1
Zone
-
11.
S:pee1al Construat1on !'eq~d to!' Sever
Sever L~.IIe. v1~ IlOt be pez-...1tted. in t~~s I:O:1e without
s~1al pez--1s&ioD trom the Depu-tz::ent ot Health.
E:lct1'a-stn!Dgt~ v1tr1t1~d cl8y pipe with cot:pn!ss1on
jo1Dt.s; or concrete pipe v:.t~ re1ntorced concrete colh...-s
~d the joints, which jo~ts sball ~.ave a m1D1111\m
thickness of six incbes aDd a c1D1.I::!.IlII ~sta.Ilce along tbe
pipe of six inches OD e1the!' &ide ot the joint; or rubber
E&sket reinforced concrete ripe; or rub~er gasketed asb:stos-
ce:lent pi:pe; or r.mber gasketed ~last1c: pipe; or cast iroD pipe
with COl!lpreSS10D joints.
A.
c. or D.
ClaD. 150 or heavier cast-1ron p1pe with 1:ct dip b1tl:l:1IlOUB
coat1DS aDd approved a:ecbaD1cal joints; or any sewer p1pe with!!:
a cODtinUOUS steel CltSing, v~1c:h casing shall have a thickness
of not less th8.D one-fourth ~ch aDd w1th all votds bet"JeeD
tever p1pe IUld ca.slDc presst:re grouted with !:aDd-cecent grout.
o
(CoDtUlued on pIlgC 4)
Page 3 ot 4
CAS! 2: NF.W VATER HAIR "EIt<<; INSTALU:n - EXISTING SEYER
o
o
o
If aa exbtiDl .wer h located witbla Zooe A. I. C. or D of . propoeed
"aeer UiD. the follCllriDS .peelal req\llre:DeDt. appl,.
ba
I..
No vater uln. .hall be coo.tructed without
.pecial permla.loa from the Department of
.Real tla.
B..
If the ..er doe. not lIleet the ZODl I rec:\I1r_tAl
livn above tbe vater u1D eball ba of Cl..e 200
plpe orequivaleDt.
c.
Ko vater ulDe .ball be c01Ultructad without.
.pecial permi..lon from the Department of
Healtb. Ifpermi..lon i. graDted. the eever
.hall be eoca.ed with reinforced CODcret. a"d
the vater lIIIill shall be of Clasa 200 plpe or
equlvalent.
D.
The .wer .hall be eac:aeed with re1Dforced
COlIC rete.
J)efinltion. :
1. Ca=pre.110ll joiatl are rubber rlas or sa.klt jolat..
2. Mechanical joi:lu are bolted Jolau.
3. Acceptable reiaforced coacrete ~~lemeDt 1. a. followl:
-43"1-
.J., . yBo. ~ BAP.S~~.~
t '-'f" ~ ~ ~~ 4. ~. A!
. .. . . b. 4 .. . .
4' . ~ .i..' . . ..
'6- -'/;.'V 6'" ' :
'~~~~ .
...~ '6."
...~. ."J~
,..r ....
. '. n
.(;. A' .. : 6 . .ft .
'", ... '" 4 ~.
~~~~~
1o.4BABS
CODcrete .hall be Cia,. . (Califoraia
Depar:ment of TrauportatloD Stendard
Specificatlonl. ~ectioa 90. curreat
issue) or equivalent..
Pace 4 of 4
-.,.--.------' -_..-
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ct
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UNDISTURBED
SOIL.
VI T. CLAY PIPE
SEWER MAIN
PROFILE
112":1'-0"
WATER & SEWER MAiN INTERFERENCE >
SPECIAL CONSTRUCTION - WATER OVER SEWER .
. ....n ..~...
".VleIONe
.'.I:JlI'~
aorv-D
DEPARTMENT OF WATER AND POWER
WATIl.. .Y.TIl" CITY O~ Le. A"Q.~I.
........
........ K L N
...... K LN.
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TYPE "A" MANHOLE
TYPE lie" MANHOLE
TYPE "e" MANHOLE
. OtITLET
TYPE "011 MANHOLE
TYPE "Ell MANHOLE
CITY OF SAN BERNARDINO PUBUC WORKS D~RTMENT APPROVED DWG. NO.
o STANDARD MANHOLE "/6 ,1983
FLOW CHANNELS 300
~
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NOTes:
I)/h!~r ~P1A>rc.d rorx'~ H16'1/1cI4,S .!Ihmi
ccnt<'Orf77 h> rl1~ ~p/lCil"M ~1r..m_1':.!I Do&" A.!J.T.1'1.
tmr:i: A) 4I11III/ k <lestP'-'....r A.A. 5./1.0. N-LO
/,,11<1111 .
8)CDnCrrIrt .!II1/1116. ODmfMIC+Iy "'br,,ted,
<</Ifr'F~ill& $('U/I Dr mil~INI"'c/lI/y t-_,<>.d.
C)o_ p~ ~-.md-~",;llnafbe "_pl'ed.
.e.);or .:stIba'I""~ 1VtN"A:~ m6n""/~ t:rll'f"lu ,. CDV~rs -ta b~ eon-
.d""",-r.d ~. b.fD"y oF",,,,1 ~ ~"*"'" . by _we"
co"~.P4ft"',,,, ct2n""r6c"lt>r 1'0 -flu.'" ,cra",:s ""'Ye'r$
~ D;rr~c;,,/ 3r.de ~-;er p"VI",a-
-"I) /'?4l1holes -"Mil b. _feel i/l6ide"ndvd'11 ""iI,,/1cI.
,rI.:lN M""""ls ,. .!Mdt: r"IPs) wir;,. HUl1fJ 17",t;'ess BI.;el;
,.vo_ /.;!O.",.,.,,. 1'>> msr'//'.....n.
~.) /'?;;,/Jole 1'11l18r.!l7bp4 .shiN1 be "'o$r4//o<I Nit-I.
PoI/.C.,A.8..!I. ..rA.CP. p'~.
@:J)Whn" _M!.:lIS -"",I1tt<1" JZH C<M1tsnT- ;....tzlr
r,-""",Ie<! SM","" fI..,./, IS 1-" tn. pI6C.<I m /I'"'' """/IlIel
21/. A.JeJ ndf'e'" MIIe.-eh pIJU', AWn:. ftlCuull
I'U.(/) '" "",..,. "" '.
CITY OF SAN BERNARDINO PUBUC WORKS DEPT.
PRECAST REINFORCED CONC.
STD. 48- 1.0. MANHOLE
o
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I"1ANNtU..4 .l!I'N.:S'" 4-"
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SEC17~
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V28ED HArNE ,Il.~
CLA~ EA.8. \51
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L.OCATlON OF I"fANIIOLI:
C()VeR
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48
BASE PLAN
(/
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,; : . .~. . ~ . > ~TAR ~T N6IT,l.Y
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SE~N~ (}Jftflt:xJ,Uo
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JOINT DETAIL
/'1ANHOLE J.JATER $TOP
.. ~~
. . : .~ iVA7,sr 4TIJP
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;.. .,.",
WATER STOP PLACEMENT
APPROVED'
J-/~
A... ,~~~
DIN. OF' PUBLIC WORKS!CrTY EN8INEEIt
STANDARD
NQ
,1983
301
o
o
o
drP /'I'ANM2(G peR
C/T r $TZ). "'~I
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4-4' .D
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"....... .
4"/''71# ~c.t:. &WCA$EHF#r
$'FAlFR ~"F
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PROP MANHOLE
~~~
#~NHOLE WATER SWP
NATE/< STOP PLACEMENT
~, ,.,ArEA? JT<)~'-u. 6E _r~D
- tI'V/rN ~VCJA8:..s..4R;1I.t!.P p/~J!(:S. .
CVTLET
OR~P MAAfH'b'L$
,&ZON CHANNEL
-</Or;:.
r"Dr .suWN~.k()1? "'I/IJ".I::. M.",h4h,
I'~ , C"#'ar.S 1'2:. k dt:Mst'rutJ1'wtt:I
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SBNdI" ~or fi,v""J (!tM~JtJ.-
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,,~.,r,c'a / Jra:/e 1Ij:'~,- r>""'~'
CITY OF SAN BERNARDINO PUBLIC WORKS DEPT.
STANDARD
DROP MANHOLE
APPROVED:
,r-/(/.
DWG. NO.
,1983
A.,. .4"~ ~ . -
OIR. OF PWUC WCIftCS/CITY ENGINEER
302
:
t7LEANOt./T .&"RAME AHLJ COYER
.CJ.EAR OVERIU.L HEIG-KT APPRQJlIMATE
OPENING 8ASE FRAME WriGHT
10" 15'. I/?'. 110
o
rLi
a'
n~
Concre.h~. ....
,/
Compac-l-ed E:Q~th.':.,
t
e'
~/VOTES
/. Ma/?l1oIe CDrer s/la// .De d.sigH-
eo' ror IL4. $./1. O. /t',20 /IIaa'//lg.
;Z. Cas! Iron slll%11 hare mill/mum
fensile srrel1g fA DF :10, 000 IDS
per .5f""". incll.
r
A
-,
A
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4'
A'
,
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w
...." 'Ie e.end
o
......V;~~if'ied c'-~ pipe
5tcpper Cemented In
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SECTIONAL ELEVATION
U'
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, 17~' I
SECTION 'A-A'
A'4'~ ;f...W"~...I N..
1iEr. ~ if_HOlt! of "'-I'C_
. 1'_""'" M>J'rs JUM
I..... , . Corle. ........ w
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CITY OF SAN t>EllNA.Il.DINO . PlJ&LIC WO~ D~PT.
STANDAI2D
CLEANOUT
APPQ.OVED: ..,TANDARD
>>,:9...L _ NO..
. _ __. 30.3 .
CITV &NCSIH!!~Q.
------
~~.~NHC:...:= CC\/[P & FP.A.Mt:
REQUIRe :;,MEr-.SONS
'I' CLEAR ,OVERALL 1 ~IEIGt-i" ; .APOROXI~,tl IT
OPENING I 3J..~; : ,.lI(IG~;-
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2.1." I ....~ ~ .3E L3S
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./ /- - .::. :.. t... .s = ~'- \.
[. -...-~/""--$...t; 1}'.
. . . ."....'''' ./, )'.......'>=--...1' "
, .- , x , :" ^ '>' ^,. .
;~ ,. ~ " , >.>,~ ..
'. ./ ,.' S,\\"I:;. ;>.x"> 0 '.
- ).~ '. '~, ,>~ J'-x '- " ..- \
;x .., . .. x. x ...... ~l
. ,~, ... -' .~~..N\..Jc"" ~o I: I
/. -: ,~',.~:::':~'~ED~;~c[ x., ' ~ i I
,. J ' L: r-.C- ENL'R ):.A '1.;.
.. .., ,.. , /. 7'^>:)I)I' ."
". " ..' )' > - .. ;'-.^ ~
,<,y " X. ,.' ,/. .... '
. .x':" '. ;. >' / /, 1/
, .' x" x. ..,;..,., h/'
, ., 'd ,.,.p /,7/
. .~~,~_ . ", -~~'__/7:./f
. <::.:.-~::=-~.',,"'
/
o
.
i
~)~EP SIZES 5J',ALL BE ,AP;tROVED
ap REOUlP;:r BY n-E CITY ENQNfEP
8E"ORE :~13IA,LL'; T!CN.
~
;...~,~.:c,::
. ....,~
-,.SE'hER-
OR
'S'CRM DRAIN'
M~I-':H~~'..E ..'C....EF SH.....~ BE
[\~:s!G!'-:E.-~. r"SF' .\..ll. S H.D "'-20.
/.
'" ..:,:.s. ,:<U, SrlA.L'-.. dA.YE MI,..,
n:r-: :;fl_~ s Rf~:;-:;'" 0[" 30.000
'3~, ;::1; SQu:.r::E 1~.,jCH.
,". ./iE...\
I,' :
}"~; .,,:;1; !...; '1A" ~ Ol1NOPY
M.;j,~ ;r:'J~~. t'~AM:: &- CO\1:R
'3W 11:.:.. n? :::CU.G:t.
.1
--'
.~j
.~f.-.-=--. -,. j:-[j ,'.:-'-~'13l~
I .
::_::_6.~OP€:Ni~G
,~;./~q:ALL BASE
,. -, -.
:.t. _ :..'!'.j r.... ---
o
.,
!
MANHO;..ES SH!,U. BE'
CONSTRUCTED
5' 8ELOW FlNISHED GR.DE
'Nr'tEtJ STREET IS UNPAVED.
. .. v._ANrl:;~~':: Sl-:ALl
3~ C'Ct:s RueTEC
'.C' "RADE 'NHEN
;~'l p,'....'ED SlREf1'
-:::P l:HSURF/o.CED
:::'t..Sr,:MEt.JT
~/.A"'''''''m-~/.lIIf'/.lIl7~
,- S'iR::::: OR
~ASEMENi SVP.F~GE
--
../?'-/./~ I
:--..:
,
i4 ~
.v
/.
~ .~----:
<
1/ ,. ,
j .I:! .
1 .
~!
'..:r;'
..
_..1
..>J
...
, -. ;':\',
~
--1
i-...
o
j < , ......... j . ,/'" .
i '~ '-GRADE _/'
, RiNGS
i .Jt\j;;J A VFD S-:-REET P.A.\/EC -.---C' .. :~+:~ t.J.\SEMENT
::,ir~t.i
i
i SECTiON THRU FRAME SHOWlt.JG TYPICAl 'NST,L.._~ ;;,,-:-,or--.j
I
L UPO"1lD. RE\1SED . 1iF.DRA... SlD "", 1/22/2C07
RV ".....
CITY OF SAN BERNARDINO APPRovED~'.l-..t-.(Jl_ STANDARD
[)[.YFJDPMENf SUIV[CES-J'UBLlC WORKSIEN(;/NEEUlN(; ~;/A NO.
STANDARD DRA WING 304
MANHOLE COVER AND FRAME
~ art
10Fl
o
o
o
Wy, Vp~r.A __ ",~d_r_" ""W,; /A <rIrb I".t.
Va,.;.ble
3-Zr-63
r.
V.,.i.ble
;:...j~hn9 Of' p",po~ed
...;' wa+.r main
CUl'"b L;ne
p,.operh,,l
LIne 'L_
I/e
r;,_
, I
,.
'"I-
L_
S+d.VVqe 01'" Tee, 01'" std.
cut in connection
., app.oved
~
.c
!
It
F'l-.A~
Place. 'Z."~ J.' (hi';')
1-4&.101.1'" .t end of
.~h I.te,..l
lV~' Latt.,. .'s" ""'~e.
~ ;n rMq' at c.... ~ _"' ~
... / / / / /'.' . .~~: i I
I .. rAor _
I ~ ,,-
J.,
'-II
....
, su,f'aee. ..r st,ee.t
_:w.....~
-
r>
.c
i
~
"
~+
.s li !
-6':.-
. l::.J
"t1
!!
...
~
Min. SloP. up = z%
($ll4 \ol..t-. -i)
.
Slap. UP at- 'to;'
:---... ""9'. .........1:11. to cl.., _in
"""'.)1. .....,Pre~ertwcl. ~O.I'~.l"'1I".
E LE VATIOf\J
~OTE~:
J s..._er- '_t-er.le. 5h6.1I h~......c ~ mil"O;n,um s.to~ or 2,," e,,:c.pf ..s. other_is.=.
~c"'r:c_lI~ notec:l on 1"t'-II!I: pla.ns.
Z Plug& ...,..11 \:::e c(3I.......e:nted ,On witn c:ement r"nOr+~r. or"' s.-..II be. ""-.ol'r-cne
stoppoer or ~I=l'~~_......d eoC:f~f.
~ In no c..... &h.llott . l.ter.1 connec-t +0. the sewer main d;recHy on top of"ftepipe
..... Wher-e. .. st.nclord "'Cut in WCotC" or T.. is ....sed. It s~1 be au...r-ounde.d 'W'ith
~. o~ Per-Hand Ce,..,.,cnt C.",c:r-.te.
5 L~to......I", ........1/ end .t the pn:>perh-j line unless "thcrw,'se noted on the: pI........
"Wher-e. elo.e.,..1'\Ce i~ to_ t-h&n 1'.0" st~"dbr"d Conc:r-et'e EncA'Sernent shz.\I be inst.Ued
tor. dist.f"lc:e at 5'..0"0'"' ..,tt,e,. SteIG c& the w~.ter main.
REV. Z
CIT'( 0' ""1lI .rlZ~AIZ1)lt.lO .PUe,LIC WOlZlS5lIE1?T.
~EWE.tZ LATE.zAL.
~orzMAL CUT
. Added "'o~e C; 4,
., 'C.'
STANDARD
...t.
,\PPItOVED
/:J..-/ ,I9U
Q rl. l.t ;h
CoITY E.NGIN~a2
.305
o
o
o
:" w
.
,",.
'1\11
-,
!
-
dM
=
-
'IlI\'
11111
~
IUJ.
;!:!!"
"'\\1
;;E
~lIl//~AlIII-
o'
w
~Af'-JD 5J..-4A~EO r~M
\..1 ,.',1'0 I S "T" u /2.~~'O "SC>'l-
w
0'
w
(........ &eLOW
&1....L
O.!7 O'
M'N.
~\
~
/
-rCIU4C'H
""e,..ulte.,.SWTJ
T'o _ ........'D. .....T' T..,.
0" 1'11'1'
HAt.a;:) .&\-4Ar=e:'O Pc:zc::,M
G cz..,A......U'-AlZ t!!oEOClto./G, """"A"e~lAL-
)JOTE "It I - W" 8- o..4;1oJ""'U"', C;' ..1I.........M rolE. ,""po;: :D1A.""E'TClL4 ~
....._ "''''elnc....
Jl,Jo-re; I- ~ - WHE.a Tlt&HO:H WlZOTW4 A1\:E GIt&"....T1!"C no....., "HOWM, '""II:
e.T.,. ll:"""INl!'SC. -v !EqUICII tOol4T........."""IO", OfF co_~
~_ .1IC'PPt...",.
R!:Y. I H..,u./ 4fo"J.", No.
4:1T"( 01' ~A" IElNAlllD'",O . l"Ue\.lc W01>.~5 DePT
.,......f='.CA L. SEt)O'~~ f
Tr:tE.WCt-4 WfDT...,!,
~A~IT AlZY 4iEWE"IZS {. ~OeM DeAI~5
SfANPAlP
PLAN
~06
o
o
o
REVISION
Re.~lSeJ 3to..._c.rd tJc)
..
PATE
...- or (;" Saddle
ClOGS -ro" PCC (I,-Z'/z.' 3V" ..;,~)
<.
- --..
\
'--
-,
L__________
"
~
w,,-e
,
,
..
DI'C2.I!!;.C'T"IO..... OF F='L-O,^,
=--. ~ ~
----
r-
J
-------
----
.
--
~.
....
/
./
.
. .
I t~.
FL.-AN VIEW
~
----l
--"1
I
I
I
~AI""
I
I
I
----1
__----.J
-4" or C;- Saddle
3"
"
. "
.. .
clClss e. c:..nc:r.......
(I: 'Z.'h. "3Vv..iJ'J
~, .
:n
I
SE:.C::T 10'"
In$pec:-t-ion rtu,J.r _e Ob"~ined tor- SQdd Ie.. prioP'" io pIQC'~""'9 ~c.C. CH'...d agQu"
bef'or", "'oc:~'ill';"9 o.....~ lateral.
Where. house 1=+erClls. ore +0 be j~Med h::>> e""i&t'ing se~~ ~
~n"&c:.+"C1""l ...nail be. meade b~ cvt+;-:t into !he pipe. This saddle +0 b~ melud.
f""o~ *,e particulor 'Si~e of p;pe on which it is placed. The 'Sacldle must be
(i'H-ed snu'3l~ Cl'3oin~t the -=>tterior ......"'" of"" the! pipe on .....hich it- is plc:.,:.ed,
bcound in plcce _it/-> No.12 (I!>.W.~) '3olvoni3e.d iron .vire.
I .
'l-
CITV 0' S"'''' II&.,AIIOI..O' pue.L.'C ~al'F.o I)WT.
s,;wE.ft. S..4t.'PLe
STANPAtP
PLAN
~07
'.
S,Ab....den~.-- ~....:: :.--:..---
-- "\.----
-- ~---
-_ -:-- 4~. MaX'
-~ Cut and RCCOftlle.d
4,S-Mft:.
Clrt an.... Q:&Ca""....
~Aloo"""" _
cCI'nncC+ i....
t~"J
S.f ~
;,h.-
SH"opper
o.r.;l A_I
,
...
~
- -
#,-- --
....... ... ....... ,- . C uJ mu:t R.econn.ct
, -C:~c1... +4ou.. c-..........
-0.1-..; I ~"""
/.
_...-1-
___'~::::: _I. .
Jll ::~~7
c~ct;...
IG.....in
~..-t S-;j.""j
s....._
o
(.-.
--
. ,,,..'
~.... .'1
c;.:.,.........
_~..t _u
,,"',1. 101.. I
"'j
G P~.~c.c+ per' ...~,..c....,. n......a.....
ae+.n. ~r ...... 'D,*""",. NGI "t,S'ZJ"Y'
<l s..";hor~ s.-..
'r-JI
~~~
1~1r
~H
U4E No.C;
.~- ......
....:...-
eMI Ho.f
rccu..c...+.
e~ 'W'.u
.UP'...r+ _
---
- ---
I'-Min.
_. ! /',. ,. cut: crwlltccol"lftc.c+
c.....j'
~ \. Aeon.... ..wac.
Canrted-;on
o
A"'_ncl-.
