SPILL PREVENTION, CONTROL, AND
COUNTERMEASURE PLAN
UNIVERSITY OF CALIFORNIA SAN DIEGO
LA JOLLA, CALIFORNIA
by
Haley & Aldrich, Inc.
San Diego, California
for
University of California San Diego
La Jolla, California
File No. 31259-000
10 May 2013
Haley & Aldrich, Inc.
9040 Friars Road
Suite 220
San Diego, CA 92108
Tel: 619.280.9210
Fax: 619.280.9415
HaleyAldrich.com
10 May 2013
File No. 31259-000
University of California, San Diego
Environmental Affairs Division
9500 Gilman Drive #0089
La Jolla, California 92093-0089
Attention:
Mr. Tod Ferguson
Hazardous Materials Business Plan Manager
Subject:
Spill Prevention, Control, and Countermeasure Plan
University of California San Diego
La Jolla, California
Dear Mr. Ferguson:
Haley & Aldrich, Inc. (Haley & Aldrich) is pleased to submit this updated Spill Prevention, Control
and Countermeasure (SPCC) Plan designed to include measures to prevent, contain and minimize the
environmental impacts of spills from oil storage tanks and portable containers currently used on
University of California, San Diego (UC San Diego) Campus.
Please feel free to call the undersigned if you have questions regarding this document.
Sincerely yours,
HALEY & ALDRICH, INC.
Richard M. Farson, P.E.
Vice President
c:
David Lange, LEED AP, REM
Regulatory Specialist
University of California San Diego; Attn: Mr. Tod Ferguson
University of California San Diego; Attn: Ms. Julie Hampel
G:\31259_UCSD\Final\text w_signatures.docx
TABLE OF CONTENTS
Page
LIST OF TABLES
LIST OF FIGURES
1. INTRODUCTION
1 1.1 1.2 1.3 1 2 2 2 2 3 3 3 4 4 5 5 1.4 1.5 2. iii iii Plan Organization
Plan Applicability
SPCC Plan/Program Administration
1.3.1 Plan Coordinators and Emergency Contacts
1.3.2 Plan Amendments
1.3.3 Review and Re-certification of Plan
1.3.4 Location of SPCC Plan
Conformance to Applicable Standards
Plan Certifications
1.5.1 Professional Engineer Certification
1.5.2 Facility Certification
1.5.3 Certification of the Applicability of the Substantial Harm Criteria Checklist
CAMPUS BACKGROUND
2.1 2.2 2.3 2.4 2.5 2.6 2.7 UC San Diego Main Campus Description
2.1.1 Location and Activities
2.1.2 Campus Layout and Site Plan
Campus Drainage
Campus Storage Capacity
2.3.1 Aboveground Storage Tanks (ASTs)
2.3.2 55-Gallon Drums
2.3.3 Elevators and Transformers
2.3.4 Emergency Generators (EGs)
2.3.5 Oil Water Separators
2.3.6 Underground Storage Tanks
2.3.7 Grease Traps
2.3.8 Motive Power Containers
2.3.9 Cooking Oil ASTs
Oil Handling Activities
2.4.1 Piping
2.4.2 Fuel Loading/Unloading
Spill Containment Measures
2.5.1 Passive Secondary Containment
2.5.2 Active Secondary Containment
SPILL/RELEASE POTENTIAL AND DIRECTION OF FLOW
2.6.1 Fuel Loading/Unloading
2.6.2 Leaky Valves or Piping
2.6.3 Tank Failure, Rupture or Puncture
2.6.4 Mishandling of Drums
2.6.5 Hydraulic Systems at Powell Complex
Security
6 6 6 6 7 7 7 8 8 8 8 8 9 9 9 9 9 10 11 11 12 13 13 13 13 13 14 14 i
2.8 2.9 3. 15 3.1 15 15 15 15 16 16 16 16 17 Inspections
3.1.1 ASTs, Drums, Generators, Mobile Equipment, and Associated Piping
3.1.2 Transformers
3.1.3 Elevators
3.1.4 Spill Kits
Integrity Testing
Loading and Unloading Best Management Practices
Discharge of Stormwater from Diked Areas
SPCC Education and Awareness
DISCHARGE RESPONSE
18 4.1 4.2 18 18 18 18 19 4.3 4.4 5. 14 14 DISCHARGE PREVENTION
3.2 3.3 3.4 3.5 4. Spill History
Equipment Not Yet Fully Operational
Small, Incidental Releases
Large Spills (Releases of Oil Greater Than 42 Gallons)
4.2.1 Oil Spill Contingency Plan
Equipment for Spill Response and Personal Protection
Spill Response Contractor
DISCHARGE REPORTING
20 5.1 5.2 5.3 20 20 22 University Reporting
Federal Reporting
State & Local Reporting
REFERENCES
24 TABLES
FIGURES
APPENDIX A - Re-Certification of the SPCC Plan
APPENDIX B - Certification of the Applicability of the Substantial Harm Criteria Checklist
APPENDIX C - SPCC Rule Compliance Cross-Walk
APPENDIX D - Loading and Unloading Procedures
APPENDIX E - Transformer Design Example
APPENDIX F - Spill Report Form
APPENDIX G - SPCC Compliance Schedule
APPENDIX H - Inspection Forms - Containers
APPENDIX I - Inspection Forms - Generators
APPENDIX J - Inspection Forms - Transformers
APPENDIX K - Inspection Forms - Elevators
APPENDIX L – Drainage Log
APPENDIX M - Spill Response Contact List
ii
LIST OF TABLES
Table No.
Title
I
Summary of Storage, Use, Prediction of Oil Flow and Direction During
Release
LIST OF FIGURES
Figure No.
Title
1
Site Locus
2
General Site Map
3
Site Map – Containers
4
Site Map – Emergency Generators
5
Site Map – Transformers
6
Site Map - Elevators
iii
1.
INTRODUCTION
This Spill Prevention Control and Countermeasures (SPCC) Plan (Plan) is required for the University
of California San Diego (UC San Diego) because the volume of aboveground oil storage at the campus
is greater than the applicability threshold under the federal SPCC regulations (40 CFR 112). A SPCC
Plan is required for facilities which have an aggregate aboveground storage capacity of oil greater than
1,320 gallons in containers greater than 55-gallons in capacity. As of the preparation date of this SPCC
Plan, UC San Diego’s aboveground oil storage capacity is approximately 135,690 gallons. UC San
Diego operates underground storage tanks (USTs) containing petroleum products, however, the USTs
are subject to the technical requirements of 40 CFR, Part 280, as well as the state analogue to these
federal regulations. Consequently, the USTs are exempt from SPCC plan requirements except for
identification of their locations on the Site Plan (Figures 3 through 6).
This SPCC Plan has been prepared in accordance with good engineering practices. This SPCC Plan
has the full approval of UC San Diego management to commit the necessary resources for
implementation.
1.1
Plan Organization
This SPCC Plan is divided into the following five sections:
Introduction
Section 1 presents the administrative elements of the SPCC Plan including the Plan’s overall
conformance with State and Federal SPCC regulations, where the Plan is located, who maintains
control over the Plan, the process and requirements for updating/modifying the Plan, and certifications.
Campus Background
Section 2 provides a physical description of UC San Diego’s’ campus and its oil storage locations, inplace containment measures, and potential release scenarios. Section 2 provides an overview of UC San
Diego’s’ campus, discusses oil storage/handling locations and practices, and provides details about
where and how a release would impact the Site. The Section specifically discusses oil storage
inventory, active and passive spill containment, facility drainage, release scenarios, and historical spill
events.
Discharge Prevention
Section 3 begins the active portion of this SPCC Plan. This section discusses requirements for
inspections, integrity testing, best management practices, personnel training, plan amendment, plan
review, and recordkeeping. These are actions that must be performed by UC San Diego personnel on a
continual basis to prevent oil discharges from occurring.
Discharge Response
Section 4 describes the response actions and activities that will lead UC San Diego personnel in the
event oil is discharged to the environment. A discussion of discharge event sizes, discharge notification
procedures, and spill response activities are provided.
Discharge Reporting
Section 5 describes the verbal and written requirements associated with a discharge event. Federal and
State reporting is discussed as well as recordkeeping requirements.
1
1.2
Plan Applicability
This SPCC Plan was written specifically for UC San Diego’s main campus located on Gilman Drive, in
La Jolla, California (Figure 1). The campus is generally bounded by Genessee Ave. to the north,
Torrey Pines Road and La Jolla Village Drive to the south, Regents Road to the east, and Torrey Pines
Road and the Pacific Ocean to the west. Interstate Highway 5 (I-5) passes through the eastern portion
of the campus, separating the main campus from the UC San Diego Medical Center and Mesa Housing.
The Scripps Institute of Oceanography (SIO), located to the southwest of the main campus, is included
as part of the main campus for purposes of this SPCC Plan.
1.3
SPCC Plan/Program Administration
The Campus SPCC Coordinator will maintain control over the SPCC Plan/SPCC Program and will
engage UC San Diego Departments: Resource Management & Planning (RMP), Housing, Dining &
Hospitality (HDH), UC Health Systems, and Student Affairs (SA) for management of containers and oil
handling activities, as necessary.
1.3.1
Plan Coordinators and Emergency Contacts
The Campus SPCC Coordinator is:
Name: Tod Ferguson
Title: Hazardous Materials Business Plan Manager
9500 Gilman Drive #0089
La Jolla, CA 92093-0089
Office Phone: 858.534.9745
Office Fax: 858.534-1564
The Campus SPCC Coordinator is responsible for overall administration of this SPCC Plan,
including amendments, certifications, reporting, record-keeping, education, and spill response.
In addition, the Campus SPCC Coordinator is responsible for coordinating inspections and
maintaining records of inspections and spill incidents.
1.3.2
Plan Amendments
This SPCC Plan must be amended whenever there is a change in campus design, construction,
operation or maintenance which materially affects the campus’ potential for the discharge of oil
into or upon the navigable waters of the United States or adjoining shorelines. Such changes
may include, but are not limited to:





Addition to or reduction of oil storage capacity;
Types of oil materials stored, used or generated;
Modifications to containment areas;
Drainage system modifications; and
Changes in SPCC Plan coordination and/or emergency contact numbers.
A registered Professional Engineer (P.E.) must certify all non-administrative amendments to the
SPCC Plan.
2
1.3.3
Review and Re-certification of Plan
Regardless of whether changes have occurred at the campus, this SPCC Plan must also be
reviewed and evaluated at least once every five years. If the review identifies an increased
potential for a release, the SPCC Plan will be amended within six months to include more
effective prevention and control technology if such technology will significantly reduce the
likelihood of a spill event at the campus, as long as such technology has been field-proven at
the time of the review. The SPCC Plan may be periodically amended to reflect changes in the
campus. Any technical amendments to the SPCC Plan must be re-certified by a P.E..
The five-year SPCC Plan review and evaluation will be documented by signing a statement as
to whether the Plan will be amended. The following statement will suffice: “I have completed
review and evaluation of the SPCC Plan for University of California San Diego on (date), and
will (will not) amend the Plan as a result.” This statement must be included in the Plan
(Appendix A).
1.3.4
Location of SPCC Plan
This SPCC Plan will be maintained at UC San Diego’s Environment, Health and Safety
Department located at 9500 Gilman Drive, La Jolla, California and shall be made available to
the Local Agencies and the United States Environmental Protection Agency (EPA) Regional
Administrator, if so requested.
Hard copies of the SPCC Plan may be distributed to RMP, HDH, UC Health Systems, and SA,
as requested. An electronic copy of the SPCC Plan is also available online at the Environment,
Health & Safety Department’s Blink webpage.
1.4
Conformance to Applicable Standards
This SPCC Plan is in conformance with the most current SPCC regulations, which were last amended
on 5 November 2009. In complying with the applicable requirements of the SPCC regulations, 40 CFR
112, no deviations were employed or claimed in this SPCC Plan. This facility has met the general
requirements for this SPCC Plan listed under 40 CFR 112.7 and the specific discharge prevention and
containment procedures listed in 40 CFR 112.8. The required Substantial Harm Criteria screening for
exemption from developing a facility response plan has been completed and is found in Appendix B. A
cross-reference guide is provided in Appendix C which demonstrates this SPCC Plan’s compliance with
SPCC rule requirements.
In addition to conformance with the federal SPCC rules, this facility is in conformance with the
following California State requirements:
Hazardous Materials Release Reporting - 19 CCR, Section 2703 (Hazardous Materials Business
Plan); California H&SC Division 20, Chapter 6.67 (Aboveground Petroleum Storage Act)
The Aboveground Petroleum Storage Act (APSA) requires owners and operators of tank facilities to
prepare and implement a SPCC plan in accordance with part 112 of Title 40 of the federal Code of
Regulations. Pursuant to H&SC 22507(a) and 19 California Code of Regulations 2703: A handler must,
upon discovery, immediately report to the Certified Unified Public Agency (CUPA) and California
Emergency Management Agency (EMA) any release or threatened release of a hazardous material if
3
there is a reasonable belief that the release or threatened release poses a significant present of potential
hazard to human health and safety, property, or the environment. There is no quantitative reportable
quantity stated, and this treat/hazard-based reporting requirement applies regardless of whether the
release enters a waterway or escapes a facility.
California Water Code Section 13271
State law (California Water Code section 13271 et seq.) requires that any person who causes or permits
any sewage or hazardous substance to be discharged in or on any waters of the state, or discharged or
deposited where it is, or probably will be, discharged in or on any waters of the state, shall, as soon as
(1) that person has knowledge of the discharge; (2) notification is possible; and (3) notification can be
provided without substantially impeding cleanup or other emergency measures, to immediately notify
the California EMA of the discharge.
California Water Code Section 13272
This statute requires the campus to immediately notify the California EMA of:
1) the discharge of any oil or petroleum product in or on any waters of the state; or
2) the discharge or deposit of any oil or petroleum product where it probably will be discharged in or
on any waters of the state.
1.5
Plan Certifications
1.5.1
Professional Engineer Certification
I have reviewed this Spill Prevention Control and Countermeasure (SPCC) Plan and the Plan satisfies the
requirements of 40 CFR Part 112, Oil Pollution Prevention. Being familiar with the provisions of the Oil
Pollution Prevention regulations, I attest that the SPCC Plan has been prepared in accordance with good
engineering practices, including consideration of applicable industry standards. This certification in no
way relieves the owner or operator of this facility of his duty to prepare and fully implement this plan in
accordance with the Oil Pollution Prevention regulations.
Richard M.Farson, PE
Printed Name of Licensed Professional Engineer
Signature of Licensed Professional Engineer
License No: 47269
State of: California
Exp. Date: 31 December 2013
4
1.5.2
Facility Certification
I certify that UC San Diego has the necessary personnel and equipment resources available to respond to
a discharge within appropriate response times and/or have a written contractual agreement with an oil
spill removal organization that identifies and ensures the availability of the necessary personnel and
equipment within the appropriate response times. I hereby approve this SPCC plan and authorize the
commitment of the resources necessary to implement this plan.
1.5.3
Printed Name of University Official
Title
Signature of University Official
Date
Certification of the Applicability of the Substantial Harm Criteria Checklist
40 CFR Section 112.20(e) of the facility response plan regulation requires that all facilities
regulated by the Oil Pollution Prevention Regulation conduct an initial screening to determine
whether they are required to develop a facility response plan. The criteria in this checklist can
be found in 40 CFR 112.20(f)(1). The completed form is included in Appendix B.
5
2.
CAMPUS BACKGROUND
This section provides a description of SPCC-related features and activities at UC San Diego’s main
campus. It provides essential details of the oil storage capacity, passive secondary containment
structures, active secondary containment measures, potential discharge volumes of onsite containers,
and the discharge direction. This section forms the baseline background information for this SPCC
Plan.
2.1
UC San Diego Main Campus Description
2.1.1
Location and Activities
UC San Diego operates under the University of California System of the State of California.
The UC San Diego main campus comprises over 500 buildings, including administrative,
academic, residential and maintenance buildings, playing fields and gymnasiums, located on
approximately 1,200 acres in La Jolla, California. The campus is generally bounded by
Genessee Ave. to the north, Torrey Pines Road and La Jolla Village Drive to the south,
Regents Road to the east, and Torrey Pines Road and the Pacific Ocean to the west (Figure 1).
I-5 passes through the eastern portion of the campus, separating the main campus from the UC
San Diego Medical Center and Mesa Housing. SIO is located to the southwest of the main
campus and is bounded on the west by the Pacific Ocean.
The campus is primarily used for student housing, academic buildings, athletics, administrative
offices, research, and maintenance services. UC San Diego operates on a year round basis with
student related activities operated on a quarter basis, with the first quarter beginning in
September and ending in December, the second quarter beginning in January and ending in
March, and the third quarter beginning in April and ending in June. During the summer
months, the campus is used for summer camps and a limited summer class schedule.
Site activities related to the storage and handling of oil in containers equal to or larger than 55
gallons (SPCC covered) include:
2.1.2

Motor vehicles, maintenance vehicles (trucks, lawn mowers, etc.), public transportation
(buses) - gasoline and diesel fuel storage and dispensing;

Emergency generators - diesel fuel storage;

Electrical transformers – transformer oil storage;

Vehicle maintenance – storage of virgin motor oil and collection of used motor oil;

Elevators and hydraulics lift systems – hydraulic oil storage; and

Drum and aboveground storage tank (AST) storage of petroleum hydrocarbons.
Campus Layout and Site Plan
The General Site Map (Figure 2) presents a layout of the campus. The Site Plans (Figures 3-6)
present the location and contents of aboveground storage tanks (ASTs), the location and content
of storage drums, the location of spill kits, the location of storm drain inlets, and the direction
6
of surface water runoff (Figures 3 through 6). Pursuant to SPCC Rule requirements for a
facility diagram outlined in CFR 112.7(a)(3), the following items are identified in the Site Plan:
2.2

ASTs and USTs (including content and capacity);

Mobile portable containers (including content and capacity);

Hydraulic operating systems or equipment;

Oil-filled electrical transformers (including content and capacity);