.....se C8ftfltoect;.... 7
E 5.";+~ I \
Sc...r 1-- . ,. _. '" ..I
0",
.,'
~:b"- ,.AU:' Ho. 4-
Prof ed- pe.r a~,..hc.\._
no+... Clnd "c.t-oil. per
~d >>r....'3.I-l.. 'fN11-V
~~-
\J "...1 u..-...
A ....r+..
J1t"<~~~... -"
~ECTION e.c:
t s_iho..... I .
$e_... -1
A" -
L
-"
-:V
--
~
~.A4E Joao..
, .,
...
IGWMi""
A"I:'i ,""4"
)'/'-
f:.
!l)OTE'S
L All ho\ISC ~o"".ch!1'ts sholl .... "it-I' i~l.d clQ~ pip., A- ;ncko_s I~ dicamcte... " e"cer'"
CIS o+h....WI.. raqulre,s_
'1:. The pt;rtimum slope. For 4 inch ,",ouae c.onn.c+iona .nail ..... 1/+ inch pef'" f'0rr0t-.
3. A.... Inch "'dd.l. choatr \e.e used wharc .....e.S.Qr':f and $nCl\1 pe connected -h:, the
ptpe consnt ulinq....... .x1"'tin, Y or T..Dr ,,"o+he "."t low.'" pipe \anti++'.
4. y~s mGM; D~ laiel ..F1CL........~n drp'ro"a' or....... E"n43inear.
5. C'oftc"'e"". -For chi....n.ys .he' ". I..S.. a ".,i_ conc:nst. a...&..tof.r.
8. Whe.n SQl1i+Clr~ S~.r no",.e cOD....c:t.ion:s are. .u.pflIorted on cOrtC'....ete .u~..o..t& J
th.., suoh hoUse ,onnact.on5 ~o'l b~tJnca.aed p.... c:l....ail fo~c.oneret:e ."'ca....,o"'
snow,", Oh Sta.ndard O"QW'I'"~ llJ.a.'Z.!t21..V ond the Canc....e+c. ~upe'.....s.I='01'" the housa
connection_ ~_\\ be I e'!C:Jfnefted G"'d """iCWh..,a to r~lI~ &UPpo... such .ncAS......."\- .
t. Cto-!ll"Pt.,..!'iS, ;,c:.w.... -':C_F'lido~i~t.!O"'\'i ,AnA f"'e,...Gl~u~1 c;K.d.M'\...... co,..........uc+~.... CI"~
.....Cl'IT Ie oe""Iio".-cau me_" 'Ina CI"rDVCl\ 0," '1'ne JU..IS tCT lor__ .CJe",c\j ."v.lyad.
R....I ..e,""$.d' Jfo"Jo,.c/ N. r,r-::- .;1 2-
Il.VIS/ON ApP'W" De"
elT... Of fA N 1&&N4Il'OINO. PU~IC. 'WCl.....,5 %IE PT. SfANVARP
0 fltMaOELj ~G 0' PLAN
~.iLtft; ~6~N~~fo O-t gOB
CIT'r' ENC4IUEEE.
o
o
o
A (MIN.)
TR"NCiI WAll
,z
e
(MIN~
13
( MIN.)
B(""N.)
NOTES:
I. CONCRETe EN&ASS..,'NT SHAU. ISE
INsTALLrp AS NE~"IREP BY THE
sP,r&/'ICATIONS 0'" PI",;e,T.Q 8Y"'4
ENGIMEER.
r ro,vCRETe $1I.4i.J. BE CLASS
4.Z0-c-rooo
UNDISTURIICIJ EAlfTN
C'ONCKETE ENCASEMENT
NO.1
TRENCh' WALL
/,
A (MIN.)
8
(ilm.l.)
8
(MIN) ,
,
HANP .$NA'I"J> UP
IN VNJ'J.J"TIIHIiI' .
.I AA rN
PIPE "IMENSIONS
1.1'. A .IJ
+.. +- +'.
6'. .". .,:'
s- .,- .,"
10" .,.- .,'.
11." .,- +..
,," .,.,. 4-'.
16- r. 5"
~r r 5"
tH.- ,. ".
z.r ,.. 7"
;1"- ,- eN
UNPISTVRBEP ..ARTH
CONCHETE ENCASEMENT
11 (). I.
RZV..r. AZ>D. _T4....c ".~.
1f.[.V. I .",;,~ J)&~ ~.
CITY Or SAN ./JEIi'NAIr"INO' pueLIC 'M)12I':>~ DEPT. APPROYEP
S TANPAItP DRAW/N& '{- I )J9~7
CONCIi'ETG ENCASEMENT Qrll1u~
.CITY .ENGINEE/{'
STANPARP
PLAN
S09
,
\~) '.~.:;;:(IMUllol f)lSTl\NCE BET\YEE~i PFF 'Iff,!..:' ANO iRENCH WA.L. $"1A.LL BE ~6..
(7) Mlr4!I<!tUU CO'\I'ER 15 REFERE~cro TO FL~RE F1NISHED FlNAt. GR".OES UNLESS 01l1~SE SHOWT\ or. p~OFlLr liRA'MNGS (36. MlN).
1,@.;.lJPPOR1PiPEWlTt!S.ANOBAGSAND sPOT ~OAO PIPE AS P.EOIJrPED OURINC INSTAL.ATlON OF CLSM IN PIFE lONE AND
;::.q~[ BEDOlNG AREAS.
! (~'; :_'ll.GDNAL ?"vEME.,.;~ REPLI..C!:JJ!::Nl 'S N:)I Pt::.RMITTED
1- . .
I @ i,_:'.;~ mEHCH ClJTS WITHIN I!.' FRQU ""Hl (DeE.. ~ "AVEME/\oI. _,,,loNE LINE.. CURB OR ::;u"T[R Sli.LU~ "':"\/";' Iht r:/lVEMENi "~rCI~
'I -". E ':~DED .0 r-iE EDGE <Y PA'.IEMENT. i..ANE: UNE. CURB OR CJTIER
(t.0 ,,( :::..01; 1EP. LESS THAN J' -0" ALLOWED.
I (:2, ,. rc~ M^ TERIAL SHAI.!.. BE UKE IN KINO.
r-
i
I
t
I
o
0,
I~
1'-'
I ~'~
I~
j~
1 <:,
i ~;
I ...~
i, <
:.::
0,
o:{ \'~ -:-I~::': :.
.; ;. "'t.Mt~~ .
~[\,~:'r. ~.R~.~ ,-;;:.,_.
---.-J&.:..;.,
""REkCH "",01": __, ~:
lRf.NCH LDGC;:-+- --- ---(!)~X~)
",l
. f-'
-.-.-;- -.. ~._~,.....".<...>/.-,~""",
: . ~ ,/?' /./.? '/,'. /.: '
;u__. . '-."5'.
, - . - t~ I.
----- -...-::::::::::>> I
- '.' ........ ..... :,'j I Mfhl 1
~. OP LrS5 -- __1
----1:-
~r !' oR LfSS-:
THEN I
~ ROAO>IE/REPLACE i
, S'.ISnNG AC '
, STiiUC1\lRE SECTIONI
i ' ~EP. NOlES: !
: . ()@@@ b.~.
~ ,'I
! " ~ ~~Slp~ _';:!
.. ' :-ij
filth CO. n W'l. OR ("'::m'r~ i
E)(ISTING AC STRUCTuRE '
";[CiON PER ""O'T':::S.
C)~~
.... !
:31!
ti..:..
30
TY?
1"'-"'-
I' ,.
~,
~
''1
. ---1-. -,. .. -..., ,.
..... -....
......... .
....,.... .
_0----__ .
fO
--~
J,.'
, c::
:;;
'"
'.j
,.
2:~i
:r'~
;,It.~~
',.l,," m[NC~ ,^~(:1~..-"-_,.
5,1(~.:'
::vR8 AN[; Cl.; TIEF ---:.
(IF EDGE :OF ~,,-..:'DAnn
. .
. . . ...-1. .,.-..
_.,_c___~'.,.. ',. .._, .c':.:.;.
',.", ,......
... ';0. '.;.; ".-.,
- ...
. . . - ' ,
. '. - -.....
~,.,.::_,.. ." '
~P.E~CH E':":-(,;E
:9C~~
0:." '.'i',
. . . .' .
------'~-'-'.
=-AVEMt:r'p, j~_C'L;~,~_EME~~ -: ~JMITS
-:-"~";:.iCA~_ SrC--:-!Cr.~_
~~U:-'.-.:,.c...,. f~I:~ft-- ::-Jf2 '::'._TRE.\tCd..JiQ ':":',5: DP :','j i.l:RE:'~1E[' 8'~' -HE ENGINEER
l.:.i :~S;'l1!"Lr P:",::--;~ T~'H\::KNESS St~..:.u. S[ .; ~N:HE3 MINIt.CUA Or.- 1. GREATER. rrlAN EXISTING ,1.C. WHICtiE';(R :5 GREATER. TRENC..,
',w-:n.; SdAl!. t1[ ev SA.#! CUT ONL "'. A!'"~H."',- T DATCH IJA'~ SE [~"',tIN....TED OUTSIDE THE: ROADWAY PRIS"" COLO UILL OR GRINe;
'..~;~,';"!'; :.~HI':'L - '::ONGHiiT:: P6,V[M::"F 'c ; Jf.PiH rJl- r:;.l~; 'It.lHIN iHE. lRENCH o'\RE~ ^J.m -0,..1 L!:.AST ~,O' BEYOtID 'l-fE
.". '_,; --..:~ ""i:1f;,.:,:;.-'. (iP REMOvE !='U'! r:~P"".-f C"F A~T"r:r'L-:- -:::-lNCRFif SECnc)t~ 'MTrllh T-tF. :i.Ah.'f Ut-ll~, MORATORIUM STRE=:~S'
...:-:.:;,: ~r.t)J:';;:-' -:UE. ,",AvT REO., ~WrHc.~llf.t; n)R NEW Sl~EETS oP J:-JLl ~EHABlurATt:J ;;mEE.'rS WlTHIH ''-It: ~AST ~ YEA.~S.
,?:t.;OING s;-j.l....... BE ExTENDED TO TH~ J:"uu iR.o\F'F'lC LANE. ;.oCR STREETS :HAT HA\~ BEEN SEr,L CO;..~O "JIll-tiN ~l"\E ~S: :5
~,'__. ;'-l~. r?ENGt,.. ARE.l\ SUP~ACE SHALL 3E SEAL COArrfJ W1~ S1Y.LAR UA'TERtAL rc '!}it: PES! Of TI-lE SlREET. ANY TRENCH
'. ,.,~-n.,!f. i1-1[ 5M.~t ;.RE:'. l.!:SS TH;lN ON[ (i) "'EA=-' C;"C ~.R[ CONSIDERED ~ULl1Pl.E 0;:2 MU:..l1PLE Cu~ 'MTrlIN 100' or
. :'Cri 07HE~ !JADE 3'( '~1-iE SA,.,.E ::NnTY SHA.U. 8E REOUIR::D TO GRIND ,lI,ND OVERLA.Y CU5' FOR -:"HE =-UL_ U.,NE 'lIIIDTH BETWEEN
r: .;,...0 1~~C-JOl~~I; Th[ curs:. EX1STItJG CC-NC~El"E ROl-.DW1.YS Sl.iAU BE REPLACED W.T.... Ci..iSS. 520-(:-2500 CONCRETE or
f'X: :,(. fH:Ci<NESS ::o~ JOINT ra COLD JOINT IN ACCORDANCE. W1TI1 GREE.NBOOK SEcnON 201-..;:2 AND ;NS r..:..u.ED IN
,,:~~-')Pc.'ANcr Vt1n-~ 'ST4NO.AP.!) PlAII. 131-1 or THE AuERICAN PUBLIC wORKS ASSOClf,..:-ION SIt.."~D;.~D :'>l.lo,N$ fOR PUBlIC WORK~
'-"~'i:.~;!l:cnON ~,~'rr:$r rmf;ON
'?' :H)t,-C 8ASE: :RLlSt-;E!i r.GGREGA 7'E BASE (GREE."'iBOOK SEC:IOH 2OC'-2.2.) 4- INCHES OR MA"'CH EXISTING SEC11ON. 'i\'HICHE\,'ER is
::~::.". 1"(R. 95~ DENS! i1 Ptj.,CED IN NAklMUI.l .:. INOi uns. E"Xi5nNG CONCRETE ENCOUUTERED 3ENfA T;.-j THE '\SPHAtT PAvOotCNl
i'::;ADWA-"I Y-i......:..:.. BE COMPLac_ 'r RE~OVED AND REPLACED WITH CRuSHED AGGREG'-.TE SAse (GREEN BOOr:, SECTION 200-2.2) TO A
r~'CK~~ESS EQUA!... 7[1 iHA r OF" THE' CONCRETE REMOVED. "
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C8pItaIImpIO'l.....nt Program
Sewers
Cllpigl ProjKt Descriptions
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'''OJECT
DEllCRIP110H
FU....NG
COST
--
SW'"
s-.r MatI ExWlsiOn
In....... oI300fHt for SFR
De.4h..,........1I
_L...
CoNlNd>on F....
ow.e
_Ma~
&tensIOn of MatnS.wI line
...... .."II.~.lCI
...... ....
~F""
SW-C Ret\8billlateManflOles
atVIlOOl.lslocattOnS
OW.O Sewer SIOf\Ol'IS
SW" MiscellaneouS SwMer
RepaIrs
SWOI..o2 1 llh St~t Sewer Milln
Replilc.ement
SWO..ot Carcn 8hld Sewer Matn
Replacemenl
SWO'-11 131h Street & ~G~ Streel
Sewer "'ein
R"KMWnI
SWOI-13 'f: Street Sewer
Repl_
swaa-1( 'G" Street Sewer
R......."."
r....
Repw or reconstruct fa;tinq
INflIhoIesC<<yWic:le
sewer Litle
Maintenance Fund
F",,"ing . Vanou'locallOnS
_L"'"
Maintenance F\;ftd
_L"'"
MllI"Il.en8nCe Fund
From Wilson SI to i~ Street
Sewer line
Maintenance Fund
From Ur\iYerSity Pkwy 10 Fern 5t
Sev.erllfle .
MaIntenance Fund
From'-'1hoIStIORs.IIoAve
-....
_Fund
From 9ItI Street 10 4th StrHl
Sewer L 1M
Mll~Funcl
o
~()'O ~i)11
50.000
sw.... Seww Main ElltenSiOl'I In oceas gf 30IT fa" SFR $eMrl;ne
0...10...._.. ConIlruCllon Fund
OW" Sewer Main EllMns6an aI .... _ L.... Sewet line
....,..",_~;.Ii8.-wlg Canltl\lCtianFund
SW-C RehatHWaIe ......, RepaitOf~1aiMg Sewet L.ine
....8ricusLOCoIIIionI mMhoIa City wwse ~FU'1CI
SW.., Sewer Siphgnl FIuiNng. v.nous l~ _uno
~FWld
SW" MitceII...... s.... _Uno
-. MWUMnce Fund
_-0, 11th Stt.- Sewer M-.n From WdIon $110 WI~ street _uno
R",_ ~Fund
T....
.--
OW.A $.-. ...., Estensten In uce..cl3C.O'" for $FR s..er Line
De..k,...._.t ConstNdion Fund
SW" -- e:a-ion of ,.ins 8ndllne Sewer Line
extensIOn _+-lHflllg ConllWdlOR Fund
SW-C RftbtlllaM M8nnoIeI Repuor~f8&ling _LIM
. VwtouI LcaliaM _c.or_ "-If'lIerWICeFund
SW-o Sewer'SIPf'Ol'lS FIuIIIing" v.iOUIlcahoM -"""
_FuncI
0 SW.. MlKallaMDUI Sewer ......"""
Repalfs Maanten1nC8 F~
161
50.000
100.000
50.000
20.000
250,000
1.200.000
86.000
1,oeO,OOO
475.000
1,ns,OOO
'.081.000
100,000
50.000
20.000
250.000
1.775,000
2,24$,aoo
50.000
100.000
50.000
20.000
250,000
101QlS12001..AM
o
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o
City of San Bernardino
c..... Wpl'O'llment Program
Sewers
Clpltal Prated Oeecrtptions
SWIll'"
PROJECT
DESCRIPTION
FUNDING
....000
--~I"._III.-"""-
ISth S1rMl FW7ts SI.
EVard $1 s.w.r Maln
-...-
Tota'
From"" vernon "'",.to ~s 51
to Evam. St to ..r Street
S-L~
~~Funcl
;:0122(1)
COST
1.435,000
sw.... Sewel Mall\ Eidef\$lOn In pcess cf 300- for SFR Sewer Line
Qe..oelopment Construc11ot1 Fund
SW.B Sewer Mall' ExtenSlOl1of M..ns..-dline SevwerLone
ell'lenSIOfl eng'neeflng COl1$tnJcltonFI,IO(l
SW.c Rehabilitate M.mholes Repau Of reconstruCt lalhng Sl!wef l,ne
al Venous L<<allonS manhole" Clt1 W,clt" Malnten.lr\GO Fund
SW"" Sewer 51Choos Flushll'lg 81 VlIt10US lCCatlcnS SeViler~ne
Malnlenanoe Fund
SW-E IrJhseetl.1neoo$ Sewer SewerL.ne
Repairs Ma,ntenance FUll<l
SW08.(l4 16th Suee!. Pems SI. From Mt \/ef"on Ava (Cl Perns S~ S~L,ne
Evans SI Sewer MiIIt1 to Evans 51 to -J' 51reet MaIntenance Fun4
Replacement
Tollll
161
100.000
250,000
965,000
1.431,000
SO.lXlO
SO.lXlO
20.000
to''OII2ClOI'JlAM
o
Attachment "8"
o
o
Attachment "S"
SEWER MAINTENANCE STAFF TRAINING
o
The City of San Bernardino Sewer Maintenance staff is required to complete various types of
training as listed below. Maintenance staff is encouraged to study, prepare for and take CWEA
Certification testing. The following is a list of Sewer Maintenance staff training:
Training List Yearly Every
two vears
CORE Customer Service X
Harassment X
Commercial Drivers License. X
CWEA Certifications X
EQUIPMENT Mainline Cleaning (Hydro jet. Cable rodder, Root Saw, Chain Flail, Warthog) X
Jack Hammer X
SSG Spill Van X
Pump Trailer (6". 4" 3", 2" pumps) X
Light Towers X
OPERATIONS Confined Space. X
Gas Detection . X
ShorinQ . X
Traffic Control. . . X
USA Locatina ' X
WorkinQ near railroads. X
I WorQ Data Base X
SSG Mock Spill X
SSG Prevention X
. PUMP CREW Electrical training X
Back up Generator Trailer X
SCADA X
Pump Repairs X
EMERGENCY Hazmat 8 hour X ..
Emergency Evacuation Plan X
MEDICAL TRAINING First Aid Training' X
CPR. X
Heat Stroke I Dehydration .X
Blood Borne Pathogen X
Contractor training.
o update; 4-22'()9
o
Attachment "9"
o
o
o
o
o
SPILL PLAN
INTRODUCTION
The City of San Bernardino's sewage collection system is maintained by the Public Services
Deparanent. in coordination \\~th the Public \'('orks Di,-ision of De,'elopment Sen-ices and the Water
Department. The purpose of the network of systems is to convey raw sewage to the treaanent plant
for treaanent and final discharge to the Santa Ana River. Failure at any poinr within the conveyance
lines can cause a spill of raw sewage, with its attendant problems, including threat of a public health
hazard and contamination of the environment.
The purpose of this plan is to identin.the basic elements of the Cin.'s sewage spill response plan, assist
and train employees to comply \\~th the responsibilities of our action plan and ensure that appropriate
entities are informed of each sewage spill.
RESPONDING STAFF RESPONSIBILITIES
The first crew' to respond to a sewer back up and/or spill has the immediate responsibility to protect
people, property and the em-ironment from the affects of a sewage release. To meet these objectives in
a rapid. efficient and organized manner. staff shall respond and fulfill the duties in the following
categories as directed by this plan.
CONTAIN...spilling sewage..keep ir from entering watenvays.
Keep the sewage where it can be recovered and returned to the sewer.
Make the best of containment opportUnities, take advantage of; flood control
facilities, construction excayations, vacant lots, etc.
Containment materials...sand, sand bags, poly sheeting, "'tc., however, ensure
sewage does not enter facilities, which drain to waters of the l1nited States.
CONTROL...the spill..relieve or bypass area of failure.
Bypass the obstructed line or pump the spillage into a different flowing line.
CLEANUP..,the affected areas...to ensure public health.
Remove ,-isible debris.
Washdown and contain the affected area being careful not to create a problem
somewhere else.
To disinfect or not to disinfect?
...consider requirements of other agencies.
...consider beneficial use of receiving waters.
...consider the uses and ownership of affected property.
Clean-up of hard and soft surfaces.
o
o
o
DEPARTMENT RESPONSIBILITIES
PUBLIC SERVICES DEPARTMENT
The Public Sernces Deparrment is responsible for rhe maintenance of rhe saniury sewer collection
system. The Department is also responsible for maintenance of manholes, sewer siphons, and rhe wet
wells in all sewer lift stations. The Department is responsible for reporting spills only within rhe area of
responsibility as mentioned pre\-ioush.. Spills outside rhe area of responsibility may also be responded
to, and assistance pto\"ided to orher deparrments as necessar;" or requested to protect public healrh and
the en\-1.ronment.
DEVELOPMENT SERVICES DEPARTMENT
The De\.elopmenr Sen-1ces Department. Public \\larks Di\"ision is tesponsible for rhe maintenance and
repair of all sewer siphons. The Department is also responsible fat the maintenance of all construction
and as built sewer plans and rhe saniun. sewer collection system atlas.
WATER DEPARTMENT
The Water Department is responsible for all facilities on rhe Water Reclamation Facility property and
rhe "E" Street sewer lift station property including maintenance, repair, reporting and Reclamation suff
training, see Appendix "r, Water Reclamation Facility Site Plan. TItis department is also responsible
for rhe City's industrial waste pretrearment program, and may assist orher departments when requested.
o
o
o
TRAINING PLAN
Training is dle key to the success of this plan. \'\"idlin thirty (30) working days of the appronl of this
plan by the California Regional. Water Quality Control Board the training sessions below "ill be
conducted. :\dditionally, emplm.ees will re\.iew the orientation exercise ".ery SLX months; one tabletop
and one functional full-scale exercise ".ill be conducted annually.
ORIENTATION EXERCISE - This exercise will consist of a lecmre with handouts and
m'erheads cm.ering all aspects of the response plan. Each employee will learn what their
indi\,idual duties and responsibilities are and how to work together as a team.
TABLETOP EXERCISE - In this exercise, equipment or deployment of resources will not
be used. All acti\':ities will be simulated. Employees will learn through discussion and the use of
a facilitator. The exercise "ill focus on the e\'ents leading to a potentially catastrophic spill and
how to mitigate the effects.
FUNCTIONAL FULL SCALE EXERCISE - This exercise will simulate a large-scale spill
where employees will respond to a mock spill. Equipment will be deployed including sewer
trucks, pumps, and contairunent equipment. A confined space entry exercise "ill be conducted
in conjunction with this exercise. Back up resources will be controlled and included in one
exercise. Following the exercise a critique will be conducted in order to improve this plan.
THE FOLLOWING DETAILED PLANS ARE TO BE FOLLOWED ON ALL
OCCASIONS WHEN RAW SEWERAGE FLOWS ONTO PRIVATE OR PUBUC
PROPERTY.
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CA TEGORY I AND II: SPILL RESPONSE PLAN
FIELD PROCEDURES
1. .\RRIY:\L: Emergency Response Crew arrives at site with Yactor and contingency equipment within 1 HOCR.
., :\SSESS SITE OF SPILL
. Call for backup if more Yactor trUcks, crews or pump crews are required.
. Check underground map books to determine best method for spill containment.
. Take Photographs close-up and of spill area for determination of volume.
. Contact Supetyisor
. Leadworker calls RWQCB, OES and County Health.
3. B.\RRICADE .\ND POST
. Ensure public contact does not occur.
. Direct staff to cone & barricade spill area and utilize approptiate signage to direct pedestrian and auto traffic
around/away from spill area (signs & cones). Post flyets "\X'arning! Raw Sewage Spill. Area Closed. Keep
children and pets out of the area. Sewer Maintenance 909.384-5045." Street may be closed as necessary after
contacting Police Department and Public \X; orks.
, If discharge is reaching storm waters, post the "Contaminated \X;ater" signs and block the contaminated areas
with ,'ellow caution tape and barricades." Signs are not to be remond unti.! authorized b,' a Supe",~sor.
. Photograph Barricaded ,\rea
o
rEI' ACTIONS
1.
Diversion & Containment
DIVERT AWAY FROM SENSITIVE AREAS
(Schools, Daycare's, Playgrounds, Intersections, Creeks, etc.)
. Install air plugs on storm drains to contain the spill.
. Divert using small berm to change direction of flow back to sewer.
, Di,-ert spill by pumping around overflow and rerum to sewer.
CONTAIN SPILL & RETURN TO SYSTEJ\I
. Contain spill by letting it collect in a narurally low area and recm.er sewage when time permits.
. Dike/Dam (or sand bagging) spill by building dirt berm to colle~t spill.
PHOTOGRAPH DIVERSION & CONTAINMENT
2. Clear Blockage RELIEVE CAUSE OF SPILL
'Relieve the stoppage as soon as possible by use of Sewer Rodder, Hydro-jet or Snake (flex).
, Have Vactor set up downstream or use trap at downstream manhole to catch any debris that may get
released.
, Refer to and follow all Safety Regulations.
o
3. Area Clean-Up CLEAN UP AND DISINFECTING
. Remove all signs of gross pollution (solids, TP, etc.)
. Spray disinfectant (and broom area). Wait 10 min.
, Flush area with water. The amount of flush water should be at least three times that of the spill.
, Water shall be contained and rerumed to sewer.
PHOTOGRAPH AREA AITER CLEAN-UP
o
Contact Code Compliance - If the spill is a lateral problem, notify the resident of their responsibility and if
the property o\\.ner refuses to correct the problem. contact Code Compliance;
CODE COr-.IPLL\NCE PHONE Nl'MBER DA '>."TIME 384-5205
OR 24 Hrs. 384-5757 to 5759 Fire Dispatch
5.
CC1Y - CC1Y to be performed as soon as possible & within 24 hours of spill to help determine cause.
Burned 0\1) of pipe inspection tequired.
NOTE: If the spill has caused damage to ptinte property, a copy of the report and photos must be provided to your
supen-isot. 111e supcn-:isor will check and fon,.ard the report and photos to Risk Management if needed. Confine
picrores to onll. the affected area. Contact the Risk Management Division at (909) 384-5308.
Determine Cause of Spill- Grease or other obsrructions, describe what caused the problem and what actions were taken
to correct the problcm. .Ibis information is required for Department records.
Check and Clcar Downstream r-.lanholes - There's a possibility that debris may accumulate at the next down stream
manhole follO\,-:ing a bad.-up. Alw,,'s check the manhole to ensure that the line is flo\\-:ing properly.
Clean L'p Spill.\rea and Pick L'p Containment - Lea,-e the area as clean as possible. Pick up rags, papers, etc. Emphasis
should be placed on removing all materials that are on or around the contaminated area and all materials used to clean
th.e contaminated area. If necessary, remO\.e am. contaminated soil and deliver to. the \'Vater Reclamation Facility.
BEFORE \X'.\SH DO\X")J OR DlSI",FECTIO~ \X'HERE NECESS_\Y, _\LL CONT_\l\IlN_\TED l\L\TERL\LS
-\ND CONT.\l\IIN.\ TED SOIL Ml'ST BE REl\IO\'ED. Wash down the street, sidewalk, manhole, etc.
o Printe Property Spills _ Cin. Staff should be aware of, and monitor, how the spill and area of spill is contained and how
the materials are disposed of. To ensure proper containment and clean up, the City may ha,-e to assist clean up by using
Cin. Staff and equipment, then back charging the responsible parties. If the spill should reach the public right-of-way, it
is then the City's responsibility to contain the spill and assure a proper clean up.
Appendices:
See Appendi.x "B and C" Public Ser\-:ices Department Call Out List
See Appendi.x "0" Emergency Call Out List
See Appendi.x "E", Outside Agency List
See Appendix "F" for list of equipment
See Appendix "G" Agencies Bordering the City of San Bernardino
See Appendi.x "H" L'tilities
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City of San Bernardino
Public Services Dept.
Lift Station Locations
FOOTHILL
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MEASURING SEWER SYSTEM OVERFLOWS
A.
VISUAL METHOD
To expcdite system m.erflow calculations thc \-isual method, using the attached senc, of photos as a gaugc. is
suggestcd.
This should be used as the initial assessmcnt but should not be the sole tool used to calculate o\-erflow ratcs.
If using this measurement system, it is detennined that a supen-isor must be contacted. Either the gauge or
calculating medlOd mu,t be petformed to more accurately measure the flow.
B. MEASURING GAUGE METHOD
In order to measure the \.olwne of spillage from an overflowing inspection hole, follow the steps below;
I. Rcmm.e the inspection hole cm'er.
~
Place thc measuring device m'er the inspection hole, making sure that thc device extends full\' over the
operung.
3. Placc downward pressure on the measuring de\;ce to msure that the rubber seal on the bOllom
minimizes flow from escaping.
4. Ask a co,worker to read the flow rate that is established by noting the highest point in which the flow
escapes the de\;ce. The rate noted on the de\;ce is measured as flow per minute.
IMPORTANT:
ANY SPILL MUST BE REPORTED TO CALIFORNIA REGIONAL WATER OUALITY
REMEMBER THAT CONTAINMENT IS OUR FIRST PRIORITY. PROTECT STORM
DRAIN SYSTEMS WHENEVER POSSIBLE AND ATTEMPT TO DIRECT SPILLAGE
INTO AN AREA THAT CAN BE REMOVED LATER.
5. Take a photo of the .measuring de\-ice in order to docwnent the flow volume for our records. l\Iake a
note on the photo listing; rate of flow per minute, date, time, names of employees invoh.ed in
measuring the flow rate and total spillage.
CALCULATING SPILLS
o
The purpose of thIs report Is to take Ihe myslery out 01 calculating spills. Ninety.eigh
percent of aU spills ca.n be calcu'ated using the ty.oo examples dls.cussed In this
section.
I use the ortfiC9 equat;.,n when I try to flgure out the volume of a spll!. Unde....tandl'"
the 0rif"1C8 equation Is nol as complex as II may sound. " you know the diameter of
the hole (I.e.. pick hole or annular space between the ring and cover) and the height
at which the ftuid Is comIng out 01 the hol... then you can figure the ftow ouI of thaI
hole.
The equation Is O=CaV2gh
Wh...... 0 _ now of fluid 'rom the ho....
C _ c::oeff"ldent of dlseharge.
a _ area of the hole (meaSU1"ed In It).
g _ gravity (32.2 ftIaee) and
h _ height of the fluid OIbo"e the co",er (m.....ureclln ft).
The ooeff".c;ent of dlseharge (0) Is thepro<luc:1 of the ooefflcIent of velocity (CV)
multiplied by the ooeffIelent of contraeUon (0<:). The values tor CV have been found
to vary from 0.954 for 314 Inch orIfIoes 110 O.99t for 2.5 Inch 0ri1'ice.. The vat....s for
0<: have been found 10 vary from 0.67 for 314 Inch ortflcea to 0.614 tor 2.5 inch
orifices ~
Exarnpa. .,
o
You re~fve a ...port of. spiU occulTing at 12 noQlOn. YOtJr crews respond to
the spill and ,eneve the splll a1 2:30 p.m. In addition. they inform you that the
flow _as coming frQtn two 314 inch pick holes In the manhole cover. and
when they an1ved on the scene. the now appeared to be coming out 01 t....
holes approximatety four Inches above the lid. \'Yhalls the total flow that you
are to repon to the Regional Board?
Assurnpttons for Example 1 spill:
1. Flow atarted at noon and was Slopped at 2:30 p.m.
Total time of spll1 was 2.5 hours (150 minUt_).
2. Flow was coming from \>NO - 314 Inch plcl< holes.
The area of eadl3l4 Inch hole IS 0.4417111n. (s_ Table 1-2).
To convert In2 to ~ multiply by 0.006944.
Therefore. a _ 0.441 79 Inch Z x 0.006944 .. 0.0031 .ft'" lor each hole
3. Flow _as coming out of each hole at a height of four Inches.
To convert Inches 1IO feet. multiply by ,;:=:"
Therefore.
1 /oat
H- 4 inches>< 12Inches-O.33ff
4. The ooe''''c'''nt of dlscharJ;je. C _ CV x 0<:. FCH' . 30''' inch hole
CV - 0.954.0<: _ 0.67.
Therefore. C _ 0.954 J( 0.67 _ 0.639
5.
Using the ortf\ce equation OH' _ C...J2f1H the flow from each hole Is:
o
OhoO.639((0.0031 til>V2(32.2".....2)(0.33n)
o Exemple 2
In this next Example, the lac1.s are similar to example 1 except. In addition to the
flow comIng out of the two pick holes. it Is also coming out 01 the 114 Inch gap
between the ring and cover at a height of 4 Inches.
7. In eddition to steps 1-6 In Example 1. you also need to ngure the total
area where the flow Is coming out betWeen the ring and cover.
We know that the relationship between the ring and oover
probably looks like this:
36'
I
1/4' GAP
1h
~NGI
nl
'RIN~
COVER
This problem Is made simple If you take the 10 of the rlng (shown here to be
36 Inches). flgur. out Its area and subtract It from lt1e area of the cover
(shown here to be 36" . 112" _ 35.5 Inches). Since both of these areas are
circJes. we know that the fOr1T1ula Is A _ ..(012)2. Thereto",;
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A
_ A ring . A (X)'\f8r
_ [><(36/'2)2) - 11<(35.512)~
.. _ 3.1416
_ [3.1416 (324)) - [3.1416(315.1))
_ 1017.9 - 989.8
2 . ..2
_ 28.1 In x 0.006944 - 0.195 rr
8. From example 1; H _ 0.33 ft. g _ 32.2 WSGe. C - 0.639
9. Using orifice e~uation OooCa...J2gh
0=0.639({O. 1 95~)...J 2{32.2~~2)(O.33ft)
_ 0.574 ftlsec - 257.82 gpm
_ 257.82 gpm x 150 min _ 38.673 gallons
10. In thIs example. flow was coming from twO picl< holes and the space
between the ring and cover. So In this example we must add the flow
calculated In step 6 abOVe to the flow calCUlated In step 9 above
_ making the total flow of the spUlln thIs example:
at
_ 1230 gallons + 38,673 gallons
_ 39.903 gallOns
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5 gallons per minute with gage
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10 gallons per minute
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40 gallon per minute with g.age
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80 gallon per minute
110 gallon per minute with gage
60 gallon per minute
100 gallon per minute
140 gallon per minute
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170 gallon per minute with gage
I 290 gallon per minute with gage
400 gallon per minute with gage
200 gallon per minute
300 gallon per minute
400 gallon per minute
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CHAflEL WALL / r
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WITH 4 MIL. PLASTIC
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PLAN VEIW
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. SECTION "A" - "A"
us.
HARD BOTTOM CHANNEL
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MINIMUM 2' - 0"
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SAND BAGS MA YBE USED
INSTEAD OF FILL,
AS DIRECTED
MINIMUM 3 BAGS HIGH
3 BAGS ACROSS
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MINIMUM 2' - O.
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N.T.S.
SOFT BOTTOM CHANNEL
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SECTION "A" - "A"
4 MIL. PLASTIC
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AL TERNA TE HARD BOTTOM CHANNEL
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BMP: STORM DRAIN INLET PROTECnON
GENERAL DEFIl'<TIlON
Devia:s 0( various <k$ips ""bidI <leWD sedlJDeot-1adot tIlllOtf aod allow dle ~\ illll
sellle prior II) di$cllarge UIIO a lloaD draiII inlet or caIdl basiD.
SUITABLE APPLICATIONS
. Every $IOOJ1 draiD iulet m:civiDg sedimcot-Iadot nmoff sIIooJd be prou:cud. eilber by
coveriDg the inIel or promoting sedlmc:ntatioll opsueam 0( II>e inlet.
INST ALLA nON/APPLICATION
. Five typeS 0( inlet pI'OUlCIiOll ore pR:SaI~ below. bonver. it is m:opized tIlal CKbc:r
effective meJbods aod ptIJIlricl8rY device. exist aDd may be "'~-
FtIIet Fabric Face: ~ for drai.Da8e basiDs less llIau ooe aae ..;d11ess
\ball a , pen:ax slope.
BIocIc aod Gtavd FUlI:r. AppropriaIt fo( flows pw.c:r tbau 0.5 cfs.
QQvd aod W"n Mesh Filta: Used 011 curti or drop inlets wbere CQllSlrOC:IioD
eqWpIIlCDl may drive over dle iDIet. .
SaDd bq banic:r: Used 10 == a small sediIooll np opsueam 0( iDIet1 OIl
s1oped. paved snca.
Excavallld Drop IDIct Sedime1It TlIp: AD exava~ area at'llWld dle iDIetlO Itap
~""oent (see ~""'.TlIp ESe ,5).
. SeIeClIbe "W'''I''i.arc lYPC 0( inlet proccc:tioo aod <k$igll as tcfem:d 10 or as described
in dlis fact sbecr.
. Use oaly for dr3iDa&c areas smaller llIau ODC acre uuI= a sedimeDt Itap filst iu:roept5
chc ruootf.
. Provide area atOOIld dle inlet for _ ., pood witbout OoodiDg SUUCIIllC$ aDd
I"~l)'.
ObJedlvu
lIouMt""P'tI/I p",,",
CtlIlUin Waif
IIlnimlZl 0WUtb<<I Ana
SUbjI1z>> DIstufb<<I Ana
ProlAcf S/opWCIIame/I .
=:.~
T.~1Id PolIw/ltI
.~t
o NutrftInt1I
o ToxII: IIIIlerilJ,.
o 01140-
~ ~,.",.,....
o ou- C<l1WftVCt/olt
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o ". t .fr .......
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Implementation
RequtrenMnb
~ Capital c.-
O 0&11 eoa.
~ JIai_
o TrrllnIn,
OS<llU1bllltyfw
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REQUIREMENTS
. MaiDlcaaDCe
1nspcct weekly llld Iller elldllaia. I . HIgh 0 Low
RcpIaal dogOlS ~ fabric or _ filI=s """'~"'~7.
Rt:move sed""oenl wlIeD depdI v"-' IWf dle beigbt 0( dle m~. or balf dle ESC54
depC/I 0( lbe ~ Itap.
Rt:move as sooa lIS ._ sol1s arc Sl3biJlzed aDd SlIa:lS ore sMpt.
. eo. (source: EPA. 1992)
Aw:rqe aamUlll cost for _.n....,., aod maiIIlCD8DCIl (l 7f:IIl useful ute) is s150
per IDIct.
CoascnIctloa Handbook
MIlU, 1m
BMP: STORM DRAIN INLET PROTECOON (ContInue)
LIMIT" nONS
. DraiDaae Ilea sbooId llIO( exoeo1 1 acn:.
, RIIIlO/f wil1 bypass p-oco:ttd iDlClS oa slopes.
. PoodiDa wil1 occur at a pro<<ect.cd inIe~ willi possible sbort.lCtlIIlloo4iD..
. Straw bIlIes arc IlQl effective for iDlet ~
ESC54
~
o
o
o
CpDSb ucdoa Raodboolt
MardI, 1993
o
Additional Information - Storm Drain Inlet Protection
SlOOIl dniD inlet proIOCliOCl t'QllSislS oC. sodimcmlillefOf an impouDdioa area aroomdor ~aam olaSlOrlll dni.a. <<op iIlk~
orClllb illIeL lbiserosioa llld sediJDeolllioa aXIlI'D1 BMP (lRVCllts excessive so1imCOI fItlcD eor.erioa SIOl'lIl cbiDaae IJ$lCIIIS
piot 10 ~",,'neollrabiliuDm of me diSIllIbed au.
All OIl-silt IUllIIl drain inlelS sllould be proucle4. Off'SIle. inlelS sbouId be proc.catd in ...as ",bcrc cOllSll'UClioa acllV1t)'
ll3d:-' sedimenl 0Il10 paved artaS or ",bcrc illJclS =,ve runoff from dUcurt>ed areas.
rn~tl\II:ui('jnf"pl;r~rlnn {"ritm'll.
Plannlna
l.ar&e aIIlOUlllS of sedimellt coay elIter me '1IlIm dt3io sySltIIl ",beD srorm clrailIS al1: in$WIed before tllc upslopedraiDaaearea
is SIabili1ed. Of.bere COlISlNClioo is adjaceoUQ lIIelUSliDa SlOlIll drniJI. InasesolexllCllC sedimeDIIOIldiD&.1be 1lOrlIldr2iD
itselC allY dol llld Iosc .1I1lIjor ponioo of ilS apo.::ity. To avoid I.bcse problems. il is oeceswy III (lRvellllCdimclll fItlcD
eoteriDa tllc .~""" 11 tllc inlets.
1Dlel0000ll'OllllUSuteS presented in Ibis llandbookslloukl QO( be used rcc-iolelSclrUliDamcre lhIIl one acre. RlmoIffItlcD~
dUl11lbed =sbouId be lint routed 1hrouah' TCI11ponly ScdlmenITIlIp(sceESC 56). DilferellllypesolillletprDUlClioo
an: ~ for different applic:llions dcpcoding OIl si'" condilioDs and me lYPC of inleI. InIc% proteClioo metIlOds IlO(
p<eSeDlCd ill tIlis baDdbook sbouId be 3plllOYed bribe In<aI = ""'tel =semenl agency.
c....ra1 Dalp and Ilzlna criUria:
. GrlIleS wi spao:r:s arouod all inlets sbould be sealed 10 (lRvenl scepace at secliment-Iaden W2lCr.
. "'-avl/C scdimclIlSUlllpl (",bcre occded)l1ll2 fcecwid12:1 side sJopc:s aroomdlbe inleI.
o
ImtalllliCMl procod..... for lIIt.tr fabric f.....:
a. Place 2 incIl by 2 iDcII...oodcn sukes anllIIld 1be perimeter at tile inIetllllV~"" at) fect"l*'lan4cme1bem1l1casl
8 indlcs mill tile pow>d. 1be sukes IIllISl be 1& \eo$() feet Ion..
b. ExcavaJe 1 treDdl approximaJdy g incbes ..;dc llld 12 inc:bcs deep around tile CllllSidc perimcI:r at 1be sDb:s.