Oil/water separators (OWS); and

Oil transfer areas and unloading areas.
Campus Drainage
Storm water from paved drives, parking areas, and loading docks throughout the campus is directed to
a series of catch basins which drain to a storm drain system. Depending on location, UC San Diego
storm drains discharge to the City of San Diego storm drain system flowing north towards Sorrento
Valley, south towards Rose Creek, and west towards the Pacific Ocean. UC San Diego storm drains in
the vicinity of SIO also discharge directly to the Pacific Ocean.
Near the Central Garage and the CSC Grounds Shop two OWS separate oil from vehicle wash rack and
grounds maintenance wash rack operations prior to discharge to the sanitary sewer system.
Floor drains located inside buildings connect to the sanitary sewer system. All 55-gallon drums,
pending those identified in Section 2.7, have secondary containment provided by spill pallets or by the
room itself which limits offsite drainage pathways to the drains only.
There are several outdoor oil storage and oil-containing equipment areas that have secondary
containment that require the management and discharge of accumulated storm water. These areas of
secondary containment are subject to storm water accumulation, which must be released in accordance
with CFR 112.8(b)(1-2) and 112.8(c)(3), as discussed in Section 3.5.
2.3
Campus Storage Capacity
A list of oil storage containers regulated under this SPCC plan and their locations within the UC San
Diego campus is provided in Table I and depicted on Figures 3 through 6. All containers with a
capacity equal to or greater than 55 gallons are included as part of this SPCC Plan. As of the
preparation date of this SPCC Plan, UC San Diego’s aboveground oil storage capacity is approximately
135,690 gallons.
Passive and active controls implemented to prevent and contain spills of these materials are described in
Section 3 of this plan. A description of the locations of oil stored at the campus is provided in the
following sections.
2.3.1
Aboveground Storage Tanks (ASTs)
The UC San Diego main campus stores diesel fuel, hydraulic oil, and waste oil are located at
the Campus Services Complex (CSC), Powell Structural Laboratory, High Bay Physics, Central
Utilities Plant (CUP), and East Campus Utility Plant areas.
7
UC San Diego also has mobile fuel bowsers which are used to refuel emergency generators and
provide emergency fueling, as necessary. The mobile fuel bowsers are trailer-mounted tanks
which are parked at the CSC, when not in operation.
2.3.2
55-Gallon Drums
Fifty-five gallon drums store petroleum hydrocarbons, diesel fuel, and waste oil at various
locations across the campus. Most of these drums are stored inside buildings. The total
capacity of 55-gallon storage is based on a combination of observed conditions and maximum
storage capacity given existing secondary containment pads.
2.3.3
Elevators and Transformers
The UC San Diego’s main campus has passenger elevators with hydraulic storage capacities
ranging from 80 to 150 gallons.
The UC San Diego main campus has electrical transformers with oil storage capacities ranging
from 100 to 5,160 gallons.
2.3.4
Emergency Generators (EGs)
The UC San Diego main campus currently owns and operates stationary and mobile EGs. Most
EGs have double-walled belly tanks ranging from 55 gallons to 7,500 gallons. Others have
double-walled day tanks ranging from 250 to 1,000 gallons.
2.3.5
Oil Water Separators
Both OWS are exempt from all SPCC requriements in accordance with Section 112.1(d)(6) and
do not count toward facility storage capacity. Two OWSs are located at the CSC near the PPS
Grounds and the Central Garage buildings. One OWS captures oil associated with washing the
street sweeper and the other captures car/bus wash water.
2.3.6
Underground Storage Tanks
All USTs are exempt from all SPCC requriements in accordance with Section 112.1(d)(4) and
do not count toward facility storage capacity. Only the locations and general contents of USTs
are included in this SPCC Plan. These USTs are regulated under 40 CFR 280 and Title 23
California Code of Regulations (CCR) Sections 2632(d)(2), 2632(e)(2) and 2641(h). UC San
Diego monitors USTs according to its UST Monitoring Plan. The following USTs are located
at UC San Diego’s main campus:

(2) 12,000-gallon fuel tanks, one gasoline and one diesel, are located at the Fueling
Station at the CSC Fueling Station ;

A 1,000-gallon UST supplies diesel to an EG on the roof of the Chemistry Research
Building;

A 20,000-gallon diesel UST is located at the East Campus Utility Plant;

A 500-gallon diesel UST associated with the EG at Geisel Library; and
8

2.3.7
A 15,000-gallon gasoline UST services Thornton hospital.
Grease Traps
Grease traps are expempt from all SPCC requriements in accordance with Section 112.1(d)(6)
and do not count toward facility storage capacity. The following grease traps are located at UC
San Diego’s main campus.
2.3.8

A 3,000-gallon Jensen grease trap is located at Café Ventanas;

A 100-gallon grease trap is located near the Revelle Plaza Café;

A 2,000-gallon grease trap is located at Eucalyptus Point; and

A 300-gallon grease trap is located at the Price Center.
Motive Power Containers
The fuel stored by motive power containers will not be added to the cumulative campus storage
capacity because of exemption under 40 CFR 112.1(d). Fleet vehicles are considered by the
EPA to be motive power containers because the fuel they carry is for self-propulsion (EPA
2008).
2.3.9
Cooking Oil ASTs
All aboveground cooking oil/grease tanks located at UC San Diego store less than 55-gallons
therefore are not covered as part of this SPCC Plan.
2.4
Oil Handling Activities
2.4.1
Piping
Piping transfers of oil at the UC San Diego campus include:

Diesel or gasoline transfer to various sites across campus using the fueling truck;

CSC Fueling Island;

Central Utilities Plant;

Thornton Hospital;

EGs with day tanks:
–
Pacific Hall;
–
EBU-1;
–
EBU-2;
–
ECUP (two EGs);
–
CUP (three EGs);
–
Natural Sciences;
9

–
Recreation, Intramural, and Athletics Complex (RIMAC);
–
SIO T-43;
–
Stein;
–
Thornton Hospital;
–
Warren College Canyon Vista;
Powell Complex – transfer of hydraulic oil to Powell Composites Laboratory and
between buildings at High Bay Physics Lab.
The piping used for all these transfers is properly supported to minimize abrasion and corrosion
and allow for expansion and contraction in accordance with CFR 112.8(d)(3).
2.4.2
Fuel Loading/Unloading
Fuel loading (adding fuel or oil to ASTs, USTs, mobile generators, mobile fuel bowsers, or
fleet vehicle) occurs at the following locations:

CSC Fueling Island;

EGs (belly tanks);

CUP;

Thornton Hospital;

Re-used 55-gallon drums or 330-gallon totes; and

ASTs (day tanks for EGs).
Fuel delivery schedules vary, depending on usage, and all deliveries of fuel are not overseen by
USCD personnel. When USCD personnel are not available to oversee the fueling activities,
spill prevention activities are the responsibility of the fueling contractor, pursuant to conditions
of their contract with UC San Diego. UC San Diego-approved fueling procedures, at a
minimum, must be implemented by all USCD personnel when undergoing fueling activities and
by all UC San Diego contractors during fuel loading or unloading. Complete fueling
procedures are provided in Appendix D and are summarize as:
1.
Check the level in the receiving tank for adequate capacity. Chock the wheels of the
truck before transfer lines are connected.
2.
Check the transfer hose(s) for leaks, wear, or potentially faulty valves.
3.
Open the storage tank fill pipe and connect the transfer hose from the tank truck.
4.
Monitor the level in the tank during fuel transfer.
5.
After completion of fuel transfer, disconnect the hose from the fill pipe and secure the
fill pipe cover. Place the transfer hose(s) back onto the tank truck in its normal storage
position.
6.
Remove the wheel chocks.
10
7.
2.5
Inspect the fueling area for any minor or major leaks. If a leak has occurred, follow
appropriate reporting and notification procedures. Clean-up minor spilled amounts
(less than one gallon) with appropriate equipment (absorbent pads, speedy dry, etc.)
Spill Containment Measures
The material and construction of oil storage containers present at the campus are compatible with the
material stored and conditions of storage such as pressure and temperature.
Secondary containment can be provided through passive or active measures. Passive measures are
permanent installations that do not require deployment or action by the owner/operator. Conversely,
active measures are those that require deployment or other specific action by the owner/operator. Both
passive and active secondary containment measures are implemented at UC San Diego’s main campus.
2.5.1
Passive Secondary Containment
The following are passive secondary containment methods that are implemented for bulk
storage containers at UC San Diego. They provide a means of containment for the largest
single container and sufficient freeboard to contain precipitation.
Double-Walled ASTs
Six double-walled ASTs are located at UC San Diego’s main campus at the CUP, East Campus
Utility Plant, and CSC. In addition, all EG storage tanks are double-walled or have secondary
containment provided by a dike or building.
At least one of the following devices is present on all double-walled ASTs:

High liquid level alarm with an audible or visual signal at a constantly attended
operation or surveillance station. In smaller facilities an audible air vent may suffice.

High liquid level pump cutoff devices set to stop flow at a predetermined container
content level.

Direct audible or code signal communication between the container gauge and the
pumping station.

A fast response system for determining the liquid level of each bulk storage container
such as digital computers, telepulse, or direct vision gauges. If this alternative is used,
a person must be present to monitor gauges and the overall filling of bulk storage
containers.
Diking
Dikes provide secondary containment, or tertiary containment, for many AST and generators as
identified on Table I. In order to provide adequate secondary containment, diked areas must be
able to hold 110% capacity of the storage container including calculations for precipitation
(standard calcuations include precipitation values for a 24-hour, 25-year storm event).
11
55- Gallon Drums
All 55-gallon drums have, or are planned to have, secondary containment provided by spill
pallets or covered spill pallets.
Secondary Containment Provided by Building/Room
All elevator hydraulic reservoirs are located in buildings with equipment rooms, which provide
secondary containment.
The majority of 55-gallon drums located at UC San Diego’s main campus have secondary
containment provide by spill pallets but otherwise all indoor drums have secondary containment
provided through the room in which they are stored.
The hydraulic oil tank (7,500-gallon), the “junior” shaker table tank, and each of the three 500gallon pump tanks in the High Bay Physics facility are single-walled steel tanks. The two 330gallon totes are polyethylene and the 2-inch diameter transfer piping is a fiber composite
suitable for high pressure liquid transfer. All are within secondary sized containment structures.
Transformers
Industry standard design specifications for installing transformers in pervious areas with a
means of secondary containment are provided in Appendix E.
2.5.2
Active Secondary Containment
The SPCC rule allows for the use of sorbent materials and drip pans to function as active
secondary containment measures for other than bulk storage containers (Section 112.7 [c]).
These measures may be deployed either before an activity involving the handling of oil starts,
or in reaction to a discharge. Spill kits can be used as an active measure during oil transfer
operations.
Active Measures in Unloading, Loading, and Mobile Refueling Areas
Loading/unloading of petroleum products occurs at UC San Diego’s main campus as discussed
in Section 2.4.2 (adding fuel or oil to ASTs, USTs, mobile generators, mobile fuel bowsers, or
fleet vehicle).
The CSC Fueling Island piping consists of two dispensers with flexible hoses and metal
nozzles. The nozzles and rubber hose materials are compatible with both gasoline and diesel
fuels. The operating system, associated with the dispensing nozzles, disconnects the pump
power if the dispenser is not activated within 5 seconds of its removal from the cradle. This
system must be reset before fuel can be pumped at that dispenser. The hose and nozzle
dispensers are also equipped with standard break-away fittings to prevent damage to the
dispenser and island if a vehicle drives away with the nozzle attached to the fuel tank.
Fuel delivery trucks and mobile refuelers use a single hose connection to unload fuel to ASTs,
USTs, EGs, or vehicles at fueling areas designated on the Site Plan (Figures 3 through 6).
12
Active measures during unloading operations include, but are not limited to, using spill kits to
contain a discharge, placing a drain cover over a sewer drain prior to or in response to a
discharge, and placing drip pans under mechanical piping connections to contain small leaks
and spills.
Active Measures for Transformers
With few exceptions, oil-filled transformers have singled-walled steel tanks and do not have
sized secondary containment provided by dikes. As a result, spill kits will be made available
during maintenance activities and during inspections to provide an active form of spill
countermeasure. The transformer inspection schedule is discussed in Section 3.1.2.
2.6
SPILL/RELEASE POTENTIAL AND DIRECTION OF FLOW
The sources of potential oil releases at the UC San Diego campus are listed below. This section is
intended to provide the information required in section 112.7 (b) of the SPCC Regulations. Controls
and countermeasures implemented by UC San Diego to mitigate or respond to potential releases to the
environment are described in Sections 3 and 4, respectively. Potential release volumes, direction of
flow, and ultimate discharge locations are presented in Table I.
2.6.1
Fuel Loading/Unloading
A release could occur at the AST or UST locations if the delivery truck’s hoses are not
properly connected, if hoses or valves fail, if disconnection is not properly performed (i.e., still
pumping when hose is disconnected), or if the tank is overfilled.
2.6.2
Leaky Valves or Piping
Valves may leak if they are not entirely closed or may leak if they are old and/or corroded.
Piping may leak due to corrosion or through fittings. Generally, leaks of these types are slow
and will likely be mitigated through regular inspections.
As discussed in Section 2.6.5, the only underground piping at UC San Diego’s main campus is
the hydraulic system a the Powell Complex.
2.6.3
Tank Failure, Rupture or Puncture
A release from an AST (including EGs and transformers) may occur if the tank integrity is
weak (e.g., slow leak through a weld seam in a tank), or if the tank ruptures due to an outside
force (e.g., vehicle hitting a tank). These scenarios are unlikely, but deserve attention due to
the proximity of the tanks to vehicular traffic and the Pacific Ocean.
2.6.4
Mishandling of Drums
Drums are located at various locations across the campus. A release of oil could occur if a
drum is knocked over during transport, or inadvertently drained or punctured. If a release
occurred many drums are located in buildings and all drum storage locations have spill kits
located nearby.
13
2.6.5
Hydraulic Systems at Powell Complex
It is possible that a release of hydraulic oil from the pumps or the piping at the Powell Complex
could occur if a transfer hose failed. The hydraulic oil from pumps or piping would flow in the
concrete-lined trenches until it reached the closed sump in the Powell Composites building.
From there it would be pumped out and disposed of off-site.
A release to the environment from the hydraulic oil AST (7,500-gallon) in the High Bay
Physics building is unlikely because the tank is located inside the building with adequate epoxycoated concrete secondary containment.
A release from the two 330-gallon totes or the “junior” shaker table tank would be contained by
the building, therefore a release to the environment is unlikely. A third tote located outside is
typically empty and adequate sized temporary secondary containment is provided when in use.
2.7
Security
The following is a list of site security measures used to mitigate potential releases of oil:

A dedicated staff of security personnel monitors the general security for the UC San Diego
main campus 24-hours per day. Campus security personnel are cognizant of oil storage
locations;

Adequate lighting is provided at areas where oil is stored;

Many oil storage and oil-containing equipment locations are fenced and locked or are located in
restricted access areas; and

The fueling equipment can be powered off when the campus is closed.
2.8
Spill History
There have been no reportable releases of oil or oil-containing materials at UC San Diego in the last
five years. In the event a reportable release of such materials occurs in the future, this plan will be
amended to describe the incident(s), the clean-up procedures, and the structural and/or non-structural
controls subsequently implemented to minimize the potential for additional releases. Copies of all spill
reports must be appended to this plan (Appendix F).
2.9
Equipment Not Yet Fully Operational
This SPCC Plan meets the requirements of the SPCC Rule pending completion of corrective actions
identified in Appendix G.
14
3.
DISCHARGE PREVENTION
This Discharge Prevention section begins the active portion of this SPCC Plan. This section discusses
requirements for inspections, integrity testing, best management practices, personnel training, plan
amendment, plan review, and recordkeeping. These are actions that must be performed by UC San
Diego personnel on a continual basis to prevent oil discharges from occurring.
3.1
Inspections
40 CFR 112.7(e) requires routine inspections, tests, and recordkeeping for oil storage tanks, piping and
equipment as follows:
Inspections and tests must be conducted in accordance with written procedures developed for the
campus (either by the certifying engineer or by the campus). Written procedures and a record of the
inspections and tests must be kept and signed by the appropriate supervisor or inspector, with the SPCC
Plan for a period of three years. Records of inspections and tests kept under usual and customary
business practices will suffice. Inspection forms for all equipment are provided in Appendices H
through L.
3.1.1
ASTs, Drums, Generators, Mobile Equipment, and Associated Piping
All ASTs, drums, generators, mobile generators/refuelers, and associated piping must be
inspected on a routine basis in accordance with the inspection frequencies listed in Appendices
H and I; retain the records for at least 3 years.
Two containers (UC San Diego ID 16 and 17) located at the CSC store waste oil and must be
inspected on a weekly basis per 22 CCR 66265. A weekly inspection template is provided in
Appendix H.
3.1.2
Transformers
The SPCC rule requires inspections be performed in accordance with industry standards; no
industry standards are published specific to transformer inspections relative to spill prevention.
The SPCC rule does provide flexibility in implementation as long as it is consistent with good
engineering practices. The manufacturer recommends inspecting a transformer operating
normally (as defined in ANSI/IEEE C57.12.00) at an annual frequency. Should a transformer
be observed to not be operating normally; then a more frequent inspection schedule will be
implemented by UC San Diego until normal operating conditions are restored; the interim
inspection schedule will be determined on a case-by-case basis.
3.1.3
Elevators
All elevators are inspected on a routine basis by an outside vendor. An example inspection
form is provided in Appendix K.
For the recordkeeping requirements of this SPCC Plan, all elevator inspection records must be
retained for at least 3 years commensurate with standard recordkeeping procedures.
15
3.1.4
Spill Kits
Inspection personnel should check the inventory of spill kit materials on a monthly basis and
restock as needed.
3.2
Integrity Testing
The SPCC rule requires that oil containers be tested for integrity on a regular schedule. The type and
frequency of integrity testing varies depending on the size and design of the container. The EPA allows
visual inspection as an equivalent measure for integrity testing if the design of the container allows for
visual inspection of all sides of the container, including the bottom. The majority of oil storage
containers at UC San Diego fit these inspection criteria although all ASTs are part of an integrity
testing program. In addition to integrity testing, UC San Diego must ensure that all containers are
inspected according to Section 3.1 of this SPCC Plan.
However, if during visual inspections, the condition of a container is suspected or observed to cause
failure and discharge of product, integrity testing must be performed unless the container is taken out of
service. Also, integrity tests must be performed whenever material repairs are made. Integrity testing
must be performed by a “Qualified AST Inspector” who is accredited by the American Petroleum
Institute (API) or certified by the Steel Tank Institute (STI), a P.E. experienced in AST design, or a
tank manufacturer’s representative. Retain any integrity testing results for the duration of the life of the
container.
3.3
Loading and Unloading Best Management Practices
Loading and unloading of oils is discussed in Section 2.5.2 and active measures are implemented during
all activities. Active measures during loading/unloading activities include, but are not limited to,
ensuring that loading/unloading vehicles have wheel locks and the area is cordoned off to prevent
unauthorized entry of personnel or equipment, ensuring that the lowest drain and all outlets are
inspected for leaks and corrected, if necessary, prior to truck departure, ensuring all loading/unloading
connections at the ASTs are securely capped or blank-flanged when not in service or when in standby
for an extended period of time, using spill kits to contain a discharge, placing a drain cover over a
sewer drain prior to or in response to a discharge, and placing drip pans under mechanical piping
connections to contain small leaks and spills. Specific loading/unloading procedures provided in
Appendix D must be met, or exceeded, by all UC San Diego personnel or contractors.
3.4
Discharge of Stormwater from Diked Areas
Diking around select ASTs and generators have manual control valves that function to restrain drainage
(Table I). The bypass valve must remain in the closed position when not in use. Rainwater will
accumulate in the diked area and it must be inspected for oil prior to discharge. If it is determined that
oil is present in retained stormwater, then discharge to the stormwater system is not allowed pursuant to
40 CFR 112.8(c)(3). Oil present in rainwater must be removed, stored, and disposed of in compliance
with hazardous waste regulations. Uncontaminated rainwater can be discharged by opening the bypass
valve or using a pump or ejector; both must be manually activated under responsible supervision
(Campus SPCC Coordinator or appointee). Use the drainage log template located in Appendix L and
retain the completed log for at least 3 years.
16
3.5
SPCC Education and Awareness
Education, for the purposes of this SPCC Plan, is provided to all new employees with responsibilities
for the handling or storage of oil or for emergency/spill response within one month of hire. Training is
provided through UC San Diego’s online training programs: “Annual Shop and Studio Environmental
Compliance and Hazards Training” formerly titled “Environmental Compliance/Pollution Prevention
Level II”. In general, employees handling over five gallons of oil will undergo training.
Education is provided to the appropriate employees on an annual basis, or when changes in oil
storage/handling are such that additional education is appropriate. The Campus SPCC Coordinator is
responsible for assuring that the appropriate personnel complete the education requirements presented
below.
The education program includes the following topics:

Location, requirements, and contents of this SPCC Plan;

Proper oil unloading and transfer procedures;

Inspection and documentation responsibilities;

Oil spill response techniques and notification procedures;

Spill incident reporting and documentation;

Security issues; and

A review of any recent spill incidents, equipment malfunctions, procedural or organizational
revisions, or any other related changes to the oil pollution prevention program.
All education modules and education records will be maintained by the Campus SPCC Coordinator for
at least three years.
17
4.
DISCHARGE RESPONSE
Most oils and petroleum products are classified and regulated as Hazardous Materials in California and
any release must be addressed accordingly. Spill countermeasures are required for all spills ranging
from small, incidental spills to large, catastrophic releases. Section 4.1 describes procedures to follow
for small incidental spills that do not require reporting to regulatory agencies (spills less than 42 gallons
that are completely contained). Section 4.2 includes procedures developed to respond to large spills
which require notification to regulatory agencies.
4.1
Small, Incidental Releases
Visible discharges which result in a loss of oil (less than 42 gallons) from a container, including, but
not limited to, seams, gaskets, piping, pumps, valves, rivets, and bolts, must be promptly cleaned up.
The source of the discharge must be determined and addressed in a manner which reduces or eliminates
further discharges of oil. Contaminated materials resulting from the discharge (e.g., soil, speedy-dry,
absorbent pads, etc.) must be managed, stored and disposed of appropriately.
4.2
Large Spills (Releases of Oil Greater Than 42 Gallons)
One release of greater than 1,000 gallons or two releases of oil greater than 42 gallons within a 6month period require notification to the EPA Regional Administrator. If a release of 42 gallons or
more of oil is discovered, the Oil Spill Contingency Plan (below) must be followed. The procedures in
the Oil Spill Contingency Plan may be adjusted based on the severity of the release.
4.2.1
Oil Spill Contingency Plan
If an imminent or actual situation exists with respect to a release of a large quantity of oil, the
Campus SPCC Coordinator or his designee will be contacted immediately and will coordinate
with the emergency response incident commander. The Incident Commander is responsible for
coordinating all emergency response measures and has the authority to commit all resources
required to implement the emergency response procedures.
4.3
Equipment for Spill Response and Personal Protection
Oil spill containment and cleanup kits are maintained throughout the campus. These kits allow a
prompt response to an oil spill. Each kit includes one or more items of the equipment listed below:

Tools (e.g., shovels, brooms);

Absorbent pillows;

Absorbent sheets;

20 pound bag or 5 gallon bucket of loose absorbent;

Storm drain/catch basin covers; and

PPE – (gloves, Tyvek suits, over-boots, safety glasses).
Note: The equipment listed above is intended to provide only minimal initial containment of a release
from a tank truck.
18
Oil spill containment and cleanup kits are located around the campus in areas of potential oil release. In
the event of a “major” or “large quantity” release, appropriate containment and cleanup equipment will
be provided by the Police Department until the arrival of the spill response contractor (see Section 4.4).
4.4
Spill Response Contractor
UC San Diego maintains an active contract for emergency response to oil spills. A current list of spill
response contractors is provided in Appendix M.
19
5.
DISCHARGE REPORTING
All significant releases or threatened releases of hazardous material, including oil, require immediate
emergency notification to campus personnel and to government agencies, as discussed below.
Oil means oil of any kind or in any form, including, but not limited to: fats, oils or greases of animal,
fish, or marine mammal origin; vegetable oils, including oils from seeds, nuts, fruits, or kernels; and,
other oils and greases, including petroleum, fuel oil, sludge, synthetic oils, mineral oils, oil refuse, or
oil mixed with wastes other than dredged spoil (40 CFR §112.2).
5.1
University Reporting
If a reportable discharge of oil has occurred at the campus, UC San Diego personnel must :

Dial (858) 534-4357 to notify the University Police Department; they will text and email EHS.
EHS will notify on-campus SPCC coordinators, as necessary. UC San Diego maintains active contracts
for emergency response to oil spills and appropriate contractors will be notified in the event of a
release, as necessary. A current list of SPCC coordinators and spill response contractors is provided in
Appendix M.
In addition, and as necessary, EHS will notify the Federal, State and/or Local agencies as discussed in
Section 5.2 and 5.3, respectively.
5.2
Federal Reporting
National Response Center (NRC)
As soon as knowledge of a Prohibited Discharge that violates 40 CFR 110.6 is available, the Campus
SPCC Coordinator, or appointee, must “immediately” notify the NRC in Washington, DC.
A prohibited discharge to the waters of the United States or its adjoining shoreline is defined to be a
discharge in harmful quantities. Harmful quantities is defined at 40 CFR Part 110.3, to include
discharges that:

Violate water quality standards; or

Cause a film or sheen upon or discoloration of the surface of the water or adjoining shorelines
or cause a sludge or emulsion to be deposited beneath the surface of the water or upon the
adjoining shoreline.
Report discharges via phone to the National Response Center (NRC) at 1-800-424-8802 or 1-202-4262675. The NRC is the federal government's centralized reporting center, which is staffed 24 hours per
day by U.S. Coast Guard personnel. NRC will ask a caller to provide as much information about the
incident as possible including:

Name, organization, and telephone number;

Name and address of the party responsible for the incident;
20

Date and time of the incident;

Location of the incident;

Source and cause of the discharge;

Types of material(s) discharged;

Quantity of materials discharged;

Danger or threat posed by the discharge;

Number and types of injuries (if any);

Weather conditions at the incident location; and

Other information to help emergency personnel respond to the incident
U.S. EPA
If the campus has a discharge of more than 1,000 gallons in a single discharge or two discharges of
more than 42 gallons of oil within twelve months of each other, a written report of discharge must be
submitted to the EPA Regional Administrator within 60 days. The following information represents the
minimum detail that must be included in the report:

Name of the facility;

Your name;

Location of the facility;

Maximum storage or handling capacity of the facility and normal daily throughput;

Corrective action and countermeasures you have taken, including a description of equipment
repairs and replacements;

An adequate description of the facility, including maps, flow diagrams, and topographical
maps, as necessary;

The cause of such discharge as described in 40 CFR §112.1(b), including a failure analysis of
the system or subsystem in which the failure occurred;

Additional preventive measures you have taken or contemplated to minimize the possibility of
recurrence; and

Such other information as the Regional Administrator may reasonably require pertinent to the
Plan or discharge.
Reports should be addressed to:
SPCC Regional Administrator
EPA Region IX
75 Hawthorne Street
San Francisco, CA 94105
If, after review by the agency, the SPCC Plan is required to be amended, such amendments to the Plan
must be made within 30 days of notification of such. Amendments shall be implemented as soon as
21
possible, but not later than six months after the amendments become part of the Plan (unless other dates
are specified in the notice).
Note: Additional details regarding the requirements and deadlines for Plan submittal are located in 40
CFR 112.4 (a) through (f).
In addition, for a release to a waterway notification to the following agencies is appropriate:
United States Coast Guard
415.399.3300
California Department of Fish and Wildlife
888.334.2258
5.3
State & Local Reporting
The following California-specific notification, containment, and discharge prevention procedures are
required beyond those required by Federal regulation.
San Diego County Department of Environmental Health (DEH), Hazardous Materials Division
(CUPA) & California Emergency Management Agency (ERA)
Without regard to the quantity being released, an immediate, verbal report of any release or threatened
release of a hazardous material must be made to the San Diego County Department of Environmental
Health (DEH) (i.e., the CUPA) and the California EMA for any hazardous materials identified in the
campus’s Hazardous Materials Business Plan.

Call California Emergency Management Agency (Cal/EMA), 800-852-7550, 916-845-8991.

Call the local CUPA at 858-505-6880.
Other Notifications
For serious injuries or harmful exposures to workers notify California Occupational Safety and Health
Administration (Cal/OSHA) at 415.557.0100. For releases from hazardous waste tank systems or
secondary containment releases notify the Department of Toxic Substances Control (DTSC) at
510.540.2122.
When notifying the agency(s) provide as much of the following information as is available:

Name of the facility;

Your name;

Location and phone number of the facility;

Date and time of the discharge;

Type of material discharged;

Estimated quantity of the discharge;

Source of the discharge;
22

Any damages or injuries caused by the discharge;

Corrective action and countermeasures you have taken, including a description of equipment
repairs and replacements;

Cause(s) of the discharge;

Whether an evacuation may be needed; and

Names of individuals and/or organizations who have also been contacted.
After a spill or release of oil, immediate verbal emergency notification should be followed up as soon
as possible with a written report to the following agencies:

San Diego CUPA (use form in Appendix F);