Co Slaple tile fl1lcr ~c(for awczWsandspcci6c:alions,sec SihFeocc ESe 50) 10 "OClden staIoe:slO dlIl32lDcbc5oC1be
fal:ll'ic: ""tends out an4 caD be Ibnncd bIrD 1be lrendl. Use beavy-duly wire IllpIes .Ieasl 0llC indI ia JoDcdI.
d. BacIdU11be lmIdl wilb 314 incIl or 1es:I wasIlcd pavel al11be way aroond.
lmJal\aliCMl prncod..... for block IlDd .....1 mlr.
a. Place bard....... cIodl or ~ wile me:sb wilb ooe.balC incIl op-ow,1" over tile drop iDIellO dw cbe wire CIIellds
lminimllll1 olll'oot bcycacS cadl sideol cbe iIlIet.lI'lICIIIre. If mon: Iban 0llC suip is .... y. OYeNp 1besaipl. Place
flllcr fabric over cbe wire meslL
b. Place ca>cre0l bklda leaadlwise oo1beit sicIes ilia silI&Ie row lII'OIIDd 1be periIlleIr:r at die iolel. so dlIlllll opal aldI
race oul'ri8l'Cl, DOl upward. '!be aldI at odjaccnl bklda sh<luld abut. 1be beiPt at cbe bo<riet CIIl be vwicd, dcpeadill.
00 clesigD oceds. by Sl3ddn. comIliIlalioIlS at blocks dlatare 4 ilIdlcs. 8 IDcIles, and 12 inc:bcs wide. '!be lOW' atblOcb
sbouJd be uleasl12 iIlcbes but DO"""'" dIan 7A incbes blah-
Co Place wire IIICSb over 1be oucside VUlicaI r- (open end) at cbe c:>:llIC<l* bIocb III preYCIll SlODC fItlcD bc:iIl& wzbcd
tbrougb tile blod:s. Use bIIrdware clolh or COlIlparable wile mesb willi ODe ball iDcII opcDinp.
d. PIle wasbcd SlCDC apiDsl tbe wire me:sb 10 tile 1llp at tbc bIocb. Use 31410 3 illcIl pavel
ta.tallalloa procedve for .....1 &lid wlrt lIICSlI lIIt.tn;
a. Place wiremesb over die clicp inlellO dlat cbe wire extenda a ...w,imUIJI at 1 fOOl be)'oDdcadlsldeat1be laIel_
the lwdware cIodl cr COIIIJl8l1bIe win: me:sb willi CIIIC'balC iDdI ~ : ,i,." If_ dIan ODe suip rlmesll b ...... .,..
ovaIap die SlriJl'. ~ fllla' fabric over wino mesIL
ESC5C
o
Conslrut:tlOll Hanclbooll
Mri, 199J
o
Additional Information - Storm Drain Inlet Protection
b. Plal:e 31410 3 \ndl Py., Cl'Ier tbe lUlU lallriC/Wire mesIl. ibe clep<b ol tbe Pyel $bould be 1l1eas112 iDcbeS oYer dlO
en= inlel opellillg (see aaacbed ftrure).
IJIStallatltlG procedun lor sand baa barrier:
&. Use saocl ba& made ol g~ltiJe fabriC (nol burlap), aDd rail willi 314 ilL roct or 114 iD. pea pvoL
b. COll3In1Cl 011 g.Dtly ,Iopdlg =
C. Leay. room upsueam o( barner lor walU to pood aDd $C:dimoOlto seale.
d. Plal:e seYerallayen of saDd bqS--<lYCl12pping tbe ba&1 aDd pa<tiDg Ibem lizlltly IDgcther.
c. Leay. lap oC _ bag ootbe top ro", to SClYC IS . Sl'iIl"'.y. Flow &0lIl. ........ SIOl1II (c.g_ I().year SlOOl\) sllould
DOl O'IerulP tbe curl>.
M.:I:inl""'~ QH1IITf'loom,.nt~
. For liItt:r fabriC fences: lnspc:clioas should be made OQ . regular basis. esp:ciaIIy ailI% Iar&e $IOnII....DlS. It d>e
fabric bcCXlmes c1oue<L it sbouJd be rep1ao:d. ScdilIselIuhould be relIllMd wIleD itlell:bes appIOEimaIdy oae-1laIt
tbe Ilc:igbl DC tbe fena:. It. """l' 15 usa:I. sedlmdll sbouId be IOlIIOYed ",Ilea illills approlimalely ooe.Jla1f tbe
depdl ol tbe bOle.
. For pavellilien: It d>e pul bea>mcs dOUe4 willi ~;- it mDSt be c:aRfldly IelIlQYed &0lIl d>e i1IIe4 and
ei<ber cleaDed or replaced. S iDee ekaniDI pavel at a COlISIIUCOOo sir<: lIlaY be ditIic:u!t. ose !be sedDoeol-1adea
SIllOlO iIlsIe:Od IS liIl and pulCresb SIIlOe alOUlld tbe iDJe(.
. ibe illlel pcllUlClioa shou.Id be IOlIIOYed 30 clays atl<:rthe opslope ... has been fully Sl:IbiIize4 Ally ~,",,,,,
IlllUDd tbe illlellllllSl be carefully n:m0'le4 aDd dilp060d
o
REFERENCES
Best MaPaaClllelll Praclioes aDd Erosioa Cooaol ~ual for ComttnaloD SlICS, Rood ComroI Disuict ol Maricopa
Coooty. Arizooa. Sepcombcr 1992-
"Or3A. Sedlmeuwioo!lld Etosioo eoouoL All InveaUXJ olCummPr3ailzs-, U.s.E.PA. April. 1990.
Etosioo aDd Se4imelltCoollOl HaodbooI<. SJ. GoIdmaD. K. Ia<:bOa. T.A. Bonetyosty. P.E.. McGn.w HiI1Iloot
COlIlpaDy.
MaIlUaI ol SrlIDdards ol &osioll aod Sedlmeul Cooaol M......... .. s-'...... allla7 ARa Go\lOflllllClllS, JIlllC 1911.
Proposed GuidaDc:e Spccityillc MaDqemeDI Measun:s for Soor<:es olNoopoiDl PolIDIioo in a-al Waren, Walt
Group WorldDg 1'1per. USEP A, April. 1992-
Stocmlnler MaDqemcDl W~ for dle Puget Sound BasiD, WashiDgtOll S- Deponmeul olEallogy. ibe TecbmcoI
Mallual. FebNary 1992. Poblic:aDoo . 91-15.
Stocm WItet PolIulioo Preveotioo JiaDdbnoI<. F"..... EdldOll, Sl3llO olCalilomia. I:lepK1molllolTrmsponatioo D1visioa
olNew Tecboology. Mar<riaIs. aod ~ Oetollct 1992.
ESCS4
a
o
eons_doa Handbook
M...... 1m
o
ACTIVITY: NON-STORM WATER DISCHARGES TO DRAINS
DESCRIPTION
EJiminalC oon-Slonn _ dischar&= Ullbe Sl<lnII WW:< (l)lleaioo system. NOO.SlOCUl
waler w..dJ3tges may include: process W~ cooIilI, walCn, wasil Walen. and
sanitary wastewater.
o
APPROACH
The (ollo....;nl 3pproac:bes IDaY be used 10 ickulify ~ "'3IA:t discbarics:
, V\suaIlDspoctioa
The ea$iCSI metbod i$ Ul iDspocl c:adJ cIisdlqe poiDl duMa dry ..-alber.
~ iD lIIind lII3I draillllJC frcoI\ a som _ aD CCGlinuc for lbtec days or
more aDd poundwalCt may inlillr.Ue lbc: loo4..5'uoI%ld $lOnIl walCt col1cd.ioa
SYSIClD.
, PlpiDg ~31~ Review
The piping schema1ic is a D\ap of pips and .niaa&e SyslemS usallO COlT)'
wastcwalCt. cooling waJer. saniW')' WllSIeS, ec.
A ",vie... of Ule -as-buil(, piping scbcmallc is a ....y lD deJennine if lhen: an: any
oc:nn<etioos lD Ule SIO<m ....ter Cl)\1eclioa sywoa.
Inspect Ule pad> of floor dnins in okjor bo.."1K"'C"
, Smoke TesliD,
Smoke IeSliJlI of waslCwaJCr and SUllIII ........ """""'"'" sysrcms is used 10 clelCc:l
CCGIICClioaS be_ Ibe cwo $ysJC:m$.
Durin, city wealber die SIDnIl _ colIccI;oD SJSICIn is IilIc4 willl smot.e and
Ibco traced ro sowccs. Tbe appeaaDCIC or SIIlO6z.1lIbc b8sc or a lOiJct ............-
tbat lbcte may be a COIlClCCtiOO beiWllCIIlbc: saaiIary aDd Ibe SlOnIl wu:r sysJ.ClII.
. Dye Tesllng
A dye JeSt call be pctfOtllltd by simply n:1easlDc: a d~ iDID ddler ycur saaiwy
oc pr'llCl:$$ WUlCWabOt sysl<:m and eumilliDa lbc: cli:sc:Ilarlc poiIll$ frcoI\ IIle SlOnJl
w:w::r colleaiOll $ySIClD for disco\oraDoQ.
REQUIREMENTS
CoSIS (Capilld, O&M)
. Can be dil!icuJlro IocaJc iIIicil COOIlCClioas -v""JIy if lbcnl is pwadwaJcr
iDf"1laazioIl.
LIMITATIONS
, MaDy &(;1I.ics do DIll blYC KCUaIC, ~~..- ~ cIr2wiIlp.
. TV aad Yisuall..~1ools em icleadf7l11ic:il.. .L .. 10 lbc SlIlI1II_. bill
turtbe.- lCStiIll is .........IOftM n:quiled (c.,. dre. -*'c) 10 idclIlity-=.
o
Indll.$lrial Handbook
Application.
C u.nuhtt:turlng =>
",.,.".1 HltndUng
CV.hlcltllhin,._u
Con61Jvcllon
~_fC1a1 ActN1t;.j;)
Roed_ye
w..t. Cone-/nmant
o.....plng PreotIca
T.rg.l~ Conatltuenls
o . Sad/",."t
. Nutrl.",.
. H...". ~
. ToJCIc Mate".,.
Q F/omb1e u.t..w.
. ~ OetMtWI-
lIIg SublIIancM
. on" a-.
- ....."... 1IIrw_
. =..-
"-" """.,
0 Pvt.., ......
~_..
lm~nlllUon
Requl..ments
Q Cllp1ta1 c-u
0 tnll c.,.,.
0 1601_.-
Q Tteinlng
I- HIgh o 110" I
SC1
tot....... 1993
o
o
o
Additional Information - Jlon.Stonn Water DIschatges to DraIns
Facilities subjec:11O SIOIlI\ w&r pcrmilIalUin:meDlS must iDc:Iudc a cc:niIio<:orinn tbal tile SIlfm wau.r mlleaioa Sys\CII
bas been ccslCd or cvaluated Cor tile pn::$(:IlQC DC DOll-SIlX1I1 _ discharJcs. llIC Slate's GcnenIIDdusDia1 SIlfm WIJ/:I
F.:nnil ~quin:s tbal non-.1OnII W2Ia discbarccs be .I....;no..d prior 10 implemcowioa or tile Cacility's SwPPP.
NOD-SlOnD water discllarccs 10 the stocm wa...- mlkctioa SyslCll may include a.ay WalCr used diRaly in tile manulaaur.
iIIg process (process w..~ter). air conditiQainI """"_n.. and coolant. DOII-<:olltaCt coo6llC WIW'. coo6lla cquipl1lCDl
c:oodcosatc. ouldoor s<:COl1daty CooWnmCDI water. vdlide and equipmenl .....b _. JillI: and drinkina fOUlltain
waste...=. $3lliwy w....... or c<lJer ~WaJ=. Table 4.1 (lRSClllS dispasal optioa wormatioo for spedfic !)'peS oC
WUtewatcts~
To enswe thallllc SlOrm Water .ystelll dis.ctwsc COl1aiDs only 'lOnIl WIJ/:I. U>cluslry slIcuId:
. Locate discbMccs 10 the mnniMnlll SlDrm sewer .ys""" or waICCS or dlc tJaill:d StaleS from tile iodUSJrial
SlOrm sewer S)'$tCIIl from:
. -as-built'" pipeline s.cb-"'.v-.. llIld
- visual obscrvatioo (wall< boundary ot planl siJcl_
. l.ocaJc and cval= aU discllat&cs 10 tile indn,tri:ll SIOI1II sewer SyslClll Cmcludinl wel weather Qowsl from:
- -...built'" pipeline s.cb.........
- visu:ll obsc:rv.1cioa.
- dye tcs&S,
- TVc::tIJlC:a.
- cbcmicaJ t1c1d lOSt IciIS, aDd
- StDOIce l<:sU.
. DeYeIop plan fI) ~lim;~.,. iWdc cooneaioas:
.. tqIIlmlb sewer IiDes.
- lsoIaIe problem areas. aad
- plug illicit clisClsa1C pain....
, Develop ~1pO"'ll opcioas.
, DocuatCIII tIl.a1l101O-SUlnD watcr discllarics !lave been ";,.m".,'" by RCOrdiDC lCSU pcrf~ ......hndo
used, dallCS of CCSciJlfo and anyoa-siu: c!ramaIe points ~
REFERENCES
GcocnIIIIdusJriaI SlOClD W_ ~ SWRCB. 1992-
NPDES Gcocn1 Permit for Disdl:qcs ot SUlnII W_ A............ wiI/J fDdasuial AaiWy ill Sanlil Clan COUlIt)'
10 Soulb San FI3I5Cisal Bay Of Us T~ SFBllWQCB. 1m
SlOnD WtII:Jr MaDa&em<= fer tDduslriaI Aainli.es: DcvclopiIIJ PcI1adoD Pn:. ....... PIaDs. aacI Best MalIa&o-
"",ad'",,,uoes. EPA m-R-92-OO6, USEPA. 1992..
SC1
~
fDdustrial IlaDdboolt
MardI, 1J93
o
o
o
ACTIVITY: CONTAMINATED SOIL MANAGEMENT
DESCRIPTION
PnlYe!lt or redu,," lhe discbatse of poIlUWlI.S to .rorm waICr from CDDWDinar.ed soil and
biCbly a.:ic1ic OC' aII:aIinc SOils b, condllC:tiDS ptC<:DnSlrUCtioft surveys, inspeclinleWlva.
lioas rceulatly. and remediaJing coowninated soil promptly.
APPROACH
Con'lI....in.~d soils ma~ occur on )'our site for SCycnJ RaSOnS includinc:
. Pasa silO uses and aaivilies:
. DelCCUld a- undcfeCllld spills and leaks: and
, Acid DC aIka1ine solUlioas fRlUl exposed soU ot todI: formauocs bleb in acid or
aIk3Ii....fonnin, dem...a.
Most developers CODdua pre-<O<lSUUC1:loa OlIvUoamOllI2.l ..,-- ....IS as a aw..... 0(
roulinc. Recent court ruliDss boIdinS ,'n'lf"""""" liable tot cleanup COSIS ",Ilea dlcy
unlalowillaJy mo"" conwninalCd soil. biSbliptlbc: oeed to< COcllraaD<S to confum lIlot a
SilO su_.,..,..u is complell:d b;!llm _ moviDI bqiDs.
1be foUowinC ~ wUI belp reduce SlOr1Il_ pollution rrom. aXllaminaJecS soil:
. CDGdUCllbotoop SilO plannioe iDcludioC pre-<OGSUUaioa aeoloP: ._ys.
, i.ook for coa...m;~."'" soil as eviclalccd by cIiscoIoratioa. odon. diJTerc:lICes in soil
propenIes. ~ UDderpound IllIIks oc pipes. DC buried dellris.
. ~( IeaIcs and spills 10 rbe maximum e:lleO( prxticabIe. Coa",",In.led soil cao be
ellpCllSi"" to Rat udIoc dispcsc at propcrIy. Howe_. addRssill. rbe problem
before CllGSlnIClioo is mudllca upeosiYl: IbaD ~ dlc SlrUClIIta _ m pIaa:.
, TCSl p"P""'..... soils at a oertiI"l<d Iabantocy.
, It lhe Sou is contamloall:d, Wlft .nib tbc Ioc:aI reculaJory a&eocies 10 dewlap cpciDIls
for 1I'elIIIDe1lt andIoc disposal. .
. Foe- a quict rcCen:ooo 011 disposal a1renw;vcs tot specific wasu:s. see Tallie 4.2.
CA40. Emplo)'CelSubcooll3aDC Tl:linin..
REQUIREMFNl"S
. Cosa (Capilli. 04:M)
PnlYI:DOOCl ollcaks md IpiIIs is iocxpensive. Tream>eDt andfOl' d1sposaI at
CDDtaminaJed soil ClIIl be qulle expensive. . ,.
. MaiDf#oft.~
lDspccl cu:avud ...... cblly for sips ot COlIcam.i1lllled soil
IlaplemeGt CAl2, Spill Prevallioo aod COCIlnll. to preveolleab aod spills as
mocb as possible.
eonslneUoa Ibndboolc
ObJ-tlv..
HouukNping P"'llcu
ConlIin W.."
ProtlCt SlopuIO..nnM.
COl'1uol SlI. Pfrimtt"
Conuollnt."..1 &o.ion
Targ.t.d Pollutants
Q s..n",.,
o Nwi.",.
. Tori<: UId.rl.~
o OIIAG_
o F1onM>J. IMI....
o OIh.. eon.tlVCllott
W....
. l.II*y.."....
,,- 'f....,...
o ~&IIt.J&....
~tmp-
Implementation
Requl...ments
o c.p1U1 eo.,.
Q OAU Cost. .
Q IAalnt.n.-.
Q TrallIIn.
o SulUblllty *"
SIo_ >&'.II;
I . High 0 Low
CA22
Mud. 1m
o
o
o
ACTIVITY: CONTAMINATED SOIL MANAGEMENT (Continue)
.
LIMITATIONS
. Coown.iDar.ed soils dlal CUIIIOt be U'ClIr.ed OIl-S11C must be di5poscd of o{f.siCl: by a 1~<M batatdous wascc ballia-.
. "The pru~ or coo,.min.."" soil may iDdiC31C coor.amin..I'rl WlIIer as welL See CA.1 <Dew...,,;ng Oper.olioos) i.
tbU cbap<er (or more inlormabOG.
REFERENCES
Blucpnnl for a Clc.ao Bay.cOllSO'llCliOll.RclalCd lDdUSllic:o: Best ~cmcnt Pr.1aices for Stonn W:w:;r PoUutioa
Prevcntion; Santa Clara Valley Nocpoilll Source PoUulion COl1U'OI Progr:lm. 1992.
Pr:loess-.s Ptoo:duru. OUld Melllods 10 ContrOi Pollutioa Resulti.o, from all COOSlr\lCuon Acuvily; USEP A. .HM- 73-
007. 1973.
SlOrm WaJ.Ct: Ma:1agemenl foc Coasauclioo Acovities, Developillg Pollulioo Preve:otion Pbns and Best Managczncm
Practi<:cs. EPA. 832-R-92005; USEPA. April 1992.
CA22
-~
eonslrDcdoa Bandbook
Mud. 1m
Additional Information - Sand Bag Barrier
o
4" pvc PiPE:
48" "'IN
?,j!
~.
.1
~t
:rP:I1O:no:FP:
48" ~
,- 6- MlN
,- OlAME:r-~ ROCK
I
FLOW
...
12-
CROSS-SECTION
10
WOVEN F A8RIC SANOBAG FILLED WITH
COARSE SANO-1.4lN wEIGHT 40 us.
4" PVC PIPE: FOR ORAINAGE
OEPOOING ON FIELD CONOCTlONS
24- M1N
FRONT VIEW
~
o
ESC52
~.
CoastrucdoIl Handboot
MardI, 1m
"__"_"-=-__~__'i'-"
o
Santa Ana Regional Water Quality Control Board
Regional Sewer Spill Response Training
A REGULATOR'S 'pERSPECTIVE
I. Objectives
a. COMMliNlCA TE REGIONAL WATER QUALITY CONTROL BOARD'S
STAfF EXPECTATIONS
b. C01-.IM1.J"NICATE TIiE FOUR C'S TO BE CONSIDERED IN THE EVENT
OF A SPILL
o
f.
g.
h.
J.
THE REPORTING OF DISCHARGES IN EXCESS OF THE REPORT ABLE
QUANTITIES OF THIS SUBCHAPTER SHALL NOT APPLY TO
DISCHARGES IN COMPLIANCE WITH WASTE WATER DISCHARGE
REQUIREMENTS, CONDITIONS OF WAIVER Of WASTE DISCHARGE
REQUIREMENTS, OR OTHER PROVISIONS OF DIVISION 7 OF THE
WATER CODE.
AUTHORITY: SECTION 1028, WATER CODE
REFERENCE: SECTION 13271, WATER CODE (REVISED MAY 10,
1988, AND ADOPTED BY THE STATE WATER RESOURCES CONTROL
BOARD JUNE 16, 1988)
WHO TO REPORT TO, AND WHEN?
ST A TE OFFICE OF EMERGENCY SERVICES: 1-800-852-7550 SANTA
ANA REGIONAL WATER QUALITY CONTROL BOARD VOICE:
909- 782-413 ~ FAX: 909-781-6288 (OR DIRECTLY TO INDIVIDUAL
BOARD STAFF) EVERYONE ELSE... REPORT t\S SOON t\S POSSIBLE:
RULE OF THUMB - WITHIN AN HOUR.
4. Be prepared to report, by telephone and fax.
0 a.
b.
c.
d.
e.
f.
g.
h.
l.
J.
k.
I.
YOUR NAME
WHAT AGENCY YOU REPRESENT
A PHONE NUMBER WHERE YOU CAN BE REACHED
MATERIAL BEING SPILLED
LOCATION OF SPILL (INCLUDING CROSS STREETS)
WHEN YOU RECEIVED THE SPILL REPORT
APPROXIMATE VOLUME OF TIiE SPD..L (OR SOME ASSESSMENT OF
ITS RELATIVE SIZE)
DffiECTIONS TO THE SPD..LSITE
WHETHER THE SPILL IS ON-GOING OR CONTROLLED
OTHER AGENCIES THAT HAVE BEEN OR WilL B NOTIFIED OF THE
SPILL
WATERWAYS (INCLUDING STORM DRAINS)THAT HAVE BEEN OR
MAY BE AFFECTED BY THE SPD..L
NAME OF INCIDENT COMMANDERAND/OR ALTERNATE CONTACT
PERSON AND THEIR PHONE NUMBERS
5. Bcprepared to report in writing
10
8.
b.
ALL OF THE ABOVE
DISCUSSION OF CORRECTIVE STEPS AND CLEAN-UP MEASURES
.~
,
.~
.~
Presented by Mark Adelson
California Regional Water Quality Cootrol Board
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c. PROPOSED MlTIGA TION MEASURES AND SCHEDULES
d. \'-lITH A MAP SHOWING WHERE THE SPILL OCCURRED. AND ANY
WATER WAYS AFFECTED
c. REPORT MUST BE SIGNED
6. Direct Sewage Spill Prohibitions
8. REGIONAL BOARD BASIN PLANS
b. NARRATIVE DISCHARGE SPECIFICATIONS OR PROVISIONS IN
WASTE DISCHARGE REQUIREMENTSINPDES PERMITS
7. Indirect Sewage Spill Prohibitions
a. NUMERICAL DISCHARGE SPECIFICATIONS IN WASTE DISCHARGE
REQUIREMENTS
b. CALIFORNIA WATER CODE SECTION 13260: REQUIREMENTS FOR
SUBMlTI"ING REPORTS OF WASTE DISCHARGE.
8.
Sewage Spill Response...What is Expected
8. PROTECT PUBLIC HEALTH AND BENEFICIAL USES OF RECEIVING
WATER
9. The Four C's
8. CONTAIN SPILLING SEW AGE...KEEP IT FROM ENTERING
WATERWAYS
b. CONTRQL THE SPILL...RELIEVE OR BYPASS AREA OF FAILURE
c. CLEAN-UP THE AFFECTED AREAS...A SUBJECT BY ITSELF
d. COMMUNICATE TO REGULATORY AGENCIES
10. Sewage Spill Containment
8.
GOAL...KEEP THE SEWAGE WHERE IT CAN BE RECOVERED AND
RETURNED TO THE SEWER
CONTAINMENT OPPORTUNITIES. OR. MAKING THE BEST OF A BAD
SmJATION...ON STREETS, IN FLOOD CONTROL FACILITIES,
b.
Presented by Mark Adelson
California Regional Water Quality Control Board
;n
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b. ENFORCEMENT ORDERS...
AUTHORITY: CALIFORNIA WATER CODE SECTION 13300
c. ADMINISTRATIVE CIVIL LIABILITY...
AUTHORITY: CALIFORNIA WATER CODE SECTIONS 13350, 13385
Prcsen.ted by Mark Ade1soD
California Regional Water Quality Control Board
37
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Santa Ana Regional Water Quality Control Board
Regional Sewer Spill Response Training
Disinfection
I. To Disinfect or r-;ot to Disinfect
a. Clean up first
b. \V11en not to disinfecl ? When the disinfectant cannot be contaitled and is
likely to reach a "surface water".
2. 'Vhen and Where to Disinfect
a. Only when the disinfectant will not reach surface waters.
b.
On pavements, with containments in place;
....liquid cWorine (bleach) is preferred
....recovering the disinfectant
3. When lInd Where to Disinfect
a. On bare soil areas;
....when you can leave it alone
....disking
....dry chlorine, lime
4. How to Disinfect
a. Chlorine bleach: 1 quart/lOO square feet
....application methods
b. Dry pool chlorine
....application methods
Presented by Mark Adelson
California Regional Water Quality Control Board .
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5. How to Disinfect
a. Lime: 10 pounds/lOOsquarc feet
....Application meulods
b. Personal protection concelllS
6. Managing Public Access to Sewage Spill Clean-up Sites
a. liard surfaces disinfect with chlorine
... .Immcdiate access
b. Soft surfaces disinfect with lime or chlorine
e.. Restrict acccss for at least 24 hours or more, depending on weather and
soil moisture
7.
Managing Public Access to Sewage Spill Clean-up Sites
a. Soft surfaces that have been disked
....Restrict access for at least 7 days, depending on weather and soil
moisture
b. Soft surfaces that have not been disked
....Rest..ict access for at least two. weeks. depending on weather and soil
moisture
Presented by Marie Adelson
Califomia Regional Water Quality Control Board
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~QiABu.CO.EI:JAl^f!P~US SUBSlA..I\l~.E$ OR SEW.Mil'_11\l STATE WATE8.S
PORTEll.COlOGN~ WA TEfl aUAlITY CONTROL ACT
Waw Cod. ! 13271; 23 CCR ! 2250 and I 2261
SOURCE
SUBSTANCES: Any hazardous substance or sewage.
WOW Cod.
132711.)
TYPE OF
RELEASE:
"Hazardous substance" means either of the following: Water Cod.
1. For discharge to s'Jrface watcts, substances determined to be 13050{p!l11
hazardous pursuant 1033 USC S '321(b1l211CWA):
A. Substances listed ot 40 CFR Part 302 Isee Appcndil< FED-51;
B. Hazardous substances listed at 40 CFR S "6.' et seq..
reportable Quantities lor which appear at 40 CFR S 117.1
et seq. (see Appendil< FEO.21;
2. For discharge to groundwater, substances listed.as hazardous
waste or hazardous material pursuant to Health & Safety Code
S 25140 (22 CCR H 66261.30..33 or 66261.' 26, Appendix
XI Isee Appendix CAL.'). without regard .to whether the
substance is intended to be used. reused. or discarded.
"Hazardous substance" docs not include: Wat.r Cod.
,. Nontoxic, nonflammable, noncorrosive stormwater runoff 130SOlp!l21
drained from underground vaults, chambers, or manholes into
gutters or storm sewers;
2. I.awfully applied pesticides;
3. Discharges to surface water of less than reportable quantities
under 33 use ~ 1321{b1l41 regulations 140 CFR S 117.1 et
seQ.1 (see AppendiX FED.21: and
4. Discharges to land which result, or probably will result, in a
discharge to groundwater if the amount of the discharge is less
than a reportable quantity {see" Reportable Ouantity' ptOvisions
belowl for substances listed as hazardous pursuant to Health &.
SafelY Code S 25140 (see 2.2 CCR ~ 66261.1 et seq.l
(Appendix CAL-11.
.Sewage" means the effluent of either a municipal or private Wat.rCod.
wastewater t.eatment plant. es those terms are defined In t 13265. 1327110
Oil and petroleum products arc not considered hazardous substances W.l.. Cod.
under this Act. 13050lPl(111BI
Discharge of any hazardous substance or sewage on any waters of 23 CCII 2260
the state, or discharge or deposit where it is, or probably will be,
discharged in or on any waters of the state. State regulations
provide that discharges shall be reported if they "could affect"
waters of the stale.
.Waters of the state" means any surface water or groundwater, Water Cod.
including saline waters, within the boundaries of the state. 13050\.1
'Discharge' not specifically defined.
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QUANTITY;
Hazardous slIbstences; Reportable quantity as determined per 23 CCR 2251
CERClA. See 40 CFR Part 302 IAppendix FED.5). State Water
Resources Control Board regufations SpeCify 41:) CFR dated Julv 1.
1M2. Board staff advise that current version of 40 CFR should be
used, but there is some qllestion whether post.19B7 changes adding
new sllbstances or increasing reportable quantities cOllld be
eu!orced.
Note: The statute requires the State Water Resources Control Board
end the Department of Toxic Substances Control to establish. by
regllletion, reportable quantities of certain substances based on
whether they may pose a risk to human health or the environment if
they are discharged to grollnd or surface water. Such regulations
have not yet been promul9ated.
Sew ago: Any unauthorized discharge of 1,000 gallons or more.
23 CCR
2250[.1
EXEMPTIONS: Notification requirement does not apply to discharges in compliance
with waste discharge requirements or other provisions of this Act.
(See. e.g.. Water Code S 13263 end S 13269.1
WHO
REPORTS:
WHEN TO
REPORT:
WHERE TO
REPORT:
Any person who, without regard to intent or negligence, causes or
permits discharge or depOSit of the hazardous substance or sewage.
Immediately: As soon os there is knowledge of the discharge and
notification is possible without substantially impeding clean-llp or
other emergency measures.
Office of Emergency Ser"ices (OESI
(800) 852.7550 lif call to the 800 number cannot be completed,
call: (9161 262-1621)
and
State Water Quality Control Board
(916) 227.4400 .
or
Regional Water Quality Control 80ard (see Appendix CAL-3J
Note that immediate notification of an appropriate agency of the
federal government constitutes compliance with this reporting
requirement.
Note: The DES is indepondently required to inform the appropriate Gov't Code
Regional Water Quality Control Board of the dischargll. The person 15589.7
who initially reports the discharge has no liability for the DES' failure
to malee this additional notification or for the accuracy of the
notification
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WHAT TO
REPORT:
PENALTIES:
Report fn\lst be in accordance with s;Jillleponing provisions of state
toxic disaster contingency plan. In view of fact that this plan is not
yet completed. OES adv.ses that report should conform to following
requirements 01 Health & Safety Code ~ 25507:
1. Exact location of release:
2. Name of perSOn reporting;
3. Hazardous materials involved;
4. Estimate of quantity of hazardous materials involved; and
5. If known, potential hazard presentlld by the hazardous
materials.
Misdemeanor, punishable by fine of not more than $20,000, or
imprisonment of not more than one year. or !;loth. for failure to
report.
Does not apply to any discharge to land which docs not result in 8
discharge to the waters of the state. except where discharge to
waters of state would have occurre.d but for cleanup or emergency
response by II publiC agency.
Note that notification received pursuant to this section or information
obtained by use of such notification shall not be used against the
person providing the notification in any criminal case, except in 8
prosecution for perjuryl giving false statements.
A failure to report. depending on the circumstances. may trigger
additional criminal penalties. See page 46.
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California Integrated Water Quality System (CIWQS 1.0) -tiuild Number: Ub.jU...WU:>..l
rag~ 1 UJ. .I.
(}4v
e CALIFORNIA ENVIRONMENTAL PROTECTION AGENCY
STATE WATER RESOURCES CONTROL BOARD
California Integrated Water Quality System (CIWQS)
UserID:
Password:
Login I User Registration
Forget your password'? Reset your password hc:rc.
I\lPORTA:-iT A:-i:-iOl':-iCE~IE:-iT!: CIWQS will be un..ailable on Frida). \18). 1st
from ,&:00 pm through Sundal. Mal" Jrd at 5:00 pm due to building electrical
maintenance procedures. We apologize in ad\'.nce for an}' inconnniencc.
,"OTE: CIWQS will be unavailable on Monda). \18). II tb .
from 6 am to 12 pm in order to conduct roudne maintenance.
If}'ou h.,"c any questions. please contad U5 at 866-7924977.
Cont<lct Us
02008 StaleofCalifomia. Conditions of Use Pri\'acv Policy
This system is ror official use -"Itly. U~ use is prohibited.
http://ciwqs.watei&>ards.ca.gov/
4/2812009
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California Integrated Water Quality System (el WQS 4.5.2) -Build Number: U4.UII.LUU':I.... rage 1 01 -'
~
Menu II-Ielp I Loa 3
N.lvigate 10: I .
Vou.. ~ as moIIo If thlS.c:au'll ooes not belong 10 you. pIMIe log out.
SSO Menu
Reg60IMlI w.ter Boatd:
.......'
Senftaty s..... S,stem:
sso ~ General Information 11
SSO Event ID: 6577<t5
$pll Loution NIl,...: 4Oth..:l Ml. Vfftw
RegIOl'l a . SanIa Ana
San S.".rdInO City Public ServICH
SIn SerNlrdIno City CS
Ger1emI..-.ro Sp.. R.1IIled PwtJeI AltllCt1mns
Certified by Randy KuetUe (Deputy Director) on 0412312008 at San Bernardino
cc.l1Iflutl~fllD ......
'rr,c.': I
Note: 0ue$00ns ""'" .ft. ete teqW8d to be answet8d 10 CIItIify ttn I8POft
$SO Type:
v..ktn:
tal...., ,
2
Physical Location Details
ftSpl1l1ocdon ......:
. Ldtude of .....Iocation:
.. Longbude of spilt kM:don:
~anQ~1 v....
c:::::J.... c:::::J - c:::::J-. OR 134.1052911__
c:::::J.... c:::::J nOn. c:::::J-- OR ~117.2883ll__
I 10--'1 .=.I
Street number.
SInet ~:
~-
I 0--'1- .=.I -c:::::J
c-_
IMt View....
CIty,
tun benwdino
O-leA.=.I ....~
'""""", 1"'-.=.1
SpllIoCdon deKrlption: _ _ ~ slreet with cut! MCI gubni
~~illoc*Wl~lSmorettwl2OClO I
~
.. RegIoMI W..., QuIlIitJ Control Boerd:
I Region 8. S8rD AM
.=.I
5JM11o.t.iI.
it SpII fr _ICe point:
SpIn IIIPL__ potnt ~--....on:
(ftequir8d'''4) __pointil"Olher")
1--
.=.I
1
.. DklIhe", ~ to........ chMMI..uor IIUrftlce wMer?
. DkI...'" ruch....... dnIInpIpI?
-If'" fMChH to. storm""""",,,, of.... ..... fUIty
upbnd McI.....-.-1 to... unitary...... aptIem?
It PriY... ....... ""7
...... aI. ; .....,..,. (far................. onIy,lf Ilnown):
IV...:J (Y..~HiMlyI
~_.-
1Nal;~.SpIIld!dnalr-=t'l.umftir1Jipe~
(vp~
~---
I
1::-.:" ~<<........
0IIw..... ..,."
~
.=.1__
* FinIII.............:
(Hotd Ctrt k.-y1O Setect ~...-.s fn:lm the list)
c~r~ 01........-..........:
(Requndlfinlllpill~ iI-olher")
:J
*~spIIYolunle: 1400
It &eIIMIId votumII 01_ NCOV...a: 1240
It ~ YOIuIM 01..... that ruched................... cMnMI. 1180
or not rKOWeNd flam. sam dNin:
IgdonI~~
1__-
I~oo-:~
Est...... curnnt spill'" (II ~):
*EstImIetd .... -.rt dIIWIIne:
* o.te... tIIM ~.......,...,.. -.ney... no6fted _ or
....1 ...._...:
10 I__perminute
iOMlO/2ClO7 ImlllO.=.IdllO.=.I _F...."'._DiYYYY
i<lMJ!lQlI07 Iml,oo.=.ld".=.I _F...."'.1IIIXlIYYYY
https:llciwqs. watei-ooards.ca.gov/ciwqslssoGenerallnforrnation.jsp?action=show&placeID... 4/28/2009
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California Integrated Water Quality System (CIWQS 4.5.2) - tiulld Numoer: U4.UlS..WU'f.... rag".. U1 ~
DWMtlIr of..... pipe _11M point of b'ocUge or spltl AUM (If ~t: L=:l ~
Material of sewer pipe"lIM point of bkxkage or apWI calM (If ~t. ~
es......... age of.... pipe at" point of bkK:kege 01 apII c.uM elf .----,
_I' L---'
Dncription of temlin surrounding the point of blockage or.O UUH (If ~
~bIe):
.. Es.....-ct ()pM'Mor arrival dnIItlme:
.. &~.,..I MdUWtime:
.. Spill.....:
SpIll C8UM upa.n.tion:
(Requncl 'spill CeLAe 1$ "Qlher"')
~ cId.... occur?
fa......... of WMre FIlituN QccUlNd:
(~, wwe F..... 0ccuTed IS "Othef')
If....n cau..d by wet we.u--. chooU 8ize of storm:
.. SpItI tMpCIftSe~:
(Hold Ctr1 key 10 Se'-d Multiple 8MWefS from the bit)
ElqRMtion of apIIi response ectivifiM:
(Reqund if spill response actnfll:lltS IS "Other", use ettaCtIment if the taxi: is more
1han1700c:::haraCteB)
.. Spill re.ponse _.....I.lian dIlle:
ViMNII iMpIction rnuIta from ........ receiving wacer.
.. ttNIlh --. poAMI?
.. ......ot!nlp-*d bHch(-JC-- NA Knot ~l:
.. ....... of ImpecteCl....._ w-,.) CentM' NAil not appfiCIIIIte),:
.. ..u.....an ongoIng~?
.. W__quIIMty ....... aMtyzed for:
(Hold Ctrl key to Select MuItipIIt........trom It1e list)
-..-----
(R.,qund ifw....cpMy Mm_ _Iyzecl for is "OIMrcnemical indicIIlol'(.r.
"BioIoCJic*i1dic8lor(sr,or"Oltw")
.. w..........,. umpIe......... rwportfd To:
(Hold Ctrl key to SeIKt ~.....)
1l",p>--.aIIan ot ... qu.-, ...... ...... ,....... to:
(RequirecI fw.....quIIlitysemple,....reportedtoia"'Olher)
.. SpII corNCIIM -=-on......:
(Hold Ctrtkey to SeIIc:I: MUtiple......-sfrom the liStl
~ at'" cornc:Itft KIkIn.....:
(Requred if _I conKtiW -=uon is "Othet"l
OMNI SpiI t' ~.:
(Muinun 3932~wiItI~)
Notification DeUIl5
au~_
~ for c.gory 1 -... SSO MoniIomg Md Reporting Program
Req.... em...):
au.,.. .......-
(RequRcI tor CMegory 1 -.. SSO Moniton'1g.-1Cl Reporting Progrwn
_I'
.. County ........ ...,cy noIthd:
......-
""",,",,",,7 ImlII,oo.=.ld".=.I DoIoF........-vvn
ioM>OI2OO7 IIIR fOi~l [103 _ F...... IIIWDIYYYY
1.__(Fool .=.I
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.=.I
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.=.I
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InIpIICMd ___ UIInCI to ........ca.-
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iOM>9I2OO7 lilllli''''.=.Id'''.=.I _F........-vvn
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....._ ~.)_ b*IW
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RegioNI WIIIIr au.lily ConIroI ao.a
.........- ~
j
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l
1074773
ioM>OI2OO7 1 m [103, f1s3 Dolo F....... .IMIIIIYYYY
fN03
https://ciwqs. waterboards.ca.gov/ciwqslssoGeneralInformation.jsp?action=show&placelD... 4/28/2009
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California Integrated Water Quality System (CIWQS 4.5.2) - Build Number: U4.UlS.2UU~.... Page" 01 "
--
..... of lUff ContKtM
PhoM ....... of swr Contacted
County ,.... -veney nottfted cMWtime:
{reqund' CCUIly h8lIIln 8gel'1CY notified IS "Yes")
RegtoMl WIIbtf au.l1tr Control BoM:I notIfted daWtirM:
--
N.... of S18fI' Conacted
Phone Number of Staff eom.ctId
Oth.-Apncy NoItt'iH:
1:mIi 100.:.),[003 _ 'ann", MIIIIlOIYYYY
1O&09rlOO7 1~loo.=.J:loo..:J o.IeFormatMIIIDDIYYYY
I
Iv".=]
Wa..,. ofthts""""inIOr'I'Mtion ~Yia'" to the RegioMI
water Qu.uty Control 8Mrd1
u... -.cI time". Nport I..L...dan... submI1iM viii fu. to'" ~ \08lO9l2OO7
w.... quKty Control ao.cI:
lrequi!Wd I spill r.port inform.ion Slbnlu.d VI8 fD 10 RegD'IIIt w.. Boerd IS
"Yes.)
.),'1'.:0:1:; I
Note: Ouestx:lm with .*. am RJqurt8d ID tNt ana"'" 10 cettdy tttis ,.porr-
I ~)oo .:.J: 100.:.J Dale Form8t IIIIIDDIYYYY
02008 S_of Califom_. C(ltldIt!9nS of Ul' P:l'lV8l;y Policy
https:llciwqs. watei'60ards.ca.gov/ciwqslssoGeneralInformation.jsp?action=show&placeID... 4/28/2009
APPENDIX "B"
o
EMPLOYEE EMERGENCY CALL OUT LIST
PUBLIC SERVICES DEPARTMENT
HOME PAGERI
SUPERVISORS PHONE CELLULAR
John Yan Ha,-em1aat, Sewer Supen-isor 909/882-3806 909/9F-1160
Eddie Kelle,., .\sphalt/Grading/Sweeper Supen-isor 909/421-0260 951-377-4866
.\rt \Vilder, Graffiti/Right A \Y'ay Supen.isor 951-377-4872
Randy Kuettle, Deputy Director 909/945-5847 951-377 -4832
. .