Department of Toxic Substances Control; and

Cal/OSHA, serious injury or harmful exposure to workers.
G:\31259_UCSD\Final\2013_0510_HAI_UCSD_SPCCPlan_F.docx
23
REFERENCES
1.
California Code of Regulations, Title 19, Division 2, Chapter 4, Section 2703.
2.
California Health and Safety Code, Division 20, Chapter 6.67
[http://www.leagle.com/statutes.aspx?xmldoc=CAST%2010142011479.xml&docbase=Statute
s].
3.
California Water Code Section 13271 [http://law.onecle.com/california/water/13271.html].
4.
California Water Code Section 13272 [http://law.onecle.com/california/water/13272.html].
5.
Code of Federal Regulations (CFR) 40 Section 112
[www.epa.gov/osweroe1/docs/oil/cfr/0703_40cfr112.pdf].
24
TABLE I
SUMMARY OF STORAGE, USE, PREDICTION OF OIL FLOW AND DIRECTION DURING RELEASE
UNIVERSITY OF CALIFORNIA SAN DIEGO
LA JOLLA, CALIFORNIA
OBJECT ID
Location
Page 1 of 17
Container Type
Contents
Capacity (Gallons)
Secondary Containment
Spill_Kit
Type of Release
Discharge Volume (Gallons)
Discharge Direction
Containers
4
Campus Services Complex ‐ Central Garage
AST
Waste Oil
1000
No
Yes
Tank leak or rupture
1000
To interstial space or from piping to asphalt and then to storm drain
9
Central Utilities Plant
AST
Diesel
15000
Yes
Yes
Tank leak or rupture
15000
To asphalt and subsequently sTorm drain.
24
Campus Servies Complex‐EMF
Drum Storage
Petroleum Hydrocarbons
800
Yes
Yes
Drum leak or rupture
55
To trench system and To sump (plugged)
27
Campus Services Complex
AST
Diesel
1000
Yes
Yes
Tank leak or rupture
1000
28
Campus Services Complex
Drum Storage
Petroleum Hydrocarbons
990
Yes
Yes
Drum leak or rupture
55
To concrete floor and then To sewer inlet
29
Campus Services Complex
Drum Storage
Waste Oil
385
No
Yes
Drum leak or rupture
55
To concrete pad and then to storm drains
30
Powell Focht Bioengineering ‐ Basement
Drum Storage
165
Yes
Yes
Drum leak or rupture
55
To drip pan and concrete floor and then To sewer inlet
31
Jacobs Hall (EBU I)
Drum Storage
55
Yes
Yes
Drum leak or rupture
55
To sewer drain
32
Powell Structural Laboratory
AST
500
Yes
Yes
33
Powell Structural Laboratory
AST
500
Yes
Yes
34
Powell Structural Laboratory
AST
500
Yes
Yes
35
Powell Structural Laboratory
Drum Storage
110
Yes
Yes
36
High Bay Physics
AST
800
Yes
Yes
37
High Bay Physics
AST
7500
Yes
Yes
38
High Bay Physics
AST (Totes)
330
Yes
Yes
39
High Bay Physics
AST (Totes)
330
Yes
40
Center for Neural Circuits and Behavior
Drum Storage
110
41
Cellular and Molecular Medicine East
Drum Storage
42
Leichtag Biomedical Research
Drum Storage
43
Biomedical Sciences Building
Drum Storage
HALEY & ALDRICH, INC.
2013_0510_HAI_Table I.xlsx
Petroleum Hydrocarbons
Petroleum Hydrocarbons
Petroleum Hydrocarbons
Petroleum Hydrocarbons
Petroleum Hydrocarbons
Petroleum Hydrocarbons
Petroleum Hydrocarbons
Hydraulic Oil
Petroleum Hydrocarbons
Petroleum Hydrocarbons
Diesel
Petroleum Hydrocarbons
Petroleum Hydrocarbons
Petroleum Hydrocarbons
Tank or piping leak or rupture
Tank or piping leak or rupture
Tank or piping leak or rupture
Drum leak or rupture
500
500
500
To storm drain
To concrete trenches and ultimately To sewer sump (plugged drain)
To concrete trenches and ultimately To sewer sump (plugged drain)
To concrete trenches and ultimately To sewer sump (plugged drain)
55
Down loading ramp to shut‐off valve for sewer
800
To concrete floor and out of unbermed doors to storm drain
7500
To epoxy coated building floor below tank approximately Tank leak or rupture
330
To concrete floor or asphalt loading area and to storm drain
Yes
Tank leak or rupture
330
To concrete floor or asphalt loading area and to storm drain
Yes
Yes
Drum leak or rupture
55
To conrete pad and then to storm drain in loading dock area
55
Yes
Yes
Drum leak or rupture
55
To concrete floor and then To sewer sump
55
Yes
Yes
Drum leak or rupture
55
To concrete floor and then To sewer inlet
330
Yes
Yes
Drum leak or rupture
55
To drip pan or to sewer inlet about 8 ft away
Tank or piping leak or rupture
Tank or piping leak or rupture
MAY 2013
TABLE I
SUMMARY OF STORAGE, USE, PREDICTION OF OIL FLOW AND DIRECTION DURING RELEASE
UNIVERSITY OF CALIFORNIA SAN DIEGO
LA JOLLA, CALIFORNIA
OBJECT ID
Location
Container Type
Contents
Page 2 of 17
Capacity (Gallons)
Secondary Containment
Spill_Kit
Type of Release
Discharge Volume (Gallons)
935
Yes
Yes
Drum leak or rupture
55
To drip pan or to sewer sump about 6 ft away
660
Yes
Yes
Drum leak or rupture
55
To small spill pad, concrete floor and then floor drain
110
Yes
Yes
Drum leak or rupture
55
To small spill pad, concrete floor 100
Yes
Yes
Tank leak or rupture
100
To concrete berm around tank
165
Yes
Yes
Drum leak or rupture
55
To small spill pad, concrete floor 55
Yes
Yes
Drum leak or rupture
55
To sewer drain 15 ft away
440
Yes
Yes
Drum leak or rupture
55
To epoxy covered floor and then To floor grates To tank/sump
55
Yes
Yes
Drum leak or rupture
55
To epoxy covered floor and then To floor grates To tank/sump
55
Yes
Yes
Drum leak or rupture
55
To 85 gal poly secondary containment
330
Yes
Yes
Drum leak or rupture
55
To sewer drains
Discharge Direction
Containers
Petroleum Hydrocarbons
Petroleum Hydrocarbons
Petroleum Hydrocarbons
Petroleum Hydrocarbons
Petroleum Hydrocarbons
Petroleum Hydrocarbons
Petroleum Hydrocarbons
Petroleum Hydrocarbons
Petroleum Hydrocarbons
Petroleum Hydrocarbons
44
Medical Teaching Facility‐Utility Tunnel
Drum Storage
45
Central Utilities Plant Drum Storage
46
Central Utilities Plant Drum Storage
47
Central Utilities Plant AST
48
Central Utilities Plant Drum Storage
49
Pacific Hall
Drum Storage
50
Pacific Hall
Drum Storage
51
Natural Sciences Building
Drum Storage
52
Urey Hall
Drum Storage
53
Social Sciences Research Building
Drum Storage
54
East Campus Utility Plant
AST
Diesel
200
Yes
Yes
Tank leak or rupture
200
Concrete berm and pad around tanks 55
East Campus Utility Plant
AST
Diesel
200
Yes
Yes
Tank leak or rupture
200
Concrete berm and pad around tanks 56
Hubbs Hall
Drum Storage
Multiple
220
Yes
Yes
Drum leak or rupture
55
To storage area or to sewer inlet in storage area
57
Hydraulics Lab
Drum Storage
165
Yes
Yes
Drum leak or rupture
55
To 2nd containment
58
SIO Storehouse T‐42
Drum Storage
55
Yes
Yes
Drum leak or rupture
55
To building floor
59
SIO T‐40
Drum Storage
220
Yes
Yes
Drum leak or rupture
55
To small 16 gal drip pan then to storm drain
60
High Bay Physics
330
Yes
Yes
Tank leak or rupture
330
To bermed area
AST (Totes)
Petroleum Hydrocarbons
Petroleum Hydrocarbons
Petroleum Hydrocarbons
Petroleum Hydrocarbons
Elevators
12
Canyon Vista Dining Facility
Elevator
Hydraulic Oil
50
Yes
No
Hydraulic line rupture
50
To elevator vault
31
Muir College Apartments
Elevator
Hydraulic Oil
65
Yes
No
Hydraulic line rupture
65
To elevator vault
96
Oceanview Terrace (freight)
Elevator
Hydraulic Oil
50
Yes
No
Hydraulic line rupture
50
To elevator vault
HALEY & ALDRICH, INC.
2013_0510_HAI_Table I.xlsx
MAY 2013
TABLE I
SUMMARY OF STORAGE, USE, PREDICTION OF OIL FLOW AND DIRECTION DURING RELEASE
UNIVERSITY OF CALIFORNIA SAN DIEGO
LA JOLLA, CALIFORNIA
OBJECT ID
Location
Page 3 of 17
Container Type
Contents
Capacity (Gallons)
Secondary Containment
Spill_Kit
Type of Release
Discharge Volume (Gallons)
Discharge Direction
Elevators
95
Oceanview Terrace (passenger)
Elevator
Hydraulic Oil
50
Yes
No
Hydraulic line rupture
50
To elevator vault
79
One Miramar Street Apts, Bldg 1
Elevator
Hydraulic Oil
50
Yes
No
Hydraulic line rupture
50
To elevator vault
80
One Miramar Street Apts, Bldg 2
Elevator
Hydraulic Oil
50
Yes
No
Hydraulic line rupture
50
To elevator vault
81
One Miramar Street Apts, Bldg 3
Elevator
Hydraulic Oil
50
Yes
No
Hydraulic line rupture
50
To elevator vault
82
One Miramar Street Apts, Bldg 4
Elevator
Hydraulic Oil
50
Yes
No
Hydraulic line rupture
50
To elevator vault
83
One Miramar Street Apts, Bldg 5
Elevator
Hydraulic Oil
50
Yes
No
Hydraulic line rupture
50
To elevator vault
84
One Miramar Street Apts, Parking Garage
Elevator
Hydraulic Oil
75
Yes
No
Hydraulic line rupture
75
To elevator vault
108
Pepper Canyon
Elevator
Hydraulic Oil
100
Yes
No
Hydraulic line rupture
100
To elevator vault
23
Ritter Hall
Elevator
Hydraulic Oil
220
Yes
No
Hydraulic line rupture
220
To elevator vault
56
Robinson Admin
Elevator
Hydraulic Oil
220
Yes
No
Hydraulic line rupture
220
To elevator vault
1
Africa Hall
Elevator
Hydraulic Oil
115
Yes
No
Hydraulic line rupture
115
To elevator vault
35
Argo Hall
Elevator
Hydraulic Oil
65
Yes
No
Hydraulic line rupture
65
To elevator vault
2
Asia Hall
Elevator
Hydraulic Oil
115
Yes
No
Hydraulic line rupture
115
To elevator vault
4
Basic Sciences Building
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
5
Basic Sciences Building
Elevator
Hydraulic Oil
150
Yes
No
Hydraulic line rupture
150
To elevator vault
6
Basic Sciences Building
Elevator
Hydraulic Oil
100
Yes
No
Hydraulic line rupture
100
To elevator vault
72
Bates Hall
Elevator
Hydraulic Oil
70
Yes
No
Hydraulic line rupture
70
To elevator vault
3
Biomedical Library
Elevator
Hydraulic Oil
275
Yes
No
Hydraulic line rupture
275
To elevator vault
11
Birch Aquarium
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
60
Black Hall
Elevator
Hydraulic Oil
130
Yes
No
Hydraulic line rupture
130
To elevator vault
34
Blake Hall
Elevator
Hydraulic Oil
50
Yes
No
Hydraulic line rupture
50
To elevator vault
HALEY & ALDRICH, INC.
2013_0510_HAI_Table I.xlsx
MAY 2013
TABLE I
SUMMARY OF STORAGE, USE, PREDICTION OF OIL FLOW AND DIRECTION DURING RELEASE
UNIVERSITY OF CALIFORNIA SAN DIEGO
LA JOLLA, CALIFORNIA
OBJECT ID
Location
Page 4 of 17
Container Type
Contents
Capacity (Gallons)
Secondary Containment
Spill_Kit
Type of Release
Discharge Volume (Gallons)
Discharge Direction
Elevators
7
Brain Imaging
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
61
Brennan Hall
Elevator
Hydraulic Oil
130
Yes
No
Hydraulic line rupture
130
To elevator vault
71
Brown Hall
Elevator
Hydraulic Oil
70
Yes
No
Hydraulic line rupture
70
To elevator vault
59
Center for Magnetic Recording Research
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
14
Center for Molecular Genetics
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
15
Center Hall
Elevator
Hydraulic Oil
220
Yes
No
Hydraulic line rupture
220
To elevator vault
16
Chemistry Research Building
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
9
CMME
Elevator
Hydraulic Oil
220
Yes
No
Hydraulic line rupture
220
To elevator vault
10
CMME
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
8
CMMW
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
17
Cognitive Sciences Building
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
18
Cuzco Hall
Elevator
Hydraulic Oil
115
Yes
No
Hydraulic line rupture
115
To elevator vault
63
Douglas Hall
Elevator
Hydraulic Oil
130
Yes
No
Hydraulic line rupture
130
To elevator vault
19
Eckart Library
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
43
Economics Building
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
46
Engineering Building IIIB
Elevator
Hydraulic Oil
440
Yes
No
Hydraulic line rupture
440
To elevator vault
44
Engineering Building Unit 1
Elevator
Hydraulic Oil
220
Yes
No
Hydraulic line rupture
220
To elevator vault
45
Engineering Building Unit 2
Elevator
Hydraulic Oil
275
Yes
No
Hydraulic line rupture
275
To elevator vault
91
ERC Admin South
Elevator
Hydraulic Oil
115
Yes
No
Hydraulic line rupture
115
To elevator vault
90
Europe Hall
Elevator
Hydraulic Oil
115
Yes
No
Hydraulic line rupture
115
To elevator vault
68
Frankfurter Hall
Elevator
Hydraulic Oil
65
Yes
No
Hydraulic line rupture
65
To elevator vault
HALEY & ALDRICH, INC.
2013_0510_HAI_Table I.xlsx
MAY 2013
TABLE I
SUMMARY OF STORAGE, USE, PREDICTION OF OIL FLOW AND DIRECTION DURING RELEASE
UNIVERSITY OF CALIFORNIA SAN DIEGO
LA JOLLA, CALIFORNIA
OBJECT ID
Location
Page 5 of 17
Container Type
Contents
Capacity (Gallons)
Secondary Containment
Spill_Kit
Type of Release
Discharge Volume (Gallons)
Discharge Direction
Elevators
29
Galbraith Hall
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
30
Galbraith Hall
Elevator
Hydraulic Oil
220
Yes
No
Hydraulic line rupture
220
To elevator vault
42
Geisel Library
Elevator
Hydraulic Oil
330
Yes
No
Hydraulic line rupture
330
To elevator vault
40
Gilman Parking Structure
Elevator
Hydraulic Oil
275
Yes
No
Hydraulic line rupture
275
To elevator vault
41
Gilman Parking Structure
Elevator
Hydraulic Oil
220
Yes
No
Hydraulic line rupture
220
To elevator vault
62
Goldberg Hall
Elevator
Hydraulic Oil
130
Yes
No
Hydraulic line rupture
130
To elevator vault
89
Great Hall
Elevator
Hydraulic Oil
85
Yes
No
Hydraulic line rupture
85
To elevator vault
69
Harlan Hall
Elevator
Hydraulic Oil
65
Yes
No
Hydraulic line rupture
65
To elevator vault
106
IGPP
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
107
IGPP
Elevator
Hydraulic Oil
220
Yes
No
Hydraulic line rupture
220
To elevator vault
92
Institute of the Americas
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
20
Isaacs Hall (NORPAX)
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
27
Keck Center
Elevator
Hydraulic Oil
0
Yes
No
Hydraulic line rupture
0
To elevator vault
88
Latin America Hall
Elevator
Hydraulic Oil
115
Yes
No
Hydraulic line rupture
115
To elevator vault
93
Mandell Weiss Theatre
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
105
Mandeville Center
Elevator
Hydraulic Oil
220
Yes
No
Hydraulic line rupture
220
To elevator vault
73
Marshall Residence Hall P
Elevator
Hydraulic Oil
65
Yes
No
Hydraulic line rupture
65
To elevator vault
74
Marshall Residence Hall R
Elevator
Hydraulic Oil
65
Yes
No
Hydraulic line rupture
65
To elevator vault
75
Marshall Residence Hall U
Elevator
Hydraulic Oil
65
Yes
No
Hydraulic line rupture
65
To elevator vault
32
Mayer Hall
Elevator
Hydraulic Oil
330
Yes
No
Hydraulic line rupture
330
To elevator vault
87
Medical Teaching Facility
Elevator
Hydraulic Oil
550
Yes
No
Hydraulic line rupture
550
To elevator vault
HALEY & ALDRICH, INC.
2013_0510_HAI_Table I.xlsx
MAY 2013
TABLE I
SUMMARY OF STORAGE, USE, PREDICTION OF OIL FLOW AND DIRECTION DURING RELEASE
UNIVERSITY OF CALIFORNIA SAN DIEGO
LA JOLLA, CALIFORNIA
OBJECT ID
Location
Page 6 of 17
Container Type
Contents
Capacity (Gallons)
Secondary Containment
Spill_Kit
Type of Release
Discharge Volume (Gallons)
Discharge Direction
Elevators
21
Munk Lab
Elevator
Hydraulic Oil
220
Yes
No
Hydraulic line rupture
220
To elevator vault
28
Natural Sciences Center
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
22
Nierenberg Hall
Elevator
Hydraulic Oil
220
Yes
No
Hydraulic line rupture
220
To elevator vault
78
OAR/NTV Complex (Middle)
Elevator
Hydraulic Oil
275
Yes
No
Hydraulic line rupture
275
To elevator vault
77
OAR/NTV Complex (North)
Elevator
Hydraulic Oil
275
Yes
No
Hydraulic line rupture
275
To elevator vault
103
Pangea Parking Structure
Elevator
Hydraulic Oil
660
Yes
No
Hydraulic line rupture
660
To elevator vault
47
Powell Focht Bioengineering
Elevator
Hydraulic Oil
390
Yes
No
Hydraulic line rupture
390
To elevator vault
48
Powell Focht Bioengineering
Elevator
Hydraulic Oil
825
Yes
No
Hydraulic line rupture
825
To elevator vault
85
Preuss School
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
54
Rady School of Management
Elevator
Hydraulic Oil
440
Yes
No
Hydraulic line rupture
440
To elevator vault
58
San Diego Super Computer
Elevator
Hydraulic Oil
220
Yes
No
Hydraulic line rupture
220
To elevator vault
64
San Diego Super Computer
Elevator
Hydraulic Oil
825
Yes
No
Hydraulic line rupture
825
To elevator vault
57
San Diego Super Computer Addition
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
24
Scholander Hall
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
39
Science and Engineering Research Facility
Elevator
Hydraulic Oil
220
Yes
No
Hydraulic line rupture
220
To elevator vault
37
Skaggs Pharmaceutical Building
Elevator
Hydraulic Oil
275
Yes
No
Hydraulic line rupture
275
To elevator vault
38
Skaggs Pharmaceutical Building
Elevator
Hydraulic Oil
330
Yes
No
Hydraulic line rupture
330
To elevator vault
50
Social Sciences Building
Elevator
Hydraulic Oil
275
Yes
No
Hydraulic line rupture
275
To elevator vault
51
Social Sciences Building
Elevator
Hydraulic Oil
440
Yes
No
Hydraulic line rupture
440
To elevator vault
70
Stewart Hall
Elevator
Hydraulic Oil
65
Yes
No
Hydraulic line rupture
65
To elevator vault
25
Sverdrup Hall
Elevator
Hydraulic Oil
220
Yes
No
Hydraulic line rupture