EMPLOYEES
Sewer Crew
Rand,- Nolfo, Lead Sewer l\laintenance Worker 909/648-3667 951-377-4051
Henr\- Adame 909/425-1959
Robert \" aldO\-ll1os 909/887 -9501
0 Jose l\lacias 323/401-8967
\"ince Carter 909/887 -0088
John Pinkston 909/874-0964 951/741,2362
Ray Williams 951/845-0698 909/379-2042
Danny Sweeney 909/863-7812 951/505-4963
Draymond Crawford 909/880-2363 909/374-4843
Raymond Torres 909/884-5900 909/533-0768
Fabian Briggs 909/883-1037
Dennis Decker 909/730-7800
Heavv Equipment Operator
Da\'e !\liller 951/529-0428
Jorge Martinez 951/965-2971
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APPENDIX "C"
EMPLOYEE EMERGENCY CALL OUT LIST
PUBLIC SERVICES DEPARTMENT Street Lighting
HOME
SUPERVISORS PHONE
Clemente, .\cting Streer lighting Supervisor 909/81H-3433
EMPLOYEES
Traffic S~als
Frank Villalobos
909/795-1448
909/862-3507
909/862-6228
Jack !\Ic Pherson
Daniel i\lorris-(L.S_\ i\larkings)
PAGER/
RADIO#
215
CELLULAR
951-232-8755
909/213-5710
909/936-5122
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APPENDIX "D"
EMERGENCY CALL OUT LIST
WATER RECLAMATION FACILITY
Business Residence Cellular
John Claus 909/384-5502 909/915-8993
Director of \'>;"arer Reclamation
Sracey Aldstadt 909/384-5141 951/781-7173 909/915-8993
General :--Ianagcr ".ater Department 909/384-5091
John Bradley. ;\laintenance Supen-isor-:\cting 909/384-5358 909/771-6407
(r'lechanical)
Joe Perez. Maintenance Supen-isor-Acting 909/384-5509 909/379-2596
(Electrical)
\" alerie HouseL Regulaton. Compliance 909/384-5117 822--1-335 90<) /915-8994
:--Ioniwring Coordinator
0 Andy Coad,. 909/384-5507 909/379-2597
Em-ironmental Control Officer
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APPENDIX "E"
OUTSIDE AGENCY NOTIFICATION NUMBERS
Immediately call the Office of Emergency Sen.ices at Tel: (800) 852-7550 and the California
Regional Water Quality Control Board/Santa Ana Region at Tel: (951) 782-4130 FAX: (951)
781-6288 to report SSO spills. The Online SSO System can be found at: ht1;p;ci\\.qs.waterboards.ca.goy
Include the follo\\.ing U1 \"Out report:
a. The estimated ,'olume of the sewage spill and the ,-olume that was discharged to surface waters.
b. :\ discussion of the e,-eots or circumstances that resulted in the sewage spill.
C. :\ discussion of the impacts on public health or the em-ironment resulting from the spill and the correctiye
actions that were taken during the incident to stop or mitigate the effects of dle sewage discharge.
The following agencies must also be notified:
a.
Calif.Reg.\\'ater Quality
_-\ fter hrs.
o
Fax
b.
County Enyironmental
.-\fter hour's Com Center
c.
State Office of Emergency
Fax
d.
Counn. Flood Control
Fax
After hour's Com Center
e.
Dept. of Fish & Game
,-\fter Office Hours
(if channel access is needed)
o
Phone #
Time of Call
Initial
(951) 782-4130
(951) 320~6362
(951) 781-6288
(909) 387-4666
(909) 356-3811
(800) 852-7550
(916) 845-8910
(909) 387-7995
(909) 387-8043
(909) 356-3811
(909) 484-0167
(951) 782-4353
o COMBINATION TRUCKS
#549 Yactor
#08-548 Yactor
#08- 54 7 Yactor
#554 Yactor
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APPENDIX "F"
PUBLIC SERVICES DEPARTMENT
ON SITE EQUIPMENT LIST
1,000 gallons Fresh Water
1 ,000 gallons " "
1,000 gallons " "
600 gallons
1,000 gallons waste water
1,000 gallons " "
1,000 gallons " "
600 gallons
PUMPING EOUIPMENT gJill! Suction Hose Length Discharge Hose Length Trailer Mounted
6" Wacker noo 25 feet 700 feet Yes
4" Home Lite ()OO 15 feet 300 feet Yes
4" l\lulriquip (lOU 15 feet 300 feet Yes
3" ~!acker 4~- 15 feet 200 feet No
-~
2" Wacker 205 15 feet 300 feet ="0
2" l\lulnquip 19(1 15 feet 300 feet :0-:0
2" Submersible S5 0 200 feet No
Sub"Total 3405 gpm
Generator powered pump - trailer mounted with 6" sucrion line up to 1200 Gallons per !\linute
capability of passing 2" solid masses. This pump also is equipped with same flexible suction and
discharge hoses as newk purchased 6" diesel pumps.
GENERATOR EOUIPMENT
Dma 9,500 watt
Wineo 5,500 watt
:\lakita 3,500 watt
240 & 110 ,-olts
CASE TRACTOR
480E with Backhoe
580C with Scrapper Blade
CASE LOADER
!\Iodel621 Front Loader
PORTABLE PUMPS
HYDRAULICALLY
OPERATED
gpm
(2) 3" Pumps
(2) 2" Pumps
Sub-Total 805 gpm
GRAND TOTAL
600
205
1610 gpm
TREATMENT PLANT
ON SITE EQUIPMENT LIST
DISCHARGE HOSE LENGTH
475 feet
150 feet
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APPENDIX "F" - Cont'd
RENTAL EQUIPMENT RESOURCE LIST
PUMPER TRUCKS
6" PUMPS
\\' est Coast Storm
Phone #
24Hr
BHI Portable SelTices
Phone #
Big i'Iike's Plumbing
Phone #
24 Hr
National Plant Services
Long Beach
Phone #
(909) 890-5700
(909) 496-6154
(909) 883-882"'
(909) 888-9577
(909) 634-95 i7
800-445- 3614
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APPENDIX "G"
AGENCIES BORDERING SAN BERNARDINO
El\IERGENCY CONT.\CT l':L.l\lBERS
CITY D.\\TIl\IE
Colton (C)09) 370-5065
HigWand (909) 8/;8-8986
(East ,. alley \X.ater District)
Redlands (909) 798-76981
(C rility Department)
Rialto (909) 820-2608
(\'Vater Department)
San Bemardino County (909) 387-4666
(Count\. Em.ironmenral Health)
NIGHTTIME
(909) 370-5000 Police Dispatch
(909) 889-9501
(909) 798-7681 Police Dispatch
(909) 820-2608 Answering Service
(909) 356-3811
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APPENDIX "H"
CALL OUT LIST
UTILITIES
Southern Ca!. Edison
800/684-8123 24 HI.
Southern Ca!. Gas
800/427-2200 24 Hr.
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Best Management Practices .
The best way to manage FOG is to keep it out of the plumbing system in the first place!
The following are some ways to greatly reduce the amount of FOG entering the sewer
system: .
. Scrape pots and pans prior to washing.
. Do not pour, scrape. or otherwise dispose of fats, oils, or grease into the sink or
drains.
. Collect fryer oil and store in barrels for recycling.
. Dump mop water only to drains connected to your grease treatment system.
. Use absorbents to soak up spills containing fats, oils, and grease (FOG).
. Do not put food (including liquid food) including milk shake syrups, batters, and
gravy down the drain.
. Use strainers on sinks and floor drains to prevent solid material from entering the
sewer.
. Post "NO GREASE" signs near sinks and drains.
. If you have an automatic grease recovery device (GRD), empty the collection pan
before it becomes full.
. Provide your employees with the proper equipment for cleaning your grease trap or
GRD.
. Wastewater generated from duct/range filter cleaning must be routed through the
grease treatment system.
. Train all kitchen staff in best management practices for grease disposal and the
impacts of grease accumulation in the sewer.
. Provide regular refresher training/discussion for proper disposal of fats, oils, and
grease for all employees.
. Inspect grease abatement devices/interceptors after pumping to ensure adequate
cleaning was performed. .
Licensed Sewage and Grease Haulers
1) Big Mike's Plumbing - 268 W. Cluster St. San Bemardino, CA. 92408 (909) 888-8736
2) West Coast Storm, Inc - 654 South Lincoln, San Bemardino, CA. 92408-2229 (909)
890-5700
3) National Plant Services -1461 Harbor Ave., Long Beach, CA. 90813 (562)-436-7600
All vendors usually, we make arrangement for them to dump at the city's wastewater
treatment plant.
o
Attachment "11"
o
o
ATTACHMENT "11"
o
City of San Bernardino
Wastewater Collection System
Master Plan
Report
FINAL REPORT
o
Prepared for
The City of San Bernardino
Public Works Department
San Bernardino, California 92418
2002
Prepared by:
PSOMAS
3187 Red Hill Avenue, Suite 250
Costa Mesa, California 92626
o
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Table of Contents
Section
Page No.
Section 1 Introduction............................................................. ........................ 1-1
Background and Purpose ................................................................. ..... 1-1
Project Area Description .. ....................................................................... 1-1
Acknowledgments................................................................................... 1-3
Section 2 Existing Wastewater Collection System....................................... 2-1
Data Collection and Processing ............................................. ............ .....2-1
Mapping............. ................................... ..... ...... ... .......... .... ,...... ............... 2-1
Description of System........................... ....................................... ...........2-2
Current System Condition... ..... ... ... ... ... .... .......... ..... ........................... .....2-3
Section 3 Planning Data and Criteria............................................................. 3-1
Existing Population............. ........ ...... ... ...... ............. ................................ 3-1
Land Use and Growth ............................................................................. 3-1
Flow Monitoring Locations ......................................................................3-4
Section 4 Model Development.......................................................................4-1
Software Selection Criteria..................................................................... 4-1
Selection of Modeled Wastewater System..:........................................... 4-1
Section 5 Existing System Analysis ...................................:.......................... 5-1
System Modeled................................... ..... ..................................... ........5-1
H20MAP Sewer Model..................................... ... ................... ... .............. 5-2
Model Runs and Results......................................................................... 5-2
Model Calibration and Verification ..........................................................5-2
Pipe Capacity Evaluation ........................................................................ 5-3
Existing Capacity of Treatment Plan....................................................... 5-5
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Table of Contents
Section 6 Buildout System Analyses............................................................. 6-1
System Modeled..... ..... .................................... ................ .......................6-1
Model Runs and Results.............:........................................................... 6-1
Pipe Capacity Evaluation :....................................................................... 6-2
Phased Future Pipe Capacity Evaluation ............................................... 6-2
Section 7 Capital Improvement Plan.............................................................. 7-1
Basis of Cost Estimate Existing and Future Scenarios ........................... 7-1
Deficiencies Found............................................................................ .....7-1
Existing Improvements and Cost ............................................................ 7-1
Future Improvements and Cost .............................................................. 7-4
Section 8 Capacity Assessment, Management, Operations and
Maintenance Program (CMOM) ...................................................................... 8-1
EPA's Proposed Revisions to NPDES Regulations ................................ 8-1
What is a CMOM? .................................................................................. 8-1
Actions to .be taken by City to Develop a CMOM Program ..................... 8-4
List of Tables
Table 2-1 Reclamation Plant Trunk Lines............................................... 2-2
Table 2-2 Collection System Modeled Siphons ...................................... 2-3
Table 2-3 Collection System Lift Stations ...............................................2-3
Table 3-1 Service Area Population Projections....................................... 3-1
Table 3-2 Existing Land Use Conditions ................................................. 3-2
Table 3-3 Buildout Conditions Land Use ................................................ 3-4
Table 4-1 Wastewater Collection System Pipe Inventory .......................4-3
Table 4-2 Wastewater Collection System Pipe Material Inventory.......... 4-4
Table 4-3 Sewer Generation Factors...................................................... 4-5
Table 5-1 Modeled Pipe Summary .........................................................5-1
Table 5-3 Model Calibration Results...............................,....................... 5-3
Table 5-5 Existing Deficiencies............................................................... 5-4
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Table of Contents
Table 6-1 Future Sewer Deficiencies...................................................... 6-2
Table 7-1 Existing Improvements and Cost............................................ 7-2
Table 7-2 Future Improvements and Cost .............................................. 7-5
List of Figures
Figure 1-1 Project Vicinity Map ..........................................................,.... 1-2
Figure 3-1 Existing Land Use.....................................................Appendix H
Figure 3-2 Existing Land Use Conditions within Proposed International
Airport................................................................................................................ 3-3
Figure 3-3 Future Land Use Conditions within Proposed International
Airport................................................................................... Appendix H
Figure 3-4 Future Land Use Conditions within the Proposed International
Airport.................................................... ............................................ 3-3
Figure 3-5 Existing Wastewater System Model .........................Appendix H
Figure 4-1 Manhole Stripping Procedure ................................................ 4-2
Figure 5-1 Existing Deficient Wastewater Collection System.....Appendix H
Figure 5-2 Existing Wastewater Collection System Flows .........Appendix H
Figure 6-1 Future Deficient Wastewater Collection System.......Appendix H
Figure 6-2 Future Wastewater Collection System Flows ...........Appendix H
APPENDICES
Appendix A- MGD Technology's Temporary Flow Monitoring Site Report
Appendix B- Existing Peaked Model Analysis
Appendix C - Existing Peaked Model Design
Appendix D - Future Peaked Model Analysis
Appendix E - Future Peaked Model Design
Appendix F - Water Department Flow Data
Appendix G - WRP Influent Flows 2001
Appendix H - Large Wall Map Figures
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City of San Bernardino Wastewater Collection System Master Plan
SECTION 1 - INTRODUCTION
BACKGROUND AND PURPOSE
The City of San Bernardino (City) was incorporated in 1859 with a base population of
approximately 1,000 inhabitants. The City has now grown .to a population of
approximately 185,400 in an area of approximately 60 square miles.
The Sewer Collection System Master Plan (SMP) has been prepared under an
agreement between the City and Psomas with the purpose of studying the City's
existing sewer system capacity, integrity and the systems ability to handle future land
use changes and redevelopment to the year 2020. It is anticipated that 5 -10 year
master plan updates will be required to review historical growth and future growth
conditions. Psomas will make recommendations for improvements based on the new
land use information provided from the City, population projections obtained from
current census data and data capture form temporary flow monitoring the City has
contracted as part of this project. Hydraulic modeling will be used as a tool to determine
system deficiencies and determine sizing and alignments of new mains to eliminate
deficiencies.
ThiS report presents the planning methodology, criteria, and assumptions used to
develop the SMP, as well as the input and results of the hydraulic modeling and the
recommended capital improvement plan with cost estimations for the City's wastewater
collections system.
STUDY AREA DESCRIPTION
The City is located in San Bernardino County approximately 60 miles east of the City of
Los Angeles and is surrounded by the City of Redlands on the south, the City of
Highland on the east, and the City of Rialto on the west and the San Bernardino
National Forest on the north. Figure 1-1 is a vicinity and location map of the City and it's
surrounding area.
The City has some pockets of the County areas that use the City's sewer mains. And
there are some portions of the City that use East Valley Water District's sewer services.
TA very small portion of parcels are on septic tanks and make no significant change in
the study.
The existing land use within the City's service area is composed of the various urban
type classifications that will be discussed in detail at a later time. Some vacant
properties exist within the City's service area that are classified as commercial,
industrial, and residential especially in the older central portion of the City. All effluent is
conveyed through mains in a southerly direction through out the City and eventually all
effluent is collected at the City's Wastewater Treatment Facility (WWTF) that uses three
outfalls as point of elimination. This WWTF also collects flows from the neighboring
communities of the City of Highland, Redlands and Loma Linda.
PSOMAS ,_
1-1
City of San Bernardino Wastewater Collection System Master Plan
o INSERT FIGURE 1-1
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PSOMAS
1-2
City of San Bernardino Wastewater Collection System Master Plan
o ACKNOWLEDGMENTS
The preparation of this master plan was made possible by the team efforts of
participants below. Psomas would like to thank each one for their valuable contribution.
City of San Bernardino - Public Works
Ray Casey
Robert Sepulveda
John Van Havermaat
Paul Munz
City of San Bernardino - Water Department
Bernard Kersey
John Perry
City of San Bernardino - GIS Department
Ruth Parish, GIS Coordinator
Matthew Torrance
o
Psomas
John Thornton, P.E., Project Manager
Aaron J. Gutierrez, Project Engineer
Greg Watanabe, Engineer
Lisa Stromme, Engineer
MGD Technologies
Richard Delgadillo, Associate Project Manager
o
PSOMAS
1-3
City of San Bernardino Wastewater Collection System Master Plan
o SECTION 2 - EXISTING WASTEWATER COLLECTION SYSTEM
DATA COLLECTION AND PROCESSING
The mapping, flow monitoring and system data used to complete this study came from
different sources and has been used to complete this report, develop the hydraulic
model and used in analyzing the land use and wastewater facilities. Data came from
various sources: the City's GIS department, Public Works, Water Department, Water
Reclamation Plant (WRP), MGD Technologies and the United States Census Bureau.
Flow monitoring data was collected using the services of MGD Technologies. All data
was collected and compiled by MGD and delivered to Psomas for analyses. During the
nine (9) days of flow monitoring no rainfall occurred. Although no data was collected, a
site sheet is included in Appendix A for the single new rain gauge at 234 South
Mountain View Avenue.
Data from the City's Water Department and Water Reclamation Plant (WRP) was also
used in the final calibration of the model. The Water Department's data consisted of
five (5) separate monitoring locations throughout the City. The supplied data tables are
in Appendix F. The WRP's data gave monthly and annual flows at each of the three
(3) inlets into the WRP itself. The flow table is located in Appendix G of this report.
o The reports prepared by MGD technologies are in Appendix A.
Population data used to perform the population analysis was obtained from the United
States Department of Finance from a report entitled, "Historical Census Populations of
Places, Towns, and Cities in California, 1850-1990". This data was also supplemented
with year 2000 census update (185,401 population estimate).
MAPPING
The City has begun the effort of incorporating the majority of the sewer atlas sheet into
a Geographical Information System (GIS). This .GIS is maintained by the City's GIS
Department and updated as needed. Psomas was contracted to update their existing
wastewater collection system GIS. The process began by the City sending Psomas
twenty-seven (27) AutoCAD drawing files containing their exiting wastewater collection
system. The data within the files was projected into a NAD83 Zone V State Plane
Coordinate System and then converted into a single GeoDatabase. Psomas then
expanded the newly created index grid by the addition of grid cells to cover all areas of
possible expansion by the City. Finally, based upon this new index grid all manholes
within City were renumbered for system simplicity and completion. The completed
GeoDatabase has been delivered by Psomas to the City via CD-ROM.
o
Currently the City has 35 sewer atlas sheets that include sewer mains, tracts and
parcels, street names, manhole stationing and depths. The City has done some updates
on these maps manually and the latest copies of the atlas sheets were given to Psomas.
for the master plan study. As part of this master plan study all Atlas sheets given to
PSOMAS_
2-1
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City of San BernCirdino Wastewater Collection System Master Plan
Psomas have been digitally scanned and geo-referenced using State Plane
Coordinates (NAD83 Zone V) and the City's parcel data. From these atlas sheets and
GIS files, Psomas prepared a digital hydraulic model using H20MAP Sewer version 2.5
representing a skeletonized model of the existing system (See Section 4 for details). It
is now possible to use this skeletonized model as a stepping-stone to complete the
entire wastewater system digitally, if the City so desires.
The City's current mapping of their existing wastewater collection system is an excellent
representation of the system in ground and provided an excellent source for digital
mapping purposes. Because of this study, the City now has their sewer collection
system, land use (existing and future), tributary areas, and atlas sheets in digital format.
DESCRIPTION OF SYSTEM
Wastewater generated within the City of San Bernardino flows predominately by gravity
to the City of San Bernardino Water Reclamation Plant (SBWRP). The SBWRP is
located between "E" Street and Waterman Avenue south of Mill Street. Flows are fed
into the plant by three (3) trunk lines: Arrowhead, "E" Street, and the East Side trunks.
The average inflows for the three trunk lines recorded by the City of San Bernardino
Water Department are listed in Table 2-1
Table 2-1
San Bernardino Wastewater Reclamation Plant Trunk Lines
- Trunk Name/Location Size (inches) Material 'Q"9 (MGD)
Arrowhead: Arrowhead Avenue & Oranoe Show Road 54 RCP 8.04
"E" Street: "E" Street & Chandler place 20 CI 3.06
East Side: Amos Avenue & Dumas Street 54 RCP 14.23
'Denotes per the City of San Bernardino Water Department for the year 2001.
In addition to the flows generated by the City, the SBWRP also collects flows from the
adjacent City of Loma Linda to the south and the East Valley Water District (EVWD) to
the east. The City of Lama Linda uses two interconnections (18" and 21") tothe City of
San Bernardino's wastewater system located south of the Interstate 10 Freeway just
east of Waterman Avenue. These flows are routed to the SBWRP via the "E" Street
trunk line where flows from the southern and south-central potion of the City are also
collected. To the east, the EVWD uses a single 48" JPA interconnection to the City's
wastewater collection system. These flows are routed to the East Side trunk line along
with the flows generated by the southeast corner of the City. The Arrowhead trunk line
collects the remaining portion of the City that equates to 56% of the average annual
total inflow into the SBWRP.
Being a foothill community various sized drainage channels cut through the City
creating obstacles for gravity fed pipelines. To overcome these challenges the City has
placed many siphons and lift stations throughout. To accurately analyze the wastewater
collection system sixteen (16) siphons and fourteen (14) lift stations modeled.
PSOMAS __
2-2
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City of San Bernardino Wastewater Collection System Master Plan
Descriptions of the modeled siphons and lift stations are located in Table 2-2 and Table
2-3 respectively.
PSOMAS
2-3
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City of San Bernardino Wastewater Collection System Master Plan
Table 2-2
San Bernardino Wastewater Collection S stem Modeled Si hons
. .
1-14".1-24"
1-14",1-24"
1-8",1-22"
1-8"..1-12"
1-6", 1-10" DIP
1-8",1-12",1-20" DIP
1-16"
1-18",1-24" Steel
1.8"
1-33"
1-14",1-16",1-20" Steel
1-8".1-10-", 1-24", 1-24"
1-8"
1-21"
1-10"
1-18"
List only includes modeled siphons _ '
Sa Be
Table 2-3
d' Wastew te Collection S stem Lift Stations
f l'prox.