220
To elevator vault
HALEY & ALDRICH, INC.
2013_0510_HAI_Table I.xlsx
MAY 2013
TABLE I
SUMMARY OF STORAGE, USE, PREDICTION OF OIL FLOW AND DIRECTION DURING RELEASE
UNIVERSITY OF CALIFORNIA SAN DIEGO
LA JOLLA, CALIFORNIA
OBJECT ID
Location
Page 7 of 17
Container Type
Contents
Capacity (Gallons)
Secondary Containment
Spill_Kit
Type of Release
Discharge Volume (Gallons)
Discharge Direction
Elevators
66
Torrey Pines Center North
Elevator
Hydraulic Oil
440
Yes
No
Hydraulic line rupture
440
To elevator vault
67
Torrey Pines Center North
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
65
Torrey Pines Center South
Elevator
Hydraulic Oil
460
Yes
No
Hydraulic line rupture
460
To elevator vault
26
Vaugh Hall
Elevator
Hydraulic Oil
275
Yes
No
Hydraulic line rupture
275
To elevator vault
98
Visual Arts Building 3
Elevator
Hydraulic Oil
330
Yes
No
Hydraulic line rupture
330
To elevator vault
49
York Hall
Elevator
Hydraulic Oil
440
Yes
No
Hydraulic line rupture
440
To elevator vault
13
Career Services Center
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
33
Main Gym
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
76
Media Center
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
104
Music Building
Elevator
Hydraulic Oil
330
Yes
No
Hydraulic line rupture
330
To elevator vault
36
Potiker Theater
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
100
Price Center (New)
Elevator
Hydraulic Oil
330
Yes
No
Hydraulic line rupture
330
To elevator vault
101
Price Center (New)
Elevator
Hydraulic Oil
880
Yes
No
Hydraulic line rupture
880
To elevator vault
99
Price Center (old)
Elevator
Hydraulic Oil
330
Yes
No
Hydraulic line rupture
330
To elevator vault
102
Price Center (Old)
Elevator
Hydraulic Oil
220
Yes
No
Hydraulic line rupture
220
To elevator vault
52
RIMAC
Elevator
Hydraulic Oil
220
Yes
No
Hydraulic line rupture
220
To elevator vault
53
RIMAC
Elevator
Hydraulic Oil
660
Yes
No
Hydraulic line rupture
660
To elevator vault
55
Robinson Library
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
86
Student Academic Services
Elevator
Hydraulic Oil
660
Yes
No
Hydraulic line rupture
660
To elevator vault
94
Student Center
Elevator
Hydraulic Oil
165
Yes
No
Hydraulic line rupture
165
To elevator vault
97
Student Health Center
Elevator
Hydraulic Oil
85
Yes
No
Hydraulic line rupture
85
To elevator vault
HALEY & ALDRICH, INC.
2013_0510_HAI_Table I.xlsx
MAY 2013
TABLE I
SUMMARY OF STORAGE, USE, PREDICTION OF OIL FLOW AND DIRECTION DURING RELEASE
UNIVERSITY OF CALIFORNIA SAN DIEGO
LA JOLLA, CALIFORNIA
OBJECT ID
Location
Page 8 of 17
Container Type
Contents
Capacity (Gallons)
Secondary Containment
Spill_Kit
Type of Release
Discharge Volume (Gallons)
Discharge Direction
Emergency Generators
1
Environmental Management Facility
Emergency Generator
Diesel
450
Yes
Yes
Tank leak or rupture
450
To interstial space
2
Biology Field Station ‐ Laboratory
Emergency Generator
Diesel
100
Yes
Yes
Tank leak or rupture
100
To interstial space
3
Campus Security Office
Emergency Generator
Diesel
1000
Yes
Yes
Tank leak or rupture
1000
To interstial space
4
Campus Service Complex Shops
Emergency Generator
Diesel
100
Yes
Yes
Tank leak or rupture
100
To interstial space
5
Warren College Apartments
Emergency Generator
Diesel
500
Yes
Yes
Tank leak or rupture
500
To interstial space
6
Atkinson Hall
Emergency Generator
Diesel
1000
Yes
Yes
Tank leak or rupture
1000
To interstial space
7
Computer Science and Engineering (EBU 3B)
Emergency Generator
Diesel
350
Yes
Yes
Tank leak or rupture
350
To interstial space
8
Jacobs Hall (EBU I)
Emergency Generator
Diesel
500
Yes
Yes
Tank leak or rupture
500
Sewer floor drain 9
Powell‐Focht Bioengineering (EBU IIIA)
Emergency Generator
Diesel
1100
Yes
Yes
Tank leak or rupture
1100
To interstial space
10
Engineering Building Unit 2
Emergency Generator
Diesel
600
Yes
Yes
Tank leak or rupture
600
To a concrete pad then to storm drain
11
Science and Engineering Research Facility
Emergency Generator
Diesel
850
Yes
Yes
Tank leak or rupture
850
To interstial space
12
Gilman Parking Structure
Emergency Generator
Diesel
200
Yes
Yes
Tank leak or rupture
200
To interstial space
13
Geisel Library
Emergency Generator
Diesel
75
Yes
Yes
Tank leak or rupture
75
To interstial space
14
Pangea Parking Structure
Emergency Generator
Diesel
150
Yes
Yes
Tank leak or rupture
150
To interstial space
15
ERC Pump House
Emergency Generator
Diesel
250
Yes
Yes
Tank leak or rupture
250
To interstial space
16
Cafe Ventanas
Emergency Generator
Diesel
250
Yes
Yes
Tank leak or rupture
250
To interstial space
17
RIMAC
Emergency Generator
Diesel
600
Yes
Yes
Tank leak or rupture
600
To interstitial space from day tank or concrete pad 18
Social Sciences Research Building
Emergency Generator
Diesel
50
Yes
Yes
Tank leak or rupture
50
To concrete floor
19
Pacific Hall (belly)
Emergency Generator
Diesel
350
Yes
Yes
Tank leak or rupture
350
To interstitial space from belly tank or to floor drain 20
Natural Sciences Building
Emergency Generator
Diesel
1000
Yes
Yes
Tank leak or rupture
1000
Bermed concrete containment
21
Central Utilities Plant 1
Emergency Generator
Diesel
200
Yes
Yes
Tank leak or rupture
200
To concrete floor
HALEY & ALDRICH, INC.
2013_0510_HAI_Table I.xlsx
MAY 2013
TABLE I
SUMMARY OF STORAGE, USE, PREDICTION OF OIL FLOW AND DIRECTION DURING RELEASE
UNIVERSITY OF CALIFORNIA SAN DIEGO
LA JOLLA, CALIFORNIA
OBJECT ID
Location
Page 9 of 17
Container Type
Contents
Capacity (Gallons)
Secondary Containment
Spill_Kit
Type of Release
Discharge Volume (Gallons)
Discharge Direction
Emergency Generators
22
Central Utilities Plant 2
Emergency Generator
Diesel
125
Yes
Yes
Tank leak or rupture
125
To concrete floor
23
Central Utilities Plant 3
Emergency Generator
Diesel
125
Yes
Yes
Tank leak or rupture
125
To concrete floor
24
Mandell Weiss Forum (Theater)
Emergency Generator
Diesel
60
Yes
Yes
Tank leak or rupture
60
To interstial space
25
Skagg's Pharmaceutical Sciences Building
Emergency Generator
Diesel
1000
Yes
Yes
Tank leak or rupture
1000
To interstial space
26
George Palade Laboratories 2
Emergency Generator
Diesel
350
Yes
Yes
Tank leak or rupture
350
To concrete floor
27
George Palade Laboratories 1
Emergency Generator
Diesel
350
Yes
Yes
Tank leak or rupture
350
To concrete floor
28
Stein Clinical Research Facility
Emergency Generator
Diesel
350
Yes
Yes
Tank leak or rupture
350
Contained inside sealed concrete basement, no floor drains
29
Vaughan Hall
Emergency Generator
Diesel
250
Yes
Yes
Tank leak or rupture
250
To interstial space
30
Birch Aquarium at Scripps
Emergency Generator
Diesel
200
Yes
Yes
Tank leak or rupture
200
To interstial space
31
Marine Sciences Development Center ‐ Bldg D (T‐43)
Emergency Generator
Diesel
300
Yes
Yes
Tank leak or rupture
300
To interstitial space or to concrete floor
32
Thorton Hospital (South Side)
Emergency Generator
Diesel
300
Yes
Yes
Tank leak or rupture
300
To interstial space
33
Thorton South
Emergency Generator
Diesel
7500
Yes
Yes
Tank leak or rupture
7500
To interstial space
34
Thorton Hospital (North Side)
Emergency Generator
Diesel
600
Yes
Yes
Tank leak or rupture
600
To interstial space
35
East Campus Utility Plant
Emergency Generator
Diesel
200
Yes
Yes
Tank leak or rupture
200
To concrete floor
36
East Campus Utility Plant
Emergency Generator
Lube Oil
86
Yes
Yes
Tank leak or rupture
86
To concrete floor
37
Mesa Housing (69 kv Yard‐mobile)
Mobile Generator
Diesel
325
Yes
Yes
Tank leak or rupture
325
To interstitial space or to concrete berm with capped drain valve
38
Hopkins Parking Structure
Emergency Generator
Diesel
2500
Yes
Yes
Tank leak or rupture
2500
To interstial space
39
Pacific Hall (Day Tank)
Emergency Generator
Diesel
500
Yes
Yes
Tank leak or rupture
500
To interstitial space from belly tank or to floor drain 40
Otterson Hall
Emergency Generator
Diesel
400
Yes
Yes
Tank leak or rupture
400
To interstial space
41
69 KV Switching Station
Mobile Generator
Diesel
140
No
Yes
Tank leak or rupture
140
To concrete area and stormdrain
42
69 KV Switching Station
Mobile Generator
Diesel
200
No
Yes
Tank leak or rupture
200
To concrete area and stormdrain
HALEY & ALDRICH, INC.
2013_0510_HAI_Table I.xlsx
MAY 2013
TABLE I
SUMMARY OF STORAGE, USE, PREDICTION OF OIL FLOW AND DIRECTION DURING RELEASE
UNIVERSITY OF CALIFORNIA SAN DIEGO
LA JOLLA, CALIFORNIA
OBJECT ID
Location
Page 10 of 17
Container Type
Contents
Capacity (Gallons)
Secondary Containment
Spill_Kit
Type of Release
Discharge Volume (Gallons)
Discharge Direction
Emergency Generators
43
Torrey Pines Center South
Emergency Generator
Diesel
400
Yes
Yes
Tank leak or rupture
400
To interstial space
44
Powell Structural Systems Laboratory
Emergency Generator
Diesel
400
Yes
Yes
Tank leak or rupture
400
To interstial space
45
Natural Sciences Building
Emergency Generator
Lube Oil
86
Yes
Yes
Tank leak or rupture
86
Bermed concrete containment
46
Structural and Materials Engineering
Emergency Generator
Lube Oil
770
Yes
Yes
Tank leak or rupture
770
Bermed concrete containment
47
School of Medicine Building 4
Emergency Generator
Diesel
70
Yes
Yes
Tank leak or rupture
70
To interstial space
48
Engineering Building Unit 2
Emergency Generator
Lube Oil
86
Yes
Yes
Tank leak or rupture
86
To concrete floor
49
Central Utilities Plant
Emergency Generator
Lube Oil
106
Yes
Yes
Tank leak or rupture
106
To concrete floor
50
Central Utilities Plant
Emergency Generator
Lube Oil
106
Yes
Yes
Tank leak or rupture
106
To concrete floor
51
Central Utilities Plant
Emergency Generator
Lube Oil
106
Yes
Yes
Tank leak or rupture
106
To concrete floor
52
Center for Neural Circuits and Behavior
Emergency Generator
Diesel
300
Yes
Yes
Tank leak or rupture
300
To interstial space
53
East Campus Utility Plant
Emergency Generator
Lube Oil
86
Yes
Yes
Tank leak or rupture
86
To concrete floor
54
Marine Sciences Development Center ‐ Bldg D (T‐43)
Emergency Generator
Diesel
100
Yes
Yes
Tank leak or rupture
100
To interstitial space or to concrete floor
56
East Campus Utility Plant
Emergency Generator
Diesel
200
Yes
Yes
Tank leak or rupture
200
To concrete floor
57
Rita L. Atkinson Residences
Emergency Generator
Diesel
400
Yes
Yes
Tank leak or rupture
400
To interstial space
58
Charles David Keeling Apartments
Emergency Generator
Diesel
470
Yes
Yes
Tank leak or rupture
470
To interstial space
59
East Campus Parking Structure 2
Emergency Generator
Diesel
500
Yes
Yes
Tank leak or rupture
500
To concrete floor
60
The Village at Torrey Pines
Emergency Generator
Diesel
350
Yes
Yes
Tank leak or rupture
350
To interstial space
61
North Campus Housing Phase II #1
Emergency Generator
Diesel
350
Yes
Yes
Tank leak or rupture
350
To interstial space
62
Campus Services Complex ‐ Electric Shop
Mobile Generator
Diesel
200
No
Yes
Tank leak or rupture
200
To concrete area and stormdrain
63
Campus Services Complex ‐ Electric Shop
Mobile Generator
Diesel
140
No
Yes
Tank leak or rupture
140
To concrete area and stormdrain
66
Campus Services Complex ‐ Boneyard
Mobile Generator
Diesel
100
No
Yes
Tank leak or rupture
100
To soil
HALEY & ALDRICH, INC.
2013_0510_HAI_Table I.xlsx
MAY 2013
TABLE I
SUMMARY OF STORAGE, USE, PREDICTION OF OIL FLOW AND DIRECTION DURING RELEASE
UNIVERSITY OF CALIFORNIA SAN DIEGO
LA JOLLA, CALIFORNIA
OBJECT ID
Location
Page 11 of 17
Container Type
Contents
Capacity (Gallons)
Secondary Containment
Spill_Kit
Type of Release
Discharge Volume (Gallons)
Mobile Generator
Diesel
100
No
Yes
Tank leak or rupture
100
To storm drain
Discharge Direction
Emergency Generators
67
Central Utilities Plant
64
Campus Services Complex ‐ Electric Shop
Mobile Refueler
Diesel
500
No
Yes
Tank leak or rupture
500
To concrete area and stormdrain
65
Campus Services Complex ‐ Electric Shop
Mobile Refueler
Diesel
500
No
Yes
Tank leak or rupture
500
To concrete area and stormdrain
68
Campus Services Complex Shops
Mobile Generator
Diesel
140
No
Yes
Tank leak or rupture
140
To concrete area and stormdrain
69
Campus Services Complex Shops
Mobile Generator
Diesel
140
No
Yes
Tank leak or rupture
140
To concrete area and stormdrain
70
Campus Services Complex Shops
Mobile Generator
Diesel
140
No
Yes
Tank leak or rupture
140
To concrete area and stormdrain
71
Campus Services Complex ‐ Electric Shop
Mobile Generator
Diesel
100
No
Yes
Tank leak or rupture
100
To concrete area and stormdrain
72
Campus Services Complex ‐ Electric Shop
Mobile Generator
Diesel
140
No
Yes
Tank leak or rupture
140
To concrete area and stormdrain
Transformers
1
3819 Mesa Housing North
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 2
3827 Mesa Housing North
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 3
3835 Mesa Housing North
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 4
3859 Mesa Housing North
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 5
3875 Mesa Housing North
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 6
3883 Mesa Housing North
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 7
3919 Mesa Housing North
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 8
3927 Mesa Housing North
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 9
3951 Mesa Housing North
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 10
3959 Mesa Housing North
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 11
3983 Mesa Housing North
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 12
3991 Mesa Housing North
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil HALEY & ALDRICH, INC.
2013_0510_HAI_Table I.xlsx
MAY 2013
TABLE I
SUMMARY OF STORAGE, USE, PREDICTION OF OIL FLOW AND DIRECTION DURING RELEASE
UNIVERSITY OF CALIFORNIA SAN DIEGO
LA JOLLA, CALIFORNIA
OBJECT ID
Location
Page 12 of 17
Container Type
Contents
Capacity (Gallons)
Secondary Containment
Spill_Kit
Type of Release
Discharge Volume (Gallons)
Discharge Direction
Transformers
13
3999 Mesa Housing North
Transformer
Dielectric Oil
190
No
No
Tank leak or rupture
190
To concrete slab and then to soil 14
4051 Mesa Housing North
Transformer
Dielectric Oil
143
No
No
Tank leak or rupture
143
To concrete slab and then to soil 15
4059 Mesa Housing North
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 16
4075 Mesa Housing North
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 17
4083 Mesa Housing North
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 19
413 University Center
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 122
Charles David Keeling Apartments 2
Transformer
Dielectric OIl
280
Yes
No
Tank leak or rupture
280
To concrete slab and then to soil 78
Faculty Club
Transformer
Dielectric Oil
135
No
No
Tank leak or rupture
135
To concrete slab and then to soil 123
Faculty Club
Transformer
Dielectric OIl
135
No
No
Tank leak or rupture
135
To concrete slab and then to soil 121
HDH
Transformer
Dielectric Oil
260
Yes
Yes
Tank leak or rupture
260
To concrete slab and then to soil 116
Marshall Upper Apartments H
Transformer
Dielectric Oil
300
Yes
No
Tank leak or rupture
300
To concrete slab and then to soil 81
Matthews Apartments
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 46
Muir College Apartments
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 124
North Campus Housing
Transformer
Dielectric Oil
280
Yes
No
Tank leak or rupture
280
To concrete slab and then to soil 113
North Campus Housing Phase II Building 2
Transformer
Dielectric Oil
250
Yes
No
Tank leak or rupture
250
To concrete slab and then to soil 114
North Campus Housing Phase II Building 4
Transformer
Dielectric Oil
250
Yes
No
Tank leak or rupture
250
To concrete slab and then to soil 79
Pepper Canyon
Transformer
Dielectric Oil
400
No
No
Tank leak or rupture
400
To concrete slab and then to soil 82
Pepper Canyon Apartments
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 83
Pepper Canyon Apartments
Transformer
Dielectric Oil
120
No
No
Tank leak or rupture
120
To concrete slab and then to soil 84
Pepper Canyon Apartments
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 85
Pepper Canyon Apartments
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil HALEY & ALDRICH, INC.
2013_0510_HAI_Table I.xlsx
MAY 2013
TABLE I
SUMMARY OF STORAGE, USE, PREDICTION OF OIL FLOW AND DIRECTION DURING RELEASE
UNIVERSITY OF CALIFORNIA SAN DIEGO
LA JOLLA, CALIFORNIA
OBJECT ID
Location
Page 13 of 17
Container Type
Contents
Capacity (Gallons)
Secondary Containment
Spill_Kit
Type of Release
Discharge Volume (Gallons)
Discharge Direction
Transformers
115
The Village at Torrey Pines #3
Transformer
Dielectric Oil
250
Yes
No
Tank leak or rupture
250
To concrete slab and then to soil 101
Thurgood Marshall Apt
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 89
Warren Apartments
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 90
Warren Apartments
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 91
Warren Apartments
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 18
301A University Center
Transformer
Dielectric Oil
240
No
No
Tank leak or rupture
240
To concrete slab and then to soil 97
303 University Center
Transformer
Dielectric Oil
200
No
No
Tank leak or rupture
200
To concrete slab and then to soil 20
65 kva Sub Station
Transformer
Dielectric Oil
4270
Yes
No
Tank leak or rupture
4270
To concrete slab and then to soil 21
65 kva Sub Station
Transformer
Dielectric Oil
370
Yes
No
Tank leak or rupture
370
To concrete slab and then to soil 22
65 kva Sub Station
Transformer
Dielectric Oil
370
Yes
No
Tank leak or rupture
370
To concrete slab and then to soil 23
65 kva Sub Station
Transformer
Dielectric Oil
350
No
No
Tank leak or rupture
350
To concrete slab and then to soil 24
65 kva Sub Station
Transformer
Dielectric Oil
550
No
No
Tank leak or rupture
550
To concrete slab and then to soil 25
65 kva Sub Station
Transformer
Dielectric Oil
200
No
No
Tank leak or rupture
200
To concrete slab and then to soil 26
65 kva Sub Station
Transformer
Dielectric Oil
200
No
No
Tank leak or rupture
200
To concrete slab and then to soil 27
65 kva Sub Station
Transformer
Dielectric Oil
5160
Yes
No
Tank leak or rupture
5160
To concrete slab and then to soil 28
65 kva Sub Station
Transformer
Dielectric Oil
5160
Yes
No
Tank leak or rupture
5160
To concrete slab and then to soil 30
9321 Discovery Way
Transformer
Dielectric Oil
200
No
No
Tank leak or rupture
200
To concrete slab and then to soil 31
9350 Redwood Drive
Transformer
Dielectric Oil
200
No
No
Tank leak or rupture
200
To concrete slab and then to soil 32
9383 Discovery Way
Transformer
Dielectric Oil
200
No
No
Tank leak or rupture
200
To concrete slab and then to soil 29
965 University Center
Transformer
Dielectric Oil
200
No
No
Tank leak or rupture
200
To concrete slab and then to soil 66
Basic Sciences Building
Transformer
cast coil dry type
290
No
No
Tank leak or rupture
290
To concrete slab and then to soil HALEY & ALDRICH, INC.
2013_0510_HAI_Table I.xlsx
MAY 2013
TABLE I
SUMMARY OF STORAGE, USE, PREDICTION OF OIL FLOW AND DIRECTION DURING RELEASE
UNIVERSITY OF CALIFORNIA SAN DIEGO
LA JOLLA, CALIFORNIA
OBJECT ID
Location
Page 14 of 17
Container Type
Contents
Capacity (Gallons)
Secondary Containment
Spill_Kit
Type of Release
Discharge Volume (Gallons)
Discharge Direction
Transformers
33
Biology Field Station
Transformer
Dielectric Oil
170
No
No
Tank leak or rupture
170
To concrete slab and then to soil 68
Campus Services Complex ‐ Building D
Transformer
Dielectric Oil
205
No
Yes
Tank leak or rupture
205
To concrete slab and then to soil 71
Center for Molecular Genetics
Transformer
Dielectric Oil
200
No
No
Tank leak or rupture
200
To concrete slab and then to soil 72
Center for NMR Spectroscopy
Transformer
Dielectric Oil
100
Yes
No
Tank leak or rupture
100
To concrete slab and then to soil 73
Center Hall
Transformer
Dielectric Oil
200
No
No
Tank leak or rupture
200
To concrete slab and then to soil 109
Central Utilites Plant
Transformer
Dielectric Oil
268
No
Yes
Tank leak or rupture
268
To concrete slab and then to soil 41
Central Utilities Plant
Transformer
Dielectric Oil
275
Yes
Yes
Tank leak or rupture
275
To concrete slab and then to soil 42
Central Utilities Plant
Transformer
Dielectric Oil
280
No
Yes
Tank leak or rupture
280
To concrete slab and then to soil 43
Central Utilities Plant
Transformer
Dielectric Oil
438
Yes
Yes
Tank leak or rupture
438
To concrete slab and then to soil 110
Central Utilities Plant
Transformer
Dielectric Oil
280
No
Yes
Tank leak or rupture
280
To concrete slab and then to soil 74
Chancellors Complex
Transformer
Dielectric Oil
200
No
Yes
Tank leak or rupture
200
To concrete slab and then to soil 98
Chancellors Complex
Transformer
Dielectric Oil
200
No
Yes
Tank leak or rupture
200
To concrete slab and then to soil 120
Central Utilities Plant Transformer
Dielectric OIl
669
Yes
Yes
Tank leak or rupture
669
To concrete slab and then to soil 49
Cuzco Hall
Transformer
Dielectric Oil
200
No
No
Tank leak or rupture
200
To concrete slab and then to soil 125
East Campus Office Building Phase II
Transformer
Dielectric OIl
250
Yes
No
Tank leak or rupture
250
To concrete slab and then to soil 127
East Campus Utility Plant
Transformer
Dielectric Oil
250
No
No
Tank leak or rupture
250
To concrete slab and then to soil 128
East Campus Utility Plant
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil 55
Economics Building
Transformer
Dielectric Oil
281
No
No
Tank leak or rupture
281
To concrete slab and then to soil 76
Engineering Building Unit 2
Transformer
Dielectric Oil
350
No
No
Tank leak or rupture
350
To concrete slab and then to soil 77
Environmental Management Facility
Transformer
Dielectric Oil
380
No
Yes
Tank leak or rupture
380
To concrete slab and then to soil 50
ERC Apartments
Transformer
Dielectric Oil
500
No
No
Tank leak or rupture
500
To concrete slab and then to soil HALEY & ALDRICH, INC.
2013_0510_HAI_Table I.xlsx
MAY 2013
TABLE I
SUMMARY OF STORAGE, USE, PREDICTION OF OIL FLOW AND DIRECTION DURING RELEASE
UNIVERSITY OF CALIFORNIA SAN DIEGO
LA JOLLA, CALIFORNIA
OBJECT ID
Location
Page 15 of 17
Container Type
Contents
Capacity (Gallons)
Secondary Containment
Spill_Kit
Type of Release
Discharge Volume (Gallons)
Discharge Direction
Transformers
106
Estancia
Transformer
Dielectric Oil
200
No
No
Tank leak or rupture
200
To concrete slab and then to soil 108
Estancia
Transformer
Dielectric Oil
200
No
No
Tank leak or rupture
200
To concrete slab and then to soil 105
Geneva Hall
Transformer
Dielectric Oil
200
No
No
Tank leak or rupture
200
To concrete slab and then to soil 95
Gilman Parking Structure
Transformer
Dielectric Oil
240
Yes
No
Tank leak or rupture
240
To concrete slab and then to soil 96
Gilman Parking Structure 406
Transformer
Dielectric Oil
200
No
No
Tank leak or rupture
200
To concrete slab and then to soil 54
Hopkins Parking Structure
Transformer
Dielectric Oil
385
Yes
No
Tank leak or rupture
385
To concrete slab and then to soil 59
Hopkins Parking Structure
Transformer
Dielectric Oil
250
Yes
No
Tank leak or rupture
250
To concrete slab and then to soil 60
Hopkins Parking Structure
Transformer
Dielectric Oil
385
Yes
No
Tank leak or rupture
385
To concrete slab and then to soil 112
Humanities and Social Scieneces
Transformer
Dielecic Oil
200
Yes
No
Tank leak or rupture
200
To concrete slab and then to soil 35
IGPP Munk Laboratory
Transformer
Dielectric Oil
250
No
No
Tank leak or rupture
250
To concrete slab and then to soil 56
Institute of the Americas
Transformer
Dielectric Oil
200
No
No
Tank leak or rupture
200
To concrete slab and then to soil 57
Institute of the Americas
Transformer
Dielectric Oil
200
No
No
Tank leak or rupture
200
To concrete slab and then to soil 80
Internal Medicine Group
Transformer
Dielectric Oil
250
No
No
Tank leak or rupture
250
To concrete slab and then to soil 58
IRPS (South)
Transformer
Dielectric Oil
250
No
No
Tank leak or rupture
250
To concrete slab and then to soil 92
Isaacs Hall
Transformer
Dielectric Oil
225
No
No
Tank leak or rupture
225
To concrete slab and then to soil 51
Latin America Hall
Transformer
Dielectric Oil
200
No
No
Tank leak or rupture
200
To concrete slab and then to soil 45
Mandell Weiss Forum
Transformer
Dielectric Oil
180
No
Yes
Tank leak or rupture
180
To concrete slab and then to soil 100
Marshall Residence Hall
Transformer
Dielectric Oil
150
No
No
Tank leak or rupture
150
To concrete slab and then to soil 52
Marshall Residence Hall and Oceanview
Transformer
Dielectric Oil
150
No
No
Tank leak or rupture
150
To concrete slab and then to soil 93
Mesa Graduate Housing (west)
Transformer
Dielectric Oil
1050
No
No
Tank leak or rupture
1050
To concrete slab and then to soil 36
Nierenberg Hall
Transformer
Dielectric Oil
385
No
No
Tank leak or rupture
385
To concrete slab and then to soil HALEY & ALDRICH, INC.
2013_0510_HAI_Table I.xlsx
MAY 2013
TABLE I
SUMMARY OF STORAGE, USE, PREDICTION OF OIL FLOW AND DIRECTION DURING RELEASE
UNIVERSITY OF CALIFORNIA SAN DIEGO
LA JOLLA, CALIFORNIA
OBJECT ID
Location
Page 16 of 17
Container Type
Contents
Capacity (Gallons)
Secondary Containment
Spill_Kit
Type of Release
Discharge Volume (Gallons)
Discharge Direction
Transformers
102
Pangea Parking Structure
Transformer
Dielectric Oil
200
No
No
Tank leak or rupture
200
To concrete slab and then to soil 86
Powell Structural Systems Laboratory
Transformer
Dielectric Oil
500
No
No
Tank leak or rupture
500
To concrete slab and then to soil 87
Preuss School
Transformer
Dielectric Oil
190
No
No
Tank leak or rupture
190
To concrete slab and then to soil 126
Radiation Oncology Clinical Facility
Transformer
Dielectric Oil
250
Yes
No
Tank leak or rupture
250
To concrete slab and then to soil 107
S & M Basement
Transformer
Dielectric Oil
250
Yes
No
Tank leak or rupture
250
To concrete slab and then to soil Transformer
Dielectric Oil
280
No
No
Tank leak or rupture
280
To concrete slab and then to soil Transformer
Dielectric Oil
280
No
No
Tank leak or rupture
280
To concrete slab and then to soil 117
118
Sanford Consortium for Regenerative Medicine
Sanford Consortium for Regenerative Medicine
37
Scholander Hall
Transformer
Dielectric Oil
170
No
No
Tank leak or rupture
170
To concrete slab and then to soil 111
school of medicine
Transformer
Dielectric Oil
250
No
No
Tank leak or rupture
250
To concrete slab and then to soil 34
SIO Birch Aquarium (Loading Dock)
Transformer
Dielectric Oil
250
Yes
Yes
Tank leak or rupture
250
To concrete slab and then to soil 38
SIO Library
Transformer
Dielectric Oil
250
No
No
Tank leak or rupture
250
To concrete slab and then to soil 39
SIO Seaweed Canyon Warehouse
Transformer
Dielectric Oil
190
No
No
Tank leak or rupture
190
To concrete slab and then to soil 99
SIO Support Shop (T‐43)
Transformer
Dielectric Oil
200
No
No
Tank leak or rupture
200
To concrete slab and then to soil 40
SIO Vaughn Hall
Transformer
Dielectric Oil
200
No
Tank leak or rupture
200
To concrete slab and then to soil 61
Spanos Athletic Training Facility
Transformer
Dielectric Oil
190
No
No
Tank leak or rupture
190
To concrete slab and then to soil 62
Super Computer Center
Transformer
Dielectric Oil
285
No
No
Tank leak or rupture
285
To concrete slab and then to soil 94
Thornton Hospital
Transformer
Dielectric Oil
175
No
No
Tank leak or rupture
175
To concrete slab and then to soil 63
Tioga Hall
Transformer
Dielectric Oil
240
No
No
Tank leak or rupture
240
To concrete slab and then to soil 104
Tioga Hall
Transformer
Dielectric Oil
240
No
No
Tank leak or rupture
240
To concrete slab and then to soil 64
University Extension A
Transformer
Dielectric Oil
250
Yes
No
Tank leak or rupture
250
To concrete slab and then to soil 88
Visual Arts Facility
Transformer
Dielectric Oil
160
No
No
Tank leak or rupture
160
To concrete slab and then to soil HALEY & ALDRICH, INC.
2013_0510_HAI_Table I.xlsx
MAY 2013
TABLE I
SUMMARY OF STORAGE, USE, PREDICTION OF OIL FLOW AND DIRECTION DURING RELEASE
UNIVERSITY OF CALIFORNIA SAN DIEGO
LA JOLLA, CALIFORNIA
OBJECT ID
Location
Page 17 of 17
Container Type
Contents
Capacity (Gallons)
Secondary Containment
Spill_Kit
Type of Release
Discharge Volume (Gallons)
Discharge Direction
Transformers
75
Wagner Dance Facility
Transformer
Dielectric Oil
180
No
No
Tank leak or rupture
180
To concrete slab and then to soil 67
Baseball Field
Transformer
Dielectric Oil
180
No
No
Tank leak or rupture
180
To concrete slab and then to soil 69
Canyonview Aquatic Center
Transformer
Dielectric Oil
240
No
No
Tank leak or rupture
240
To concrete slab and then to soil 70
Career Services Center
Transformer
Dielectric Oil
190
No
No
Tank leak or rupture
190
To concrete slab and then to soil 44
Main Gym
Transformer
Dielectric Oil
165
No
No
Tank leak or rupture
165
To concrete slab and then to soil 53
Media Center/Communications Building
Transformer
Dielectric Oil
112
No
No
Tank leak or rupture
112
To concrete slab and then to soil 47
Potiker Theater
Transformer
Dielectric Oil
440
No
No
Tank leak or rupture
440
To concrete slab and then to soil 48
Potiker Theater
Transformer
Dielectric Oil
237
No
No
Tank leak or rupture
237
To concrete slab and then to soil 103
RIMAC
Transformer
Dielectric Oil
200
Yes
No
Tank leak or rupture
200
To concrete slab and then to soil 119
Ropes Course
Transformer
Dielectric Oil
250
Yes
No
Tank leak or rupture
250
To concrete slab and then to soil 65
Student Center A
Transformer
Dielectric Oil
180
No
No
Tank leak or rupture
180
To concrete slab and then to soil Notes:
AST ‐ Aboveground Storage Tank
OWS ‐ Oil Water Separator
UST ‐ Underground Storage Tank
HALEY & ALDRICH, INC.
2013_0510_HAI_Table I.xlsx
MAY 2013
G:\31259_UCSD\Global\GIS\MapProjects\31259-000-0001-SiteLocus.mxd
SITE COORDINATES : 117° 14' 12.50" W 32° 52' 44.88" N
©
USGS TOPO MAP : DEL MAR, LA JOLLA
UNIVERSITY OF CALIFORNIA, SAN DIEGO
9500 GILMAN DRIVE
LA JOLLA, CALIFORNIA
SITE LOCUS
SCALE: 1:125,000
MAY 2013
FIGURE 1
NORTH
CAMPUS
ELEANOR
ROOSEVELT
COLLEGE
WARREN
COLLEGE
THURGOOD
MARSHALL
COLLEGE
UNIVERSITY CENTER
SIXTH
COLLEGE
MUIR
COLLEGE
SCHOOL OF
MEDICINE
UCSD
MEDICAL CENTER
LA JOLLA
REVELLE
COLLEGE
COAST
APARTMENTS
G:\31259_UCSD\Global\GIS\MapProjects\31259-000-0002-SiteMap.mxd
SCRIPPS
INSTITUTION OF
OCEANOGRAPHY
©
UNIVERSITY OF CALIFORNIA, SAN DIEGO
9500 GILMAN DRIVE
LA JOLLA, CALIFORNIA
GENERAL SITE MAP
SCALE: 1:125,000
MAY 2013
FIGURE 2
ID
LEGEND
1
)#
UNDERGROUND STORAGE TANK (UST)
)#
DRUM STORAGE
)#
OIL WATER SEPARATOR
)#
MOBILE REFUEL
5
11
)#)#15
24
28
PROPERTY LINE
29
BUILDING FOOTPRINT
1,000
SCALE IN FEET
30
24
PARKING LOT AREA
500
Campus Services Complex
4
STORM WATER PIPELINES AND DIRECTION
0
27
3
ABOVE STORAGE TANK (AST)
©
6
10
11
12
14
21
Chemical Research Building
Campus Services Complex - Fueling
Station
Geisel Library
Campus Services Complex - Central
Garage
Campus Services Complex - Fueling
Station
Faculty Club
Thorton Hospital
Cafe Ventanas
East Campus Utility Plant
Price Center
Eucalyptus Point
2
)#
)#17
22
)#)#23
)#
31
)#3
)#21
)#30
32 34
)#)# )#35
2,000
33
)#)#6
19
14 #
)
12
54
)#)##
36
55
)###38
)
39)
#
37
37
)#16
)#10
)#42
)#41
)#49 )#50
)#51
)#13
)#18
)#40
43 # #44
))
)#52
7 48
47 ### #
8 9
#
45
#46
)#
))) )
)
)
Campus Services Complex
Campus Services Complex
Powell Focht Bioengineering
EBU-1
32
Powell Structural Laboratory
33
Powell Structural Laboratory
34
Powell Structural Laboratory
35
Powell Structural Laboratory
36
High Bay Physics
38
High Bay Physics
High Bay Physics
39
High Bay Physics
41
Cellular and Molecular Medicine East
40
Center for Molecular Genetics
42
Biomedical Research Facility
43
Biomedical Sciences Building - Basement
44
Medical Teaching Facility-Utility Tunnel
45
Central Utilities Plant
46
Central Utilities Plant
47
Central Utilities Plant
48
Central Utilities Plant
49
Pacific Hall
50
Pacific Hall
51
Natural Sciences Building
52
Urey Hall
53
Social Sciences Research Building
57
Hydraulics Lab
54
55
56
G:\31259_UCSD\Global\GIS\MapProjects\31259-000-0003-Container.mxd
Campus Servies Complex-EMF
31
37
)#53
)#1
)#20
)#
# 29
# )
#)
)
#
)
28
)# )# 27
64 26
#
))#65
)#5
2
25 4
Location
East Campus Utility Plant
East Campus Utility Plant
Hubbs Hall
Contents
UST
Diesel
UST
Diesel
UST
Capacity
(Gallons)
1000
Diesel
12000
AST
Waste Oil
1000
UST
Diesel
12000
UST
UST
UST
UST
UST
UST
500
Cooking Oil/Grease
Gasoline
Cooking Oil/Grease
Diesel
Cooking Oil/Grease
Cooking Oil/Grease
Petroleum
Drum Storage
Hydrocarbons
AST
Diesel
Petroleum
Drum Storage
Hydrocarbons
Drum Storage
Waste Oil
Petroleum
Drum Storage
Hydrocarbons
Petroleum
Drum Storage
Hydrocarbons
Petroleum
AST
Hydrocarbons
Petroleum
AST
Hydrocarbons
Petroleum
AST
Hydrocarbons
Petroleum
Drum Storage
Hydrocarbons
Petroleum
AST
Hydrocarbons
AST
Hydraulic Oil
Petroleum
AST (Totes)
Hydrocarbons
Petroleum
AST (Totes)
Hydrocarbons
Drum Storage
Diesel
Petroleum
Drum Storage
Hydrocarbons
Petroleum
Drum Storage
Hydrocarbons
Petroleum
Drum Storage
Hydrocarbons
Petroleum
Drum Storage