N,; 0' hp Wet Wel' Md' '. '.I'.JClty
Lilt Station N.JmelLocatlon Pumps (each) Dla. (feet) (mches) (gpm)
'Ai rt: Commercenter-West & Ai rt Drive
'Allen: Allen Street & Central Avenue
Arrowhead: SBWRP
'Carousel: "E" Street & Court Street
'C' Hall: 3rd. Street & "0" Street
'Colton: Inland Center Drive & 1-215 Freewa
"E" Street:"E" Street & Chandler Place
East Interce tor: SBWRP
'Fairwa : Fairwa Drive & Camino Real Drive
'Ma : Ma Street & Isabella Drive
'Ma Co.: Inland Center Mall
'Meridian: Meridian Avenue & Randall Avenue
'Pine: Christine Street & Christo her Street
'Truck Farm: Washin ton Avenue & Ennis Street
2
2
4
2
2
2
4
3.0
5.0
6
4
175
200
34,800
300
175
1,125
70,300
21,900
1,420
225
450
763
225
330
4.0
7.0
5.0
4X4
6.0
6
6
8
3.0
3.0
7.5
PSOMAS
2-4
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City of San Bernardino Wastewater Collection System Master Plan
CURRENT SYSTEM CONDITIONS
Presently, there are a total of approximately 45,000 sewer connections installed in the
wastewater system. This number is obtained by using the current service area
population of 140,000 divided by the average number of people living per household.
This number is used as an average number and should be examined closer by
determining the number of total active connection the City has.
The City currently has a CHS database containing a compilation of wastewater
collection system maintenance records. Upon querying the database between January
1,2000 and August 27,2001 a total of 210 "Stoppage Reports" have been recorded.
Further analysis revealed that approximately 90% of the recorded incidents have been
due to grease buildup within the wastewater pipes. The majority of the remaining
records are listed as "Unknown" which can mean any number of unknown wastewater
system related problems. These can include but are not limited to root intrusion,
unknown buildup, collapsed mains,
PSOMAS
2-5
City of San Bernardino Wastewater Collection System Master Plan
o SECTION 3 - PLANNING DATA AND CRITERIA
EXISTING POPULATION
The City currently provides wastewater service for a population of approximately
140.000. Even though there is a population of 185,000 in the City, approximately 25% of
the population of the City is within the East Valley Water District (EVWD), which provide
sewer service. Table 3-1 represent the total City population through year 2000.
Table 3-1
Service Area PODulation Projections
Year Population Change % . Increase
1950 63.058 19.412 44%
1960 91.922 28.864 46%
1970 106.869 14.947 16%
1980 118.794 11,925 11%
1990 164.164 45.370 38%
2000 185.401 21.237 13%
o
LAND USE AND GROWTH
Existing and General Plan
Wastewater flows are usually directly proportional to population growth, but they are
also related to where flows are generateQ within a community. This is where land use
becomes an important parameter especially when certain dense land use categories
are large.
The City's land use and general plan are all now contained entirely in a geographic
information system (GIS) database using Arcview 3.2 technology. All land use is
represented by parcel and can be used for a wide variety of analyses aside from
generating wastewater flows. The database consists of parcel information within the
City's service area and each parcel has been given a land use. Parcels vary in size and
range from less than one acre to several hundred acres. Streets and highways have
been removed from the database and do not reflect into the total sum of the City's
service area. The existing land use for the City is tabulated in Table 3-2 and shown on
Figure 3-1.
o
PSOMAS
3-1
o
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City of San Bernardino Wastewater Collection System Master Plan
Table 3-2
Conditions Land Use
riculture
Commercial General
Commercial Retail
Industrial Hea
Institution Li ht
Institutional
Multi Famil Residential
Open Space
Public/Quasi Public
School
Si Ie Famil Residential
Two Famil Residential
Vacant
6
4,195
2,833
414
2,776
148
919
383
430
313
35,742
7,695
223
36.48
1825.31
1583.95
740.51
3545.30
492.96
354.09
7902.03
1215.57
427.43
10519.01
2009.72
2479.76
Note: Values do
not Include
. acreage for
roads,
highways, and
drainage
channels
The City
anticipate
s major
developm
ent and
change in
land use
within the
next five
to ten
years
within the
Norton Air Force Base, converting it into an international airport. Currently, Norton Air
Force Base is closed and does not function to any great capacity, therefore not
contributing any major effluent into the sewer system and considered vacant. In order to
anticipate new sewer generation factors in the airport area, Psomas established future
land use classification for the area within the proposed airport. facility, changing the
existing land use classifications of vacant to industrial. Figure 3-2 and 3-4 illustrate this
change.
Total 56,077 33,132.1
Figure 3-2 Exisbng Land Use Classifications within the Proposed International Airport.
PSOMAl_
3-2
o
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City of San Bernardino Wastewater Collection Systern Master Plan
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Dlndustrial Light
Figure 3-4 Future Land Use Classifications within the Proposed International Airport.
".
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DOpe" Space
[iDlndustrlal Light
.CommerClal General
Future land use acreage can be seen on Table 3-3 and Figure 3-3 shows the mapping
of the future land use for the City used in this report.
PSOMAS
3-3
o
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City of San Bernardino Wastewater Collection System Master Plan
Table 3.3
Buildout Conditions Land Use
A riculture
Commercial General'
Commercial Retail
Industrial Hea
Institution U ht'
Institutional
Multi Famil Residential
o n S ace
PublidQuasi Public
School
Sin Ie Famil Residential
Two Famil Residential
Vacant'
6
4,195
2,833
414
2.776
148
919
383
430
313
35.742
7,695
223
36.48
2479.66
1583.95
740.51
3580.42
492.96
354.09
7902.03
1215.57
427.43
10519.01
2009.72
1790.30
'Denotes changes in land use from existing.
Total 56,077 33,132.1
FLOW MONITORING LOCATIONS
The Psomas sub-contracted MGD Technologies Inc. to conduct a Temporary Flow
Monitoring Study (TFMS) of the City's wastewater system at five different locations.
The sites were monitored for nine days. All sites were monitored from January 4
through January 14, 2002.
This TFMS was conducted for two reasons. (1) For the City to confirm assumptions of
flows experienced within the City, and (2) to be used for hydraulic modeling calibration
purposes. Figure 3-5 shows the City area, along with the modeled system and the
locations of the flow monitoring sites. The TFMS report compiled by MGD Technologies
Inc. is located in Appendix A.
The City's Water Department performed temporary flow monitoring in September 2001
on the seven main trunks leading into the Wastewater Reclamation Plant (WRP). There
is also continuous flow monitoring at three locations entering the WRP. All of this
information, along with specific monitoring for this project was used in developing and
calibrating the flow model.
PSOMAS
3-4
City of San Bernardino Wastewater Collection System Master Plan
o SECTION 4 - MODEL DEVELOPMENT
SOFTWARE SELECTION CRITERIA
Two (2) software products were evaluated prior to the selection of the modeling
software. They were, (1) H20MAP Sewer (MWH Soft) and (2) SewerCAD (Haestad).
Both packages offered sufficient resources to complete the project. However, the MWH
Soft H20 MAP Sewer application offered extensive GIS capabilities. This matched
perfectly since the City has built and maintained a GIS representation of the existing
wastewater collection system.
SELECTION OF MODELED WASTEWATER SYSTEM
The City's wastewater collection system ranges from 4" to 54" in diameter. It was
outside of the project scope to model every transmission line and therefore a selection
of pipes was performed based on the best representation of the system using only main
transmission lines in a process called skeletonization. It requires analyzing the City's
Atlas Sheets, land use and the overall collection system map. This process included
the selection of pipes larger than 10" in diameter and all transmission pipes 10" or
smaller that collected flows from large tributary areas to be included into the wastewater
collection system hydraulic model.
o
MODELING AND DATA CAPTURING PROCESS
Within the selected pipeline alignments as specified above all corresponding manholes
were included within the ,selection. This process generates an initial phase of the
skeletonization process. The final process includes the stripping out of unnecessary
manholes to reduce the overall number of modeled pipes and associated manholes.
The criteria set for this process was as follows.. .If a manhole contains a pipe-in and a
pipe-out of the same diameter, same material, and a slope differential of less than or
equal to 0.003 ftIft, then that particular manhole it to be removed and the two pipes are
to be joined as a single pipe with a new slope calculated by holding the new upstream
and downstream inverts as shown in Figure 4-1. If anyone of the previous criteria is
not satisfied then the manhole is to remain and become part of the wastewater
collection system skeletonized hydraulic model.
o
PSOMAS ~
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City of San Bernardino Wastewater Collection System Master Plan
Figure 4-1
Manhole Stripping Procedure
Initial profile with unnecessary manhole (MH-2)
MH-1
MH-2
Finished Grade
Manhole
12" VCP
5=0.0410 ftllt
L = 100 It
12"VCP
5=0.0390 ftllt
L 120 It
MH-3
INV 1020.00 It
Pipeline
INV 1015.90 It
INV 1011.22 It
Same profile with unnecessary manhole removed and recalculated
slope and length
MH-1
Finished Grade
Manhole
INV 1020,00 It
12"VCP
5=0.0392 ftllt
L=224 It
MH-3
Pipeline
INV 1011.22 It
Table 4-1 shows the current total inventory of the City's wastewater collection system
with a breakdown on length by material displayed on Table 4-2. However,
approximately 30% of the City's wastewater collection system was modeled using only
its main trunks. The pipes and manholes were selected based upon a selection criteria
(as previously described) developed by Psomas and approved by the City prior to the
models' construction. A total of 1,661 pipes were used to construct the hydraulic model
consisting of pipes in the range from 6-inches to 54-inches. in diameter. Diameters,
material and length came from the City's GIS files and atlas sheets. The pipe material
roughness coefficients were obtained using recommended values found internally within
the software. A total of 1,641 manholes were modeled using invert elevations obtained
from the GIS also provided by the City.
PSOMAS ,-
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City of San Bernardino Wastewater Collection System Master Plan
Table 4-1
City of San Bernardino
Wastewater Collection System
Pipe Inventory
Diameter Materld Length (L.F I
4 ASS 100
PVC 200
VCP 475
6 ASS 1.614
Concrete 1.249
VCP 30,792
8 ASS 18.737
DIP . 1.447
PVC 20.244
RCP 1,366
VCP 1.689,454
10 PVC 1,146
VCP 96.848
12 PVC 3,154
Steel . 450
VCP 110,591
14 VCP 5,023
15 RCP 330
VCP 88,418
16 VCP 2,554
18 VCP 47,455
20 VCP 870
21 VCP 48,547
22 VCP. 205
24 VCP 34,679
27 VCP 46,183
30 VCP 15,248
33 VCP 6.754
36 RCP 220
VCP 16.953
39 VCP 2,000
42 VCP 1,987
45 RCP 474
48 VCP 6,778
54 RCP 13,300
Tolal Length, " 2,315,845,
PSOMAS -_
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City of San Bernardino Wastewater Collection System Master Plan
I
Table 4-2
City of San Bernardino
Wastewater Collection System
Pipe Material Inventory
PIPE MATERIAL LENGTH
ABS 20,451
Concrete 1,249
DIP 1.447
PVC 24,744
RCP 15.690
Steel 450
VCP 2,251,814
~ ~ '
Total Length .. 2,315,~
I .
There were 16-siphons modeled as specified in Table 2-2. The three (3) siphons not
included into this study were located on portions of the wastewater collection system not
selected as the skeletonized model.
Siphons were modeled by the lise of a H20MAP Sewer pipe-drawing tool that enables
multiple parallel pipes between two nodes to be created. To simulate the sag (lowest
point) in the siphon a third manhole was added between the two existing manholes.
However, due to the unavailability of data, all siphon sag elevations were unknown. To
complete the model an assumed value of ten (10) feet below the downstream invert was
used as the siphon sag invert for all modeled siphons.
There were fourteen (14) wastewater collection system lift stations modeled to complete
this study as specified in Table 2-3. The remaining two lift stations were not.modeled
due to their location within the SBWRP.
These stations were added to the model using the software's expanded modeling
capabilities. Within H20MAP Sewer are various tools that enable the addition of such
lift stations along with wet well dimensions and pump capacities.
Sewer Generation factors are shown in Table 4-3.
PSOMAS
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City of San Bernardino Wastewater Collection System Master Plan
Table 4-3
City of San Bernardino
Sewer Master Plan - 2002
Land-Use Sewage Generation Factors
.
Sin Ie Famil Residential
Two Famil Residential
Multi-Famil Residential
Commercial-General
Commercial-Retail
Industrial-Li ht
Industrial-Heav
Institutional
Vacant
Open S ace
A ricultural
Public/Quasi-Public
School
SFR
TFR
MFR
CG
CR
IL
IH
INST
VAC
OS
AG
PUB
SCH
300
600
2000
600
1000
1000
2000
800
o
o
100
800
1000
PSOMAS
4.64E-04
9.28E-04
3.09E-03
9.28E-04
l,55E-03
1.55E-03
309E-03
1.24E-03
o
o
1.55E-04
1.24E-03
l,55E-03
300
400
2000
600
600
1000
2000
800
o
o
100
800
1000
4.64E-04
6. 19E-04
3.09E-03
9,28E-04
9.28E-04
1.55E-03
3.09E-03
1.24E-03
o
o
1 .55E-04
1.24E-03
1.55E-03
4-5
City of San Bernardino Wastewater Collection System Master Plan
o SECTION 5 - EXISTING SYSTEM ANAL YSIS
o
110
"
1!
i!
"
;;
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I
SYSTEM MODELED
The modeled wastewater system was skeletonized for simplification. The skeletonized
model consists of gravity pipes, manholes, and a single outlet. There are 1,641
manholes and 1,661 gravity pipes ranging from 4 to 54 inches summing up to a total
length of 750,718 linear feet or 142 miles of sewer main have been modeled. Table 5-1
shows the lineal feet of wastewater system modeled.
4
6
8
10
12
14
15
16
18
19
20
21
22
24
27
30
33
36
39
42
45
48
54 .
Total Len th
1.185
2.897
182.361 .
102.839
110.481
6.731
99.598
3.907
44,299
889
4.278
46,154
1.072
36.633
52,879
17,940
5,845
5,912
1.366
2,064
444
6,816
13,929
750,519
PSOMAS --
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City of San Bernardino Wastewater Collection System Master Plan
H20MAP SEWER MODEL
All modeling of the wastewater system was conducted in H20MAP SEWER 2.5 under a
steady state condition and calibrated under the steady state condition. Figure 5.1
displays the modeled system with existing deficiencies that correlates with Table 5-5.
MODEL RUNS AND RESULTS
The H20MAP SEWER 2.5 output results are easily interpreted with the use of the
graphics interface and tabular outputs. Figure 5-2 shows the graphic output for flows
generated by the existing conditions of the wastewater model.
MODEL CALIBRATION AND VERIFICATION
Calibration of any hydraulic model is an important part of modeling. Calibration usually
determines the validity of the model results as compared to field data. As discussed
previously, flow-monitoring data was used to determine peaking factors and a peaking
equation to be used in concert with base loadings attributed to land use classes. The
flow monitoring data is also used to compare the model results with the field results
obtained from the flow monitoring. Using the data colleted from MGD Technologies,
Inc., Psomas compared the model results with the field data acquired. Using average.
day flows from the monitoring sites and the City wastewater treatment plant, and
comparing these to the model result, Psomas was able to calibrate the model to an
overall percent error of 4.9 %. Calibration was obtained by beginning at the wastewater
treatment plant verifying that model results were as close to the outlet point's values.
Verification of the other calibration points followed. The results of the modeled outlet
points where close to actual field data and the only outlet point needing adjusting.in the
model was for the East Trunk Line by accounting for flow coming in form the Loma
Linda line. Table 5-3 summarizes the calibration and shows the percent error found at
each monitoring point and gives the overall percent error of the model.
PSOMAS
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City of San Bernardino Wastewater Collection System Master Plan
Table 5-3
Model Calibration Results
Model Calibration
3.729
0.031
5.044
0.278
4,750
4.640
16.280
22.090
4.002
0,002
0.049
0.015
0286
4.930
17.116
22.362
Overall
.
7%
6%
1%
5%
6%
6%
5%
3%
4.9%
As the results show all calibration points where below the originally established 10%
with the largest difference at label 810 and the smallest difference at 1036. All field data
was compared to model results under a base flow scenario. These base flows were
obtained using the adjusted SGFshown in Table 4-3.
In summary, the differences in flow rates between the measured field data and the
calculated model data can be explained as areas of high vacancy. With this in
consideration, and the intent to calibrate the model, a base flow scenario run was
initiated using the adjusted SGF.
PIPE CAPACITY EVALUATION
The ratio of flow depth to pipe diameter is designated as dID. The dID ratio was used to
identify. pipes needing improvement. The City's criteria is dID = 0.50 for pipes less than
15 inches in diameter and dID = 0.75 for pipes 15 inches in diameter and greater. Using
these criteria to determine deficient pipes resulted in the pipes shownin Table 5-5.
PSOMAS
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City of San Bernardino Wastewater Collection System Master Plan
Insert Table 5-5
Existing Deficiencies
(Intentionally Blank)
PSOMAS --
5-4
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City of San Bernardino Wastewater Collection System Master Plan
Insert Table 5-5
Existing Deficiencies
(Intentionally Blank)
PSOMAS ~-
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City of San Bernardino Wastewater Collection System Master Plan
EXISTING CAPACITY OF TREATMENT PLAN
The San Bernardino Water Reclamation facility (WRP) has been operated by the City of
San Bernardino Municipal Water Department since 1973. The service area not only
includes the City of San Bernardino, but also, the City of Loma Linda, East Valley Water
District, San Bernardino International Airport, Patton State Hospital, and parts of San
Bernardino County, The WRP treatment train includes screening, grit removal, primary
clarification, activated sludge (biological oxidation) with nitrification and denitrification
and secondary clarification. In March 1996, the cities of San Bernardino and Colton
wastewater treatment plants jointly opened the Rapid Infiltration and Extraction (RIX)
facility, where secondary-treated water undergoes the final filtering and disinfecting
process to produce wastewater that is superior or equivalent to those produced by
conventional filtration (tertiary) systems.
The WRP has a rated capacity of 33 MGD and is currently treating an average of 28
MGD.
PSOMAS-
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City of San Bernardino Wastewater Collection System Master Plan
o SECTION 6 - BUlLDOUT SYSTEM ANAL YSIS
o
o
I
it
a
SYSTEM MODELED
In order to adequately see the future development of the City's wastewater system, a
coherent general plan was developed using information from the City of San
Bernardino. This general plan represents the buildout conditions a community may
experience by determining land use and population projections. As communities grow,
land use changes or grows and this must be represented in the future system analysis
to show how it will impact the City's wastewater system. The only change in land use for
the City was within the proposed Intemational Airport area (abandoned Norton Air Force
Base). This buildout condition represents the possible land use in the year 2020. These
changes where discussed in Section 3 of this report.
A county island area east of the City known as the Donut Hole is seeking sewer
services from the City. Service could be provided to this area by connecting to the
City's sewer in San Bernardino Avenue at Mountain View. The projected sewer flows
from the Donut Hole are:
Phase I (Citrus Plaza)
Donut Hole Build Out
AveraQe Flow. cfs
0.21
2.68
Peak Flow. cis
0.52
6.70
In addition, it is purported that the City of Redlands owns a maximum of 17% of the flow
capacity in the San Bernardino Avenue Sewer. For the purpose of this study, Psomas
assumed 17% of the flow capacity of the first Sewer pipe reach flowing at a
depth/diameter (d/D) ratio of 75% or 1.043 cfs. The Donut Hole area and City of
Redlands capacity is included in the Build Out Analysis.
With the exception of the addition of the City of San Bernardino International Airport, the
physical infrastructure of- the City's sewer system did not change. However, with the
addition of the International Airport some infrastructure will have to be upgraded and is
discussed further in the following section.
BUILDOUT MODEL RUNS AND RESULTS
Figure 6-1 shows the future system deficiencies and Figure 6-2 graphically displays the
flow rates generated by future conditions of land use. Table 6-1 list the future scenario
deficiencies expected because of land use changes in the year 2020. It is assumed the
City of San Bernardino is completely built out and will only change by a small degree in
land use, with the majority of the impact expected in the International Airport area.
PSOMAS
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City of San Bernardino Wastewater Collection System Master Plan
PIPE CAPACITY EVALUATION
Pipe capacity evaluation for the future land use scenario was determined as explained
in the Existing System Analyses with the ratio of flow depth to pipe diameter is
designated as dID. The same criteria set by the City was adhered to and the analyses
where conducted using peak scenarios in the model using future land use changes.
Table 6-1 list the deficiencies found in the scenario and provide a list of pipes found
deficiencies with their identification numbers to facilitate the location of the pipe on
Figure 6-1.
PHASED FUTURE PIPE CAPACITY EVALUATION
At the request of the City a phased future scenario study was performed. The City
requested a listing of deficient pipes that were directly related to the new Donut
Hole/Citrus Plaza and Norton Air Force Base developments at 50% buildout. A listing of
the deficient pipes is as follows...
Future/Build Out Conditions:
Donut Hole/Citrus Plaza Development:
Pipe ID's: 2569, 2621,2625, 2627, 2629,2631,3767, 3769, 3771, 3773, 3775,3777,
and 3779.
NAF.B. Development:
Pipe ID's: 2473 and 2475.
50% FuturelBuild Out Conditions:
Donut Hole/Citrus Plaza Development:
Pipe ID's: 2629, 2631,3777, and 3775.
N.A.F.B. Development:
Pipe ID's: 2473.
PSOMAS ~-
6-2
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City of San Bernardino Wastewater Collection System Master Plan
Insert Table 6-1
Future Sewer Deficiencies
(Intentionally Blank)
PSOMAS
6-3
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City of San Bernardino Wastewater Collection System Master Plan
Insert Table 6-1
Future Sewer Deficiencies
(Intentionally Blank)
PSOMAS __
6-4
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City of San Bernardino Wastewater Collection System Master Plan
SECTION 7 - CAPITAL IMPROVEMENT PLAN
BASIS OF COST ESTIMATE EXISTING AND FUTURE SCENARIOS
Cost for Capital Improvements for this cost estimate were derived from a list of tasks
related to the removal and construction of sanitary sewers and estimated by PSOMAS
based on the recent construction bids of similar projects. These tasks include both the
improvements of replacing or paralleling existing pipes to improve the capacity of the
wastewater collection system. These tasks are: Abandoning and construction of pipe,
manholes, traffic control, shoring, wye installation, and paving. Cost estimates are
based on costs as of January 2002 for the Inland Empire.
DEFICIENCIES FOUND
Deficiencies found in this study are a reflection of possible problems the City may
experience as a result of peaked situations in the sewer system. Deficiencies shown in
this study are to be taken as concerns with field crews monitoring and evaluating the
areas during real peaked scenarios. Sensitivity analysis will reduce the number of
deficiencies the City will need to be concerned with and focus on the existing
improvements illustrated below.
EXISTING IMPROVEMENTS AND COST
The existing improvements and related cost are shown in Table 7-1 and make the
recommended improvement between replacing and paralleling existing sewer mains.
These improvements have been recommended by conducting analyses of the hydraulic
model of the wastewater system using a peaked scenario of the existing land use.
These improvements can be seen in Figure 5-1.
PSOMAS ,_
7-1
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City of San Bernardino Wastewater Collection System Master Plan
PSOMAS -_
TABLE 7-1 IMMEDIATE IMPROVEMENTS AND COST
INTENTIONALLY BLANK
7-2
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City of San Bernardino Wastewater Collection System Master Plan
PSOMAS ~-
TABLE 7-1 IMMEDIATE IMPROVEMENTS AND COST
INTENTIONALLY BLANK
7-3
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City of San Bernardino Wastewater Collection System Master Plan
FUTURE IMPROVEMENTS AND COST
The future improvements and related cost are shown in Table 7-2 and make the
recommended improvement between replacing and paralleling existing sewer mains.
These improvements have been recommended by conducting analyses of the hydraulic
model of the wastewater system using a peaked scenario of the future land use. These
improvements can be seen in Figure 6-1.
PSOMAS __
7-4
10
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City of San Bernardino Wastewater Collection System Master Plan
PSOMAS --
TABLE 7-2 FUTURE IMPROVEMENTS AND COST.
(INTENTIONALLY BLANK)
7-5
10
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City of San Bernardino Wastewater Collection System Master Plan
PSOMAS
TABLE 7-2 FUTURE IMPROVEMENTS AND COST.
(INTENTIONALLY BLANK)
7-6
City of San Bernardino Wastewater Collection System Master Plan
o
SECTION 8 - CAPACITY ASSURANCE, MANAGEMENT, OPERA TION, AND
MAINTENANCE PROGRAMS (CMOM)
EPA'S PROPOSED REVISIONS TO NPDES PERMIT REGULATIONS
The EPA is proposing revisions to the NPDES permit regulations to improve the
operation of municipal sanitary sewer collection systems, reduce the frequency and
occurrence of sewer overflows, and provide more effective public notification when
overflows do occur. This proposal will provide communities with a framework for
reducing health and environmental risks associated with overflowing sewers. The result
will be fewer overflows, not combined sewer overflows, although EPA does request
comment on applying the proposed reporting, record keeping, and public notification
standard permit condition to combination sewers. Requirements include:
. Capacity Assurance, Management, Operation, and Maintenance
Programs.
. Notifying the Public and Health Authorities.
. Prohibition of Overflows.
. Expanding Permit Coverage to Satellite Systems.
o WHAT IS A CMOM?
The acronym CMOM is derived from Capacity Assurance, Management, Operation, and
Maintenance Programs. These programs will help communities ensure they have
adequate wastewater collection and treatment capacity and incorporate many standard
operation and maintenance activities for good system performance. When
implemented, these programs will provide for efficient operation of sanitary sewer
collections systems.
What makes up aCMOM Program?
There are five basic elements of a CMOM program. They include:
1. A written program that summarizes all of their activities.
2. An overflow emergency response plan - This plan should include the
training and certification for the wastewater treatment plant and collection
systems as well as a history of prior spillages, overflows, ppe failures,
pump failures, etc.
3. System evaluation and capacity assurance plan.
4. Program audits - this is a formalized program that periodically reviews
how well the CMOM program is working.
5. Communication program - this program is developed to inform the public
about what the City is doing to protect human health and the environment.
o
PSOMAS __
8-1
City of San Bernardino Wastewater Collection Systern Master Plan
o Documents ,Needed for the CMOM Standard Permit
The following are the documents that are required for a CMOM Standard Permit:
1. Written summary of the CMOM program
2. Overflow emergency response plan
3, Program audit report
The components of a CMOM program to be included in the documents are as
follows:
o
. Identification of Program Goals - The City must establish, in writing,
specific goals and courses of action to set the CMOM program into
operation. The City needs to include this in their written summary of their
CMOM program, .
. Administrative and Maintenance Functions - The responsibilities for
managing and implementing CMOM program activities need to be clearly
defined, documented, and communicated. Job descriptions need to be
defined along with references to the proper certifications per position.
. Legal Authorities - The proposed CMOM provisions identifies five classes
of activities that the EPA generally believes are necessary for
implementing a CMOM program.
o Controlling infiltration and connections from inflow sources. The
City needs to establish a program to identify their level of infiltration
and develop measures to control it. The measures may include
repair or rehabilitation and/or better inspection services during
construction.
o Requiring that sewers and connections be properly designed and.
constructed. Measures to be taken include changing specifications
to allow zero allowable leakage and adding instructions and training
programs for inspectors.
o Ensuring proper installation, testing and inspection of new and
rehabilitated sewers. Measures to achieve this objective include an
implementation plan and enforcement of the design requirements.
o Addressing flows from municipal satellite collection systems. If
flows from other districts or municipalities are received, the City will
need to 1) identify base flow, 2) determine if the other entity has an
III (Infiltration and Inflow) problem, 3) if there is an III problem how
the City will handle it.
o Implementing the general and specific prohibitions of the national
pretreatment program. The City needs to develop a pretreatment
program if they don't have one and develop measures to implement
it.
o
PSOMAS
8-2
City of San Bernardino Wastewater Collection System Master Plan
o
o
. Measures and Activities - Municipalities and water treatment districts
would need to implement a variety of measures, activities and programs to
meet the five performance standards in the proposed CMOM requirement.
. Maintenance Facilities and Equipment - Permittees would need to provide
adequate maintenance facilities and equipment.
. Maintenance of Collection System Map - Permittees must keep an up-to-
date and accurate map of their collection system.
. Use of Timely, Relevant Information - Timely information is necessary for:
o Providing emergency responses.
o Investigation of problems and complaints that cause or may lead to
overflows and determining an appropriate response.
o Scheduling and tracking inspections.
o Planning maintenance activities and work orders.
o Managing parts, equipment and tool inventories.
o Developing training plans and schedules.
o Tracking and preventing accident incidents.
o Planning, staffing, and budgeting.
o Identifying hydraulic and physical deficiencies and prioritizing
responses.
o Identifying programmatic deficiencies and developing appropriate
responses.
. Routine Preventative Operation and Maintenance Activities - Preventative
maintenance activities should ensure that the permittee:
o Routinely inspects the collection system, including pump stations,
and addresses damage or other problems. .
o Investigates complaints and promptly corrects faulty conditions.
o Provides maintenance records, an adequate workforce and
appropriate equipment in working order.
o Maintains and updates a schedule of planned activities.
. Preventative Maintenance plan activities typically address:
o Planned, systematic and scheduled inspections.
o Planned, systematic and scheduled cleaning and repairs ofthe
system based on past history.
o Proper sealing and/or maintenance of manholes.
o Regular repair of deteriorating sewer lines.
o Remediation of poor construction.
o Inspection and maintenance of pump stations and other
appurtenances. .
o Program to ensure that new sewers and connections are properly
designed and constructed and new connections of inflow sources
are prohibited.
. Identification and Prioritization of Structural Deficiencies and Responding
Rehabilitation Actions - Permittees must inspect their sewers, identify
structural deficiencies and than adopt a prioritized plan for rehabilitation.
. Training - Municipalities and water treatment districts must create a
documented training program.
o
PSOMAS -_
8-3
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City of San Bernardino Wastewater Collection System Master Plan
. Equipment and Replacement Parts Inventories - Adequate equipment and
replacement parts must be assembled.
. Design and Performance Provisions - An effective program that ensures
that new sewers are properly designed and installed is necessary. Such a
program would ensure:
o Requirements and standards are in place for the installation of new
collection system components and for major rehabilitation projects.
o Procedures and specifications for inspecting and testing the
installation of new sewers, pumps and other appurtenances and for
rehabilitation and repairprojects are implemented.
. Monitoring, Measurement and Program Modifications - The permittee
needs to establish a program that monitors the CMOM program,
measures its performance and has the capability to make necessary
changes.
ACTIONS TO BE TAKEN BY THE CITY TO DEVELOP A CMOM PROGRAM
The City already has many of the components developed that make up a CMOM
Program. With a few minor revisions and additions to their Sanitary Sewer Overflow
Prevention and Response Plan dated February 1999, they have a good start on the
development of their Overflow Emergency Response Plan. The following items are
components that they will need to develop in order to fully develop a CMOM Program.
Written Program
The City will need to develop a written program that summarizes all of their activities.
The written program will identify the program goals and courses of action to set the
CMOM Program into operation. The following are the proposed sections that need to be
included in their written program. .
. Program Goals
. Management and Implementation Responsibilities - The program
will need to clearly outline the responsibilities for managing and
implementing CMOM Program activities. Job descriptions will
need to be included to ensure that all employees know specific
responsibilities and that responsible parties have proper
certification.
. Training - They must create a documented training program. They
have bits and pieces of this already in their Overflow Prevention
and Response Plan. They need to identify which employees need
to receive which courses of training and develop schedules to
achieve the objectives.
. Planning - They already have included a section in their Overflow
Prevention and Response Plan. It would be more appropriately
included in this document.
PSOMAS
8-4
City of San Bernardino Wastewater Collection System Master Plan
o
o
. Budgeting - This section may want to break down by percentage
the amount of the City's resources that will be designated for
individual budget items such as: maintenance of existing
infrastructure, salaries, debts, equipment, new construction, etc. A
budget amount should also be designated for the development,
implementation and monitoring of the CMOM Program.
. Staffing - The staffing needs to be documented by name and title.
. Equipment and Replacement Parts Inventories - The City has
already developed an emergency equipment list as part of their
Overflow Prevention and Response Plan. In addition, they need to
develop an inventory of replacement parts. An inventory-tracking
program must be developed and implemented.
. Infiltration and Inflow - The City need to identify a method to
determine their current level of infiltration and identify methods to
control it, ways of monitoring it and measures the results.
. Standards and Specifications - The City should make revisions to
their standard plans and specifications which would address the
following issues:
1. Make revisions to allow zero leakage from new
construction.
2. Provide testing procedures to ensure construction meets
the City's standards.
3. Standards for sewer rehabilitation methods and
techniques.
4. Procedures for inspecting new construction and
rehabilitation projects.
. Satellite Collection Systems - The City needs to identify and
document base flow from all satellite collection systems. They
need to determine if any of the satellite collection systems have an
I" problem and determine how to handle the problem.
Communications and contacts for the satellite systems need to be
identified and included in this portion of the document.
. Preventative Maintenance Plan - The City has addressed this issue
to some degree in their Overflow Prevention and Response Plan.
This plan needs to be revised to include methods to expand the
plan as the City's infrastructure expands, methods to monitor the
plan, insure that it is being implemented and assign accountability.
Included in their plan should be provisions for properly sealing
existing manholes, remediation methods for faulty construction
previously accepted by the City, a regular schedule for
rehabilitation of aging and deteriorating sewer facilities, including
pump stations, siphons and other appurtenances. The plan should
also include a documentation procedure.
. Pretreatment Program - The City needs to develop a pretreatment
program if they do not already have one. They need to include
o
PSOMAS
8-5
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City of San Bernardino Wastewater Collection System Master Plan
information regarding the implementation and monitoring the
program.
. Routine Preventative Operation and Maintenance Activities - The
City should develop a plan to schedule, document and track routine
inspection activities and document how they are being
accomplished. They must develop a program to inspect their
sewers, identify structural deficiencies and adopt a prioritized plan
for rehabilitation. The plan should include procedures for citizens to
file complaints, procedures for investigating complaints and records
of the responses; it should provide maintenance records
documenting workforce and equipment utilized in the work order.
The plan should also include a procedure for maintaining and
updating a schedule of planned activities.
. Communication Program - They need to develop as part of this
document a communication program to inform the public about the
City is doing to protect human health and the environment. The
program should spell out the type of communication, the frequency
of communication, who is responsible for the program, methods for
monitoring the program and insuring its implementation.
. Maintenance of Collection System Map - The City must maintain
an up-to-date and accurate map of their collection system.
Procedures to update and maintain the map should be outlined in
this section. Responsibility for maintaining the map should be
assigned and methods for insuring the accuracy of the map should
be defined.
Overflow Emergency Response Plan
Upon completion of the Written Program portion of the CMOM Program, the City should
revise their Sanitary Sewer Overflow Prevention and Response Plan to include only
those items related to Emergency Overflow Response. The plan should specifically
include th.e following sections: .
. Spill Response
. Posting Procedures
. Emergency Response
. Restoration
. Documentation of Events
. Reporting and Notification
All sections should be expanded, if necessary, to include definitions of the required
activities, provisions for monitoring and updating the individual plans, assign
responsibility for implementing the plans and keeping them current.
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City of San Bernardino Wastewater Collection System Master Plan
Program Audit Report
A Program Audit Report will need to be developed by the City to monitor the CMOM
Program, measure its performance and provides provisions for future changes to the
program. The report should include procedures for reporting results to the governing
agencies. board of directors. City employees and the general public.
M \4SAN120100 5B Sewer MPIReport\MaslerPlan-Dralt Rev 2002_9_25 ClOC
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APPENDICES
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Appendix A
MGD Technology's Temporary Flow Monitoring Site Report
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Appendix B
Existing Peaked Model Analysis
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TABLE LEGEND FOR APPENDIX B & D: MODEL ANALYSIS
The model analysis spreadsheets show the values required to analyze the
wastewater collection system during the specified loading scenario.
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10 = Model pipe identification number.
FROM ID = Upstream model MH number.
TO ID = Downstream model MH number.
DIA. = Pipe diameter, inches.
LENGTH = Pipe length, feet.
FULL FLOW = Calculated flow rate if the pipe was flowing full (d/D=100%), cubic
feet per second.
DES FLOW = Design Flow = Calculated flow rate if the pipe was flowing at its
design dID ratio, cubic feet per second.
PIPE FLOW = Model pipe flow rate, cubic feet per second.
FULL EXCS = Full Excess = Allowable flow rate before pipe will flow full, cubic
feet per second.
DES EXCS = Design Excess = Allowable flow rate before pipe will flow at its
design dID ratio, cubic feet per second.
DEPTH = Average depth of flow in the pipe, feet.
CRIT DEPH = Critical Depth = Depth of flow in the pipe at which requires the
minimum amount of energy to flow, feet. .
VELOCITY = Speed of flow through the pipe, feet per second.
DES_DD = Design dID Ratio = Maximum ratio of the depth of flow (d) to pipe
diameter (D), inches over inches.
. ACT _DD = Actual dID Ratio = Actual ratio of the depth of flow (d) to pipe
diameter (D), inches over inches.
dID Ratio Criteria:
Pipes < 15" in diameter = dID Ratio::; 0.50 (50%)
Pipes ~ 15" in diameter = dID Ratio::; 0.75 (75%)
Velocity Criteria:
Minimum Design Velocity = 2 fps
Maximum Design Velocity = 10 fps
Flow velocities lower than the City's Design Standard of 2 fps are considered an
ancillary deficiency regarding existing pipelines thus are not considered to be
deficient. Areas showing velocities of 0.0 fps are the first pipes (end of a branch)
of a piping system. Because of the loading method used in modeling, typically
the initial pipe of system contains no flow. Usually these pipes are removed from
the skeletonized piping system, but for completeness they are to remain.
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. Velocities exceeding the City's Design Standards mayor may not be acceptable.
The majority of pipes shown in Appendix B that contain velocities exceeding 10
fps are either drop-structures or siphons. The remaining pipe sections were
constructed with steep slopes. To remedy this situation sections of the pipelines
will have to be redesigned, removed, and reconstructed. This is not
recommended and thus the reason for not being included in the C.I.P. as
deficiencies.
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Appendix C
Existing Peaked Model Design
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TABLE LEGEND FOR APPENDIX C & E: MODEL DESIGN
The model design spreadsheets show the recommended improvements and their
corresponding costs to adhere to the specified dID ratio requirements.
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ID = Model pipe identification number.
FROM ID = Upstream model MH number.
TO ID = Downstream model MH number.
DIA. = Pipe diameter, inches.
LENGTH = Pipe length, feet.
REPLACE DIA. = Replacement Pipe Diameter = Calculated pipe diameter
required such that the depth of flow reduces the dID ratio below the
specifications, inches.
REPLACE COST = Replacement Pipe Cost = Calculated cost to replace the
corresponding deficient pipe with the recommended replacement size, U.S.
Dollars.
PARALLEL DIA. = Parallel Pipe Diameter = Calculated pipe diameter required to
lay parallel to the existing pipe such that the depth of flow reduces the dID ratio
below the specifications, inches.
PARALLEL COST = Parallel Pipe Cost = Calculated cost to lay the
recommended replacement size parallel pipe along the existing pipe, U.S.
Dollars.
dID Ratio Criteria:
Pipes < 15" in diameter = dID Ratio:s; 0.50 (50%)
Pipes ~ 15" in diameter = dID Ratio :s; 0.75 (75%)
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Appendix D
Future Peaked Model Analysis
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TABLE LEGEND FOR APPENDIX B & D: MODEL ANALYSIS
The model analysis spreadsheets show the values required to analyze the
wastewater collection system during the specified loading scenario.
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ID = Model pipe identification number.
FROM ID = Upstream model MH number.
TO ID = Downstream model MH number.
DIA. = Pipe diameter, inches.
LENGTH = Pipe length, feet.
FULL FLOW = Calculated flow rate if the pipe was flowing full (dlD=1 00%), cubic
feet per second.
DES FLOW = Design Flow = Calculated flow rate if the pipe was flowing at its
design dID ratio, cubic feet per second.
PIPE FLOW = Model pipe flow rate, cubic feet per second.
FULL EXCS = Full Excess = Allowable flow rate before pipe will flow full, cubic
feet per second.
DES EXCS = Design Excess = Allowable flow rate before pipe will flow at its
design diD ratio, cubic feet per second.
DEPTH = Average depth of flow in the pipe, feet.
CRIT DEPH = Critical Depth = Depth of flow in the pipe at which requires the
minimum amount of energy to flow, feet.
VELOCITY = Speed of flow through the pipe, feet per second.
DES_DD = Design diD Ratio = Maximum ratio of the depth of flow (d) to pipe
diameter (D), inches over inches. .
ACT _DD = Actual diD Ratio = Actual ratio of the depth of flow (d) to pipe
diameter (D), inches over inches.
dID Ratio Criteria:
Pipes < 15" in diameter = diD Ratio $ 0.50 (50%)
Pipes ~ 15" in diameter = diD Ratio $0.75 (75%)
Velocity Criteria:
Minimum Design Velocity = 2 fps
Maximum Design Velocity = 10 fps
Flow velocities lower than the City's Design Standard of 2 fps are considered an
ancillary deficiency regarding existing pipelines thus are not considered to be
deficient. Areas showing velocities of 0.0 fps are the first pipes (end of a branch)
of a piping system. Because of the loading method used in modeling, typically
the initial pipe of system contains no flow. Usually these pipes are removed from
the skeletonized piping system, but for completeness they are to remain.
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Velocities exceeding the City's Design Standards mayor may not be acceptable.
The majority of pipes shown in Appendix B that contain velocities exceeding 10
fps are either drop-structures or siphons. The remaining pipe sections were
constructed with steep slopes. To remedy this situation sections of the pipelines
will have to be redesigned, removed, and reconstructed. This is not
recommended and thus the reason for not being included in the C.I.P. as
deficiencies.
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Appendix E
Future Peaked Model Design
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TABLE LEGEND FOR APPENDIX C & E: MODEL DESIGN
The model design spreadsheets show the recommended improvements and their
corresponding costs to adhere to the specified dID ratio requirements.
o
ID = Model pipe identification number.
FROM ID = Upstream model MH number.
TO ID = Downstream model MH number.
DIA. = Pipe diameter, inches.
LENGTH = Pipe length. feet.
REPLACE DIA. = Replacement Pipe Diameter = Calculated pipe diameter
required such that the depth of flow reduces the dID ratio below the
specifications, inches.
REPLACE COST = Replacement Pipe Cost = Calculated cost to replace the
corresponding deficient pipe with the recommended replacement size, U.S.
Dollars.
PARALLEL D1A. = Parallel Pipe Diameter = Calculated pipe diameter required to
lay parallel to the existing pipe such thatthe depth of flow reduces the dID ratio
below the specifications, inches.
PARALLEL COST = Parallel Pipe Cost = Calculated cost to lay the
recommended replacement size parallel pipe along the existing pipe, U.S.
Dollars.
dID Ratio Criteria:
Pipes < 15" in diameter = dID Ratio::; 0.50 (50%)
Pipes ~ 15" in diameter = dID Ratio::; 0.75 (75%)
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Appendix F
Water Department Flow Data
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Appendix G
WRP Influent Flows 2001
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Appendix H
Large Wall Map Figures
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