Hydrocarbons
Petroleum
Drum Storage
Hydrocarbons
Petroleum
Drum Storage
Hydrocarbons
Petroleum
AST
Hydrocarbons
Petroleum
Drum Storage
Hydrocarbons
Petroleum
Drum Storage
Hydrocarbons
Petroleum
Drum Storage
Hydrocarbons
Petroleum
Drum Storage
Hydrocarbons
Petroleum
Drum Storage
Hydrocarbons
Petroleum
Drum Storage
Hydrocarbons
AST
Diesel
AST
Diesel
Drum Storage
Multiple
Petroleum
Drum Storage
Hydrocarbons
Petroleum
Drum Storage
Hydrocarbons
Petroleum
Drum Storage
Hydrocarbons
Mobile Refueler
Diesel
Mobile Refueler
Diesel
AST
Diesel
58
SIO Storehouse T-42
59
SIO T-40
25
Campus Services Complex
OWS
26
Campus Services Complex
OWS
64
Campus Services Complex
65
Campus Services Complex
New Central Utilities Plant
Oil Water Separators
)#57
Container Type
Petroleum
Hydrocarbons
Petroleum
Hydrocarbons
1000
15000
3000
20000
300
2000
800
1000
990
385
165
55
500
500
500
110
800
7500
330
330
110
110
55
330
935
660
110
100
165
55
440
55
55
330
200
200
220
165
55
220
500
500
15000
750
750
UNIVERSITY OF CALIFORNIA, SAN DIEGO
9500 GILMAN DRIVE
LA JOLLA, CALIFORNIA
)#56
)#59 )#58
NOTES:
1. ALL LOCATIONS AND DIMENSIONS
ARE APPROXIMATE.
2. SOURCE OF DATA: UCSD
SITE MAP - CONTAINERS
SCALE: AS SHOWN
MAY 2013
FIGURE 3
43
!
A
LEGEND
ID
!
A
EMERGENCY GENERATOR
!
A
MOBILE GENERATOR
60
!
A
61
!
A
STORM WATER PIPELINES AND DIRECTION
40
PROPERTY LINE
!
A
15
!
A
16
BUILDING FOOTPRINT
!
A
PARKING LOT AREA
0
©
500
1,000
2
17
14
66
!
A
!
A
!
A
38
!
A
!
A
1
5
!
A
!
A
68
69
42 41
!!
A 70
!A
A
!
A!
A
4
2,000
8
!
A
6
9
!
A !
A
A!
71 !
A!
A 72
7
!
A
3
!
A 62
A
!
A!
63
13
SCALE IN FEET
!
A
48
!
A
18
!
A
11
10
44
!
A
!
A
35
46
53
A
!!
!A
A
!
A
56 36
59
!
A
34
!
A
55
12
!
A
!
A
33
46
!
A
!
A
32
!
A 26
39
19
A
27 !
!
A
28
!
A
52
!
A
47
!
A
20 45
!
A
!
A
50
51
49
!
!
A!
A
A
21 22 23
!
A
67
58
!
A
25
!
A
37
!
A
24
57
!
A
G:\31259_UCSD\Global\GIS\MapProjects\31259-000-0004-Generators.mxd
!
A
49 50 51
21 22
31
47
48
49
50
51
52
53
54
56
57
58
59
60
61
62
63
66
67
68
69
70
71
72
Environmental Management Facility
Biology Field Station - Laboratory
Campus Security Office
Campus Service Complex "D"
Warren College Apartments
Atkinson Hall
Engineering Building Unit 3B
Engineering Building Unit 1
Powell Focht Bioengineering EBU-3a
Engineering Building Unit 2
Science and Engineering Research Facility
Gilman Parking Structure
Geisel Library Day Tank
Pangea Parking Structure
ERC Pump Station
Cafe Ventanas
RIMAC
Chemistry Research Building
Pacific Hall (belly)
Natural Sciences Building
Central Utilities Plant 1
Central Utilities Plant 2
Central Utilities Plant 3
Mandell Weiss Forum (Theater)
Pharmaceutical Sciences Building
CMMW 2
CMMW 1
Stein Clinical Research Facility
Vaughn Hall (Endurance Hall)
Birch Aquarium at Scripps
SIO Support Shop T-43 (Belly Tank)
Thorton Hospital (South Side)
Thorton south
Thorton Hospital (North Side)
East Campus Utility Plant
East Campus Utility Plant
Mesa Housing (69 kv Yard-mobile)
Hopkins Parking Structure
Pacific Hall (Day Tank)
Rady School
69 KV Switching Station
Torrey Pines Center South
Powell Structural Systems Laboratory
Natural Sciences Building
Structural and Materials Engineering
Building
I.M.G. (Medical Genetics)
EBU-2
Central Utilities Plant
Central Utilities Plant
Central Utilities Plant
Moleculat Genetics
East Campus Utility Plant
SIO Support Shop T-43 (Feed Tank)
East Campus Utility Plant
Rita L. Atkinson Residences
Charles David Keeling Apartments
East Campus Parking Structure 2
The Village at Torrey Pines
North Campus Housing Phase II
Campus Services Complex - Electric Shop
Campus Services Complex - Electric Shop
Campus Services Complex - Boneyard
Central Utilities Plant
Campus Services Complex - Shops
Campus Services Complex - Shops
Campus Services Complex - Shops
Campus Services Complex - Electric Shop
Campus Services Complex -Electric Shop
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Lube Oil
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Lube Oil
Capacity
(Gallons)
450
100
1000
100
500
1000
350
500
1100
600
850
200
75
150
250
250
600
50
350
1000
200
125
125
60
1000
350
350
350
250
200
300
300
7500
600
200
86
325
2500
500
400
140
400
400
86
Diesel
Lube Oil
Lube Oil
Lube Oil
Lube Oil
Diesel
Lube Oil
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
Diesel
70
86
106
106
106
300
86
100
200
400
470
500
350
350
200
140
100
100
140
140
140
100
140
Container Type
Contents
Emergency Generator
Diesel
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Mobile Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Emergency Generator
Mobile Generator
Mobile Generator
Mobile Generator
Mobile Generator
Mobile Generator
Mobile Generator
Mobile Generator
Mobile Generator
Mobile Generator
1750
UNIVERSITY OF CALIFORNIA, SAN DIEGO
9500 GILMAN DRIVE
LA JOLLA, CALIFORNIA
! 23
!
!A
A A
!
!
A !
AA
!
A
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
43
44
45
Location
30
!
A
54
67
29
!
A
!
A
NOTES:
1. ALL LOCATIONS AND DIMENSIONS
ARE APPROXIMATE.
2. SOURCE OF DATA: UCSD
SITE MAP - EMERGENCY GENERATORS
SCALE: AS SHOWN
MAY 2013
FIGURE 4
ID
LEGEND
117
X
Y
Y
X
118
Y
X
TRANSFORMER
Y
X
22
Y
X
113
21
X
Y
Y
X
124
Y
X
115
Y
X
20
Y
X
26
Y
X
28
BUILDING FOOTPRINT
Y
X
103
PARKING LOT AREA
©
Y
X
50
Y
X
105
Y
Y X
X
108 51
Y
X
49
Y X
X
Y
106 102
Y
X
27
Y
X
56
Y
X
33
Y
X
62
Y
X
57
54
X
Y
YX
X
Y60
59
Y
X
58
Y
X
52
1,000
2,000
Y
X
77
Y
X
101
Y
X
100
Y
X
25
Y
X
114
PROPERTY LINE
500
24
Y
X
STORM WATER PIPELINES AND DIRECTION
0
Y
X
23
Y
X
61
Y
X
89
Y
X
116
SCALE IN FEET
Y
X
90
Y
X
55
Y
X
64
22
21
20
24
YX
X
Y
X
Y
Y
X
YX
X
Y
X
Y2625
Y
X
Y
X
28 27
Y
X
68
Y
X
87
Y
X
91
Y
X
53
23
Y
X
67
Y
X
69
Y
X
72
Y
X
128
Y
X
76
Y
X
Y
X
86
Y
X
Y63
X
Y
X
123
119
Y
X
82
Y
X
Y
18 X
97
Y
X
73
Y
X
46
Y
X
95
Y
X
29
Y
X
65
Y
X
96
Y
X
126
Y
X
85
Y
X
81
Y
X
79
Y
X
70
Y
X
112
Y
X
19
Y
X
88
X
Y
74 98
Y
X
44
Y
X
Y
X
107
78
104
127
Y
X
94
Y
X
84
Y
X
83
Y
X
125
Y
X
71
Y
X
80
Y
X
66
Y
X
121
109
110
Y Y
X
XX
Y
42 X
Y 41
Y
X
122
43
G:\31259_UCSD\Global\GIS\MapProjects\31259-000-0005-Transformers.mxd
Y
X
45
Y120
XX
Y
X
Y
X
Y
3
1
X
Y
Y
X
4
2
Y
X
111
Y
X
93
Y
X
5
Y
X
6
Y
X
7
Y
X
8
Y
X
9
Y
X
10 Y
X
11
Y Y
X
Y
X
X
13 14 15
Y
X
12
Y
X
16
Y
X
17
Y
X
75
Y
X
Y
48 X
47
Y
X
32
Y
X
30
Y
X
92
Y
X
31
Y
X
36
Y
X
35
Y
X
40
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Transformer
Capacity
(Gallons)
Dielectric Oil
160
Dielectric Oil
160
Dielectric Oil
160
Dielectric Oil
160
Dielectric Oil
160
Dielectric Oil
160
Dielectric Oil
160
Dielectric Oil
160
Dielectric Oil
160
Dielectric Oil
160
Dielectric Oil
160
Dielectric Oil
160
Dielectric Oil
190
Dielectric Oil
143
Dielectric Oil
160
Dielectric Oil
160
Dielectric Oil
160
Dielectric Oil
240
Dielectric Oil
160
Dielectric Oil
4270
Dielectric Oil
370
Dielectric Oil
370
Dielectric Oil
350
Dielectric Oil
550
Dielectric Oil
200
Dielectric Oil
200
Dielectric Oil
5160
Dielectric Oil
5160
Dielectric Oil
200
Dielectric Oil
200
Dielectric Oil
200
Dielectric Oil
200
Dielectric Oil
170
Dielectric Oil
250
Dielectric Oil
250
Dielectric Oil
385
Dielectric Oil
170
Dielectric Oil
250
Dielectric Oil
190
Dielectric Oil
200
Dielectric Oil
275
Dielectric Oil
280
Dielectric Oil
438
Dielectric Oil
165
Dielectric Oil
180
Dielectric Oil
160
Dielectric Oil
440
Dielectric Oil
237
Dielectric Oil
200
Dielectric Oil
500
Dielectric Oil
200
Dielectric Oil
150
Dielectric Oil
112
Dielectric Oil
385
Dielectric Oil
281
Dielectric Oil
200
Dielectric Oil
200
Dielectric Oil
250
Dielectric Oil
250
Dielectric Oil
385
Dielectric Oil
190
Dielectric Oil
285
Dielectric Oil
240
Dielectric Oil
250
Dielectric Oil
180
cast coil dry type
290
Dielectric Oil
180
Dielectric Oil
205
Dielectric Oil
240
Dielectric Oil
190
Dielectric Oil
200
Dielectric Oil
100
Dielectric Oil
200
Dielectric Oil
200
Dielectric Oil
180
Dielectric Oil
350
Dielectric Oil
380
Dielectric Oil
135
Dielectric Oil
400
Dielectric Oil
250
Dielectric Oil
160
Dielectric Oil
160
Dielectric Oil
120
Dielectric Oil
160
Dielectric Oil
160
Dielectric Oil
500
Dielectric Oil
190
Dielectric Oil
160
Dielectric Oil
160
Dielectric Oil
160
Dielectric Oil
160
Dielectric Oil
225
Dielectric Oil
1050
Dielectric Oil
175
Dielectric Oil
240
Dielectric Oil
200
Dielectric Oil
200
Dielectric Oil
200
Dielectric Oil
200
Dielectric Oil
150
Dielectric Oil
160
Dielectric Oil
200
Dielectric Oil
200
Dielectric Oil
240
Dielectric Oil
200
Dielectric Oil
200
Dielectric Oil
250
Dielectric Oil
200
Dielectric Oil
268
Dielectric Oil
280
Dielectric Oil
250
Dielecic Oil
200
Dielectric Oil
250
Dielectric Oil
250
Dielectric Oil
250
Dielectric Oil
300
Dielectric Oil
280
Dielectric Oil
280
Dielectric Oil
250
Dielectric OIl
669
Dielectric Oil
260
Dielectric OIl
280
Dielectric OIl
135
Dielectric Oil
280
Dielectric OIl
250
Dielectric Oil
250
Dielectric Oil
250
Dielectric Oil
160
Contents
Y
X
34
Y
X
39
Y
X
37
3819 Mesa Housing North
3827 Mesa Housing North
3835 Mesa Housing North
3859 Mesa Housing North
3875 Mesa Housing North
3883 Mesa Housing North
3919 Mesa Housing North
3927 Mesa Housing North
3951 Mesa Housing North
3959 Mesa Housing North
3983 Mesa Housing North
3991 Mesa Housing North
3999 Mesa Housing North
4051 Mesa Housing North
4059 Mesa Housing North
4075 Mesa Housing North
4083 Mesa Housing North
301A University Center
413 University Center
65 kva Sub Station
65 kva Sub Station
65 kva Sub Station
65 kva Sub Station
65 kva Sub Station
65 kva Sub Station
65 kva Sub Station
65 kva Sub Station
65 kva Sub Station
965 University Center
9321 Discovery Way
9350 Redwood Drive
9383 Discovery Way
Biology Field Station
SIO Birch Aquarium (Loading Dock)
IGPP Munk Laboratory
Nierenberg Hall
Scholander Hall
SIO Library
SIO Seaweed Canyon Warehouse
SIO Vaughn Hall
Central Utilities Plant
Central Utilities Plant
Central Utilities Plant
Main Gym
Mandell Weiss Forum
Muir College Apartments
Potiker Theater
Potiker Theater
Cuzco Hall
ERC Apartments
Latin America Hall
Marshall Residence Hall and Oceanview
Media Center/Communications Building
Hopkins Parking Structure
Economics Building
Institute of the Americas
Institute of the Americas
IRPS (South)
Hopkins Parking Structure
Hopkins Parking Structure
Spanos Athletic Training Facility
Super Computer Center
Tioga Hall
University Extension A
Student Center A
Basic Sciences Building
Baseball Field
Campus Services Complex - Building D
Canyonview Aquatic Center
Career Services Center
Center for Molecular Genetics
Center for NMR Spectroscopy
Center Hall
Chancellors Complex
Wagner Dance Facility
Engineering Building Unit 2
Environmental Management Facility
Faculty Club
Pepper Canyon
Internal Medicine Group
Matthews Apartments
Pepper Canyon Apartments
Pepper Canyon Apartments
Pepper Canyon Apartments
Pepper Canyon Apartments
Powell Structural Systems Laboratory
Preuss School
Visual Arts Facility
Warren Apartments
Warren Apartments
Warren Apartments
Isaacs Hall
Mesa Graduate Housing (west)
Thornton Hospital
Gilman Parking Structure
Gilman Parking Structure 406
303 University Center
Chancellors Complex
SIO Support Shop (T-43)
Marshall Residence Hall
Thurgood Marshall Apt
Pangea Parking Structure
RIMAC
Tioga Hall
Geneva Hall
Estancia
S & M Basement
Estancia
Central Utilites Plant
Central Utilities Plant
school of medicine
Humanities and Social Scieneces
North Campus Housing Phase II Building 2
North Campus Housing Phase II Building 4
The Village at Torrey Pines #3
Marshall Upper Apartments H
Sanford Consortium for Regenerative Medicine
Sanford Consortium for Regenerative Medicine
Ropes Course
Central Utilities Plant
HDH
Charles David Keeling Apartments 2
Faculty Club
North Campus Housing
East Campus Office Building Phase II
Radiation Oncology Clinical Facility
East Campus Utility Plant
East Campus Utility Plant
Container Type
UNIVERSITY OF CALIFORNIA, SAN DIEGO
9500 GILMAN DRIVE
LA JOLLA, CALIFORNIA
Y
X
38
Y
X
99
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
Location
NOTES:
1. ALL LOCATIONS AND DIMENSIONS
ARE APPROXIMATE.
2. SOURCE OF DATA: UCSD
SITE MAP - TRANSFORMERS
SCALE: AS SHOWN
MAY 2013
FIGURE 5
D
"
D
67C
66
D
"
65 C
ID
LEGEND
ELEVATOR
D
"
C
STORM WATER PIPELINES AND DIRECTION
PROPERTY LINE
BUILDING FOOTPRINT
D
54 C
"
PARKING LOT AREA
0
©
500
1,000
D
1C
"
D
"
91 C
D
"
2C
D
90C
"
D
18 C
"
D
103C
"
2,000
D
"
52 C
D
92C
"
D
88 C
"
D
89C
"
D
53 C
"
D
57 C
"
58
D
"
D
"
64CC
D
56C
"
D
55C
"
D
69 C
"
D
68 C
"
D
"
12 C
D
50 C
"
D
"
71 C
D
51C
"
D
"
73 C
D
74 C
"
95
D
"
D
"
96C
C
D
75 C
"
D
63 C
"
D
62 C
"
D
"
70 C
D
"
72 C
D
61 C
"
D
85 C
"
D
"
43 C
SCALE IN FEET
D
"
44 C
D
"
76 C
D
48 C
"
D
"
46 C
47
D
60 C
"
D
"
45 C
D
"
42C
D
16 C
"
D
59C
"
D
"
17C
D"
"
99 C
D
C
102
D
97C
"
100
DC
"
C
D
101
"
D
"
39C
D
98 C
"
D
"
86C
D
"
31 C
D
108C
"
D
13 C
"
D
105C
"
D
"
33C
D
104C
"
D
15C
"
D
"
41C
D
"
94C
D
"
4C
D
"
9C
D
8C
"
D
10 C
"
D
5C
"
D
"
14 C
D
28 C
"
D
"
32 C
D
"
34 C
D
"
49C
D
"
35C
D
40C
"
D
"
3C
D
87 C
"
D
6C
"
D
"
110C
D
7C
"
D
37C
"
D
29 "
D C
30C
"
D
"
38 C
D
"
81C
G:\31259_UCSD\Global\GIS\MapProjects\31259-000-0006-Elevators.mxd
D
"
80 C
D
82C
"
D
"
83C
D
79 C
"
D
84 C
"
D
"
36C
D
93C
"
77C
D
"
D
"
78C
27
D
20 C
"
D
21 C
"
106
D
"
C
D
107C
"
D
22C
"
D
23C
"
D
11 C
"
D
26C
"
D
25 C
"
Africa Hall
Asia Hall
Biomedical Library
Basic Sciences Building
Basic Sciences Building
Basic Sciences Building
Brain Imaging
CMMW
CMME
CMME
Birch Aquarium
Canyon Vista Dining Facility
Career Services Center
Center for Molecular Genetics
Center Hall
Chemistry Research Building
Cognitive Sciences Building
Cuzco Hall
Eckart Library
Isaacs Hall (NORPAX)
Munk Lab
Nierenberg Hall
Ritter Hall
Scholander Hall
Sverdrup Hall
Vaugh Hall
Keck Center
Natural Sciences Center
Galbraith Hall
Galbraith Hall
Muir College Apartments
Mayer Hall
Main Gym
Blake Hall
Argo Hall
Potiker Theater
Skaggs Pharmaceutical Building
Skaggs Pharmaceutical Building
Science and Engineering Research Facility
Gilman Parking Structure
Gilman Parking Structure
Geisel Library
Economics Building
Engineering Building Unit 1
Engineering Building Unit 2
Engineering Building IIIB
Powell Focht Bioengineering
Powell Focht Bioengineering
York Hall
Social Sciences Building
Social Sciences Building
RIMAC
RIMAC
Rady School of Management
Robinson Library
Robinson Admin
San Diego Super Computer Addition
San Diego Super Computer
Center for Magnetic Recording Research
Black Hall
Brennan Hall
Goldberg Hall
Douglas Hall
San Diego Super Computer
Torrey Pines Center South
Torrey Pines Center North
Torrey Pines Center North
Frankfurter Hall
Harlan Hall
Stewart Hall
Brown Hall
Bates Hall
Marshall Residence Hall P
Marshall Residence Hall R
Marshall Residence Hall U
Media Center
OAR/NTV Complex (North)
OAR/NTV Complex (Middle)
One Miramar Street Apts, Bldg 1
One Miramar Street Apts, Bldg 2
One Miramar Street Apts, Bldg 3
One Miramar Street Apts, Bldg 4
One Miramar Street Apts, Bldg 5
One Miramar Street Apts, Parking Garage
Preuss School
Student Academic Services
Medical Teaching Facility
Latin America Hall
Great Hall
Europe Hall
ERC Admin South
Institute of the Americas
Mandell Weiss Theatre
Student Center
Oceanview Terrace (passenger)
Oceanview Terrace (freight)
Student Health Center
Visual Arts Building 3
Price Center (old)
Price Center (New)
Price Center (New)
Price Center (Old)
Pangea Parking Structure
Music Building
Mandeville Center
IGPP
IGPP
Pepper Canyon
Contents
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Hydraulic Oil
Capacity
(Gallons)
115
115
275
165
150
100
165
165
220
165
165
50
165
165
220
165
165
115
165
165
220
220
220
165
220
275
0
165
165
220
65
330
165
50
65
165
275
330
220
275
220
330
165
220
275
440
390
825
440
275
440
220
660
440
165
220
165
220
165
130
130
130
130
825
460
440
165
65
65
65
70
70
65
65
65
165
275
275
50
50
50
50
50
75
165
660
550
115
85
115
115
165
165
165
50
50
85
330
330
330
880
220
660
330
220
165
220
100
UNIVERSITY OF CALIFORNIA, SAN DIEGO
9500 GILMAN DRIVE
LA JOLLA, CALIFORNIA
D
19 C
"
D
24 C
"
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
Location
NOTES:
1. ALL LOCATIONS AND DIMENSIONS
ARE APPROXIMATE.
2. SOURCE OF DATA: UCSD
SITE MAP - ELEVATORS
SCALE: AS SHOWN
MAY 2013
FIGURE 6
APPENDIX A
Re-Certification of the SPCC Plan
SPCC PLAN REVIEW
In accordance with 40 CFR 112.5, this SPCC Plan must be amended whenever there is a change in
campus design, construction, operation or maintenance which materially affects the campus’s potential
for the discharge of oil into or upon the navigable waters of the United States or adjoining shorelines.
Such changes may include, but are not limited to:





Addition to or reduction of oil storage capacity;
Types of oil materials stored, used or generated;
Modifications to containment areas;
Drainage system modifications; and
Changes in SPCC Plan coordination and/or emergency contact numbers.
A registered Professional Engineer must certify all non-administrative amendments to the Plan.
In addition, the SPCC Plan must be reviewed at least once every five years. A list of SPCC Plan
reviews and amendments, and a documentation of five-year reviews, are provided below.
LIST OF SPCC PLAN REVIEWS AND AMENDMENTS
Date
Reason for Review/Amendment
UCSD Personnel
Name and Initials
Certifying
Professional
Engineer’s Name and
License No.
Date
Reason for Review/Amendment
UCSD Personnel
Name and Initials
Certifying
Professional
Engineer’s Name and
License No.
FIVE-YEAR SPCC PLAN REVIEW DOCUMENTATION
The five-year SPCC Plan review and evaluation will be documented by signing a statement as to
whether the Plan will be amended. The following statement will suffice:
“I have completed review and evaluation of the SPCC Plan for UCSD on _________ (date), and
_________ (will/will not) amend the Plan as a result.”
Print name: __________________________
Signature: _____________________________
“I have completed review and evaluation of the SPCC Plan for UCSD on _________ (date), and
_________ (will/will not) amend the Plan as a result.”
Print name: __________________________
Signature: _____________________________
APPENDIX B
Certification of the Applicability of the Substantial Harm Criteria Checklist
Certification of the Applicability of the Substantial Harm Criteria Checklist
Facility Name: University of California, San Diego
Facility Address: 9500 Gilman Drive, La Jolla, California 92093
1. Does the facility transfer oil over water to or from vessels and does the facility have a total oil
storage capacity greater than or equal to 42,000 gallons?
Yes ___
No __X_
2. Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and does
the facility lack secondary containment that is sufficiently large to contain the capacity of the largest
aboveground oil storage tank plus sufficient freeboard to allow for precipitation within any aboveground
oil storage tank area?
Yes ___
No __X _
3. Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and is the
facility located at a distance (as calculated using the appropriate formula in Attachment C–III to this
appendix or a comparable formula 1) such that a discharge from the facility could cause injury to fish
and wildlife and sensitive environments? For further description of fish and wildlife and sensitive
environments, see Appendices I, II, and III to DOC/NOAA's “Guidance for Facility and Vessel
Response Plans: Fish and Wildlife and Sensitive Environments” (see Appendix E to this part, section
13, for availability) and the applicable Area Contingency Plan.
Yes ___
No __X_
4. Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and is the
facility located at a distance (as calculated using the appropriate formula in Attachment C-III to this
appendix or a comparable formula 1 ) such that a discharge from the facility would shut down a public
drinking water intake 2 ?
1. If a comparable formula is used, documentation of the reliability and analytical soundness of the
comparable formula must be attached to this form.
2. For the purposes of 40 CFR part 112, public drinking water intakes are analogous to public water
systems as described at 40 CFR 143.2(c).
Yes ___
No _X__
5. Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and has
the facility experienced a reportable oil discharge in an amount greater than or equal to 10,000 gallons
within the last 5 years?
Yes ___
No __X_
Certification
I certify under penalty of law that I have personally examined and am familiar with the information
submitted in this document, and that based on my inquiry of those individuals responsible for obtaining
this information, I believe that the submitted information is true, accurate, and complete.
Signature: ______________________________________________________
Name (please type or print): ________________________________________
Title: __________________________________________________________
Date : __________________________________________________________
APPENDIX C
SPCC Rule Compliance Cross-Walk
SPCC RULE COMPLIANCE CROSS-WALK
Provision
Description
Location in Plan
112.3(d)
Professional Engineer Certification
Section 1.5.1
112.3(e)
Location of SPCC Plan
112.5
Plan Review
Section 1.3.4
Section 1.3.3
Appendix A
112.7
Management Approval
Section 1.5.2
112.7
Cross-Reference with SPCC Rule
112.7(a)(3)
General Facility Information
Site Plan and Facility Diagram
112.7(a)(4)
Discharge Notification
112.7(a)(5)
Discharge Response
Section 5
Appendix F
Section 4
112.7(b)
Potential Discharge Volumes and Direction of Flow
Section 2.6
112.7(c)
Containment and Diversionary Structures
Section 2.5
112.7(d)
Practicability of Secondary Containment
Section 2.5
112.7(e)
Inspections, Tests, and Records
112.7(f)
Personnel, Training and Discharge Prevention Procedures
Section 3.5
112.7(g)
Security
Section 2.7
112.7(h)
Tank Truck Loading/Unloading
112.7(j)
Conformance with Applicable State and Local Requirements
112.7(k)
Qualified oil-filled equipment
112.8(b)
Facility Drainage
Section 2.2
112.8(c)(1)
Container Construction
Section 2.3
112.8(c)(2)
Secondary Containment
Section 2.5
112.8(c)(3)
Drainage of Diked Areas
Section 3.4
Appendix J
112.8(c)(4)
Corrosion Protection
Section 3.2
112.8(c)(5)
Partially Buried and Bunkered Storage Tanks
112.8(c)(6)
Inspections
Facility Inspection Checklists
112.8(c)(8)
Overfill Prevention System
112.8(c)(10)
Visible Discharges
112.8(c)(11)
Mobile and Portable Containers
112.8(d)
Transfer Operations, Pumping and In-Plant Processes
Section 2.4
112.20(e)
Certification of Substantial Harm Determination
Appendix B
Appendix C
Section 2
Figures 2 through 6
Section 3
Appendix D through J
Section 3.3
Appendix D
Section 1.4
Section 2
Section 2.3.6
Section 3.1
Appendix F through J
Section 2.3
Appendix F through I
Section 2.5.2
* Only selected excerpts of relevant rule text are provided. For a complete list of SPCC requirements, refer to the
full text of 40 CFR part 112.
APPENDIX D
Loading and Unloading Procedures
UCSD Loading and Unloading Procedures*
*Loading and unloading procedures excerpted from 49 CFR Part 177, Subpart B. General requirements applicable to UCSD
activities are presented; Class 3 material requirements are presented because diesel, gasoline, and hydraulic oil fit this
classification and are the materials that UCSD loads/unloads.
177.834 GENERAL REQUIREMENTS
(c) No smoking while loading or unloading. Smoking on or about any motor vehicle while loading or
unloading any Class 1 (explosive), Class 3 (flammable liquid), Class 4 (flammable solid), Class 5
(oxidizing), or Division 2.1 (flammable gas) materials is forbidden.
(d) Keep fire away, loading and unloading. Extreme care shall be taken in the loading or unloading of
Class 3 (flammable liquid) materials into or from any motor vehicle to keep fire away and to prevent
persons in the vicinity from smoking, lighting matches, or carrying any flame or lighted cigar, pipe, or
cigarette.
(e) Handbrake set while loading and unloading. No hazardous material shall be loaded into or on, or
unloaded from, any motor vehicle unless the handbrake be securely set and all other reasonable
precautions be taken to prevent motion of the motor vehicle during such loading or unloading process.
(h) Precautions concerning containers in transit; fueling road units. Reasonable care should be taken to
prevent undue rise in temperature of containers and their contents during transit. There must be no
tampering with such container or the contents thereof nor any discharge of the contents of any container
between point of origin and point of billed destination. Discharge of contents of any container, other
than a cargo tank or IM portable tank, must not be made prior to removal from the motor vehicle.
Nothing contained in this paragraph shall be so construed as to prohibit the fueling of machinery or
vehicles used in road construction or maintenance.
(i) Attendance requirements —(1) Loading. A cargo tank must be attended by a qualified person at all
times when it is being loaded. The person who is responsible for loading the cargo tank is also
responsible for ensuring that it is so attended.
(2) Unloading. A motor carrier who transports hazardous materials by a cargo tank must ensure that the
cargo tank is attended by a qualified person at all times during unloading. However, the carrier's
obligation to ensure attendance during unloading ceases when:
(i) The carrier's obligation for transporting the materials is fulfilled;
(ii) The cargo tank has been placed upon the consignee's premises; and
(iii) The motive power has been removed from the cargo tank and removed from the premises.
(3) Except for unloading operations subject to §§ 177.837(d), 177.840(p), and 177.840(q), a qualified
person “attends” the loading or unloading of a cargo tank if, throughout the process, he is alert and is
within 7.62 m (25 feet) of the cargo tank. The qualified person attending the unloading of a cargo tank
must have an unobstructed view of the cargo tank and delivery hose to the maximum extent practicable
during the unloading operation.
(4) A person is “qualified” if he has been made aware of the nature of the hazardous material which is
to be loaded or unloaded, he has been instructed on the procedures to be followed in emergencies, he is
authorized to move the cargo tank, and he has the means to do so.
(j) Except for a cargo tank conforming to § 173.29(b)(2) of this subchapter, a person may not drive a
cargo tank motor vehicle containing a hazardous material regardless of quantity unless:
(1) All manhole closures are closed and secured; and
(2) All valves and other closures in liquid discharge systems are closed and free of leaks, except
external emergency self-closing valves on MC 338 cargo tanks containing the residue of cryogenic
liquids may remain either open or closed during transit.
177.837 CLASS 3 MATERIALS.
(a) Engine stopped. Unless the engine of a cargo tank motor vehicle is to be used for the operation of a
pump, Class 3 material may not be loaded into, or on, or unloaded from any cargo tank motor vehicle
while the engine is running. The diesel engine of a cargo tank motor vehicle may be left running during
the loading and unloading of a Class 3 material if the ambient atmospheric temperature is at or below
−12 °C (10 °F).
(b) Bonding and grounding containers other than cargo tanks prior to and during transfer of lading.
For containers which are not in metallic contact with each other, either metallic bonds or ground
conductors shall be provided for the neutralization of possible static charges prior to and during
transfers of Class 3 (flammable liquid) materials between such containers. Such bonding shall be made
by first connecting an electric conductor to the container to be filled and subsequently connecting the
conductor to the container from which the liquid is to come, and not in any other order. To provide
against ignition of vapors by discharge of static electricity, the latter connection shall be made at a point
well removed from the opening from which the Class 3 (flammable liquid) material is to be discharged.
(c) Bonding and grounding cargo tanks before and during transfer of lading. (1) When a cargo tank is
loaded through an open filling hole, one end of a bond wire shall be connected to the stationary system
piping or integrally connected steel framing, and the other end to the shell of the cargo tank to provide
a continuous electrical connection. (If bonding is to the framing, it is essential that piping and framing
be electrically interconnected.) This connection must be made before any filling hole is opened, and
must remain in place until after the last filling hole has been closed. Additional bond wires are not
needed around All-Metal flexible or swivel joints, but are required for nonmetallic flexible connections
in the stationary system piping. When a cargo tank is unloaded by a suction-piping system through an
open filling hole of the cargo tank, electrical continuity shall be maintained from cargo tank to
receiving tank.
(2) When a cargo tank is loaded or unloaded through a vapor-tight (not open hole) top or bottom
connection, so that there is no release of vapor at a point where a spark could occur, bonding or
grounding is not required. Contact of the closed connection must be made before flow starts and must
not be broken until after the flow is completed.
(3) Bonding or grounding is not required when a cargo tank is unloaded through a nonvapor-tight
connection into a stationary tank provided the metallic filling connection is maintained in contact with
the filling hole.
(d) Unloading combustible liquids. For a cargo tank unloading a material meeting the definition for
combustible liquid in § 173.150(f) of this subchapter, the qualified person attending the unloading
operation must remain within 45.72 meters (150 feet) of the cargo tank and 7.62 meters (25 feet) of the
delivery hose and must observe both the cargo tank and the receiving container at least once every five
minutes during unloading operations that take more than five minutes to complete.
APPENDIX E
Transformer Design Example
Secondary
Containment
for Distribution
Oil Filled Equipment
U.S. Patent 5595457 and Other Patents
Pending
Oncor recognized a need for
a Standard for Secondary
Containment due to:
ƒ
Clean Water Act
ƒ
Federal Regulation 40 CFR 112
http://www.epa.gov/lawsregs/search/40cfr.html
ƒ
Oncor Standards states:
ƒ
ƒ
When contamination of navigable water is
possible from large oil filled equipment (greater
than 1320 gallons per location) a containment
system shall be installed. Contact Distribution
Standards for details.
Customer Requests
ƒ
Engineering environment – Going Green
ƒ
Site evaluations are recommending ‘Green’ innovations
such as:
ƒ
ƒ
ƒ
ƒ
Environmentally friendly paints, flooring, lighting, etc.
Drought tolerant landscaping – reducing water usage
Turbidity
Retention
ƒ
Reduce Liabilities
The objective:
• Design a Distribution
Secondary Containment
that would :
– Fit existing standard pad designs
taking in account the largest
transformer that would be placed
on the pad and contain the total
capacity of oil the equipment
would hold.
The animation above illustrates the way in which our patented underflow systems
achieve the most efficient capture of hydrocarbons and many other floating
contaminants found flowing within storm sewers throughout the country and in our
own neighborhoods.
Traditionally, there have been three methods of separating oil from water: costly
chemicals, applied heat, and residence or retention time (allowing enough area of
space for the oil to naturally separate from the water over time). SCM-FLOW®
uses the retention time process by simply stacking the oil and water emulsion,
facilitating natural separation.
With SCM-FLOW®, the oil becomes trapped behind the product, allowing the
fresh water to pass through and move downstream. Our product is specifically
designed for floatable contaminants, physically trapping 100% of the oil or
floatable contaminants that come in contact with it.
Once the oil has been separated or stacked behind the SCM-FLOW®, acceptable
industry practices can be utilized to remove the oil from the water, such as
absorbent pads, cellules loose absorbents, skimming, or oil mops. SCM-FLOW® is
not designed for and will not effect water soluble contaminants.
This design is easily included in new construction plans or retrofitted into an
existing situation. Once the design criteria has been determined, we then
prefabricate the management system to be installed. This plays a great deal in how
our cost cutting measures work for you.
SCM-FLOW ® has also been recognized and accepted as an Innovative
Technology with the TCEQ.
Over 950
units have
been installed throughout the Oncor
Distribution and Transmission System.
Secondary Containment should be
considered around:
• Large bodies of water, rivers, creeks, etc.
• High auto or pedestrian areas
• Highly Sensitive areas
–
–
–
–
Schools
Daycares
Hospitals
Cemeteries
Notable Oncor success stories are:
– Round Rock
– Decordova Sub
Containment for Distribution
and Small Substation
Transformers.
• Metal Vault Units
– Installed next to an existing
transformer pad or pad poured in
place.
– Designed to contain capacity of
oil of the equipment by using
galvanized railing on the
concrete pad to direct oil and
water into containment.
Metal Vault Unit
Bolt Up Installation of Metal Vault Unit
Site location prior to installation.
Excavation next to existing pad site.
U.S. Patent 5595457 and Other Patents
Pending
Metal Vault Unit
Setting grade with sacrete.
Containment placed in excavated area
and will be anchored to the existing pad.
U.S. Patent 5595457 and Other Patents
Pending
Metal Vault Unit
Anchoring and Impacting containment to the existing
pad with a rubber gasket seal between the two.
U.S. Patent 5595457 and Other Patents
Pending
Metal Vault Unit
Grounding of Containment
U.S. Patent 5595457 and Other Patents
Pending
Metal Vault Unit
Installing the SCM-FLOW® unit within
the Containment.
Containment with installed galvanized metal
grating, protective sealant between containment
and pad and backfilling excavated area.
U.S. Patent 5595457 and Other Patents
Pending
Metal Vault Unit
Installation of galvanized metal railing around
transformer pad diverting to the SCM-FLOW®
Containment.
U.S. Patent 5595457 and Other Patents
Pending
Metal Vault Unit
Complete installation of SCM-FLOW ® Metal Vault Unit.
U.S. Patent 5595457 and Other Patents
Pending
Metal Vault Unit
Complete installation of SCM-FLOW ® Metal Vault Unit.
U.S. Patent 5595457 and Other Patents
Pending
Metal Vault Unit
Pour additional pad to Containment
Excavation for pad extension with smooth
dowels in existing pad.
Excavation for containment with sacrete sub grade.
U.S. Patent 5595457 and Other Patents
Pending
Metal Vault Unit
Set containment with Coal Tar Epoxy
coating in excavated area.
U.S. Patent 5595457 and Other Patents
Pending
Metal Vault Unit
Set form and tie steel for pad extension to the containment.
U.S. Patent 5595457 and Other Patents
Pending
Metal Vault Unit
Pouring additional
concrete to existing pad,
extending pad to the
Containment.
U.S. Patent 5595457 and Other Patents
Pending
Metal Vault Unit
Finish concrete. Forms will
be removed from around
poured area when concrete
is set.
U.S. Patent 5595457 and Other Patents
Pending
Metal Vault Unit
Complete installation.
U.S. Patent 5595457 and Other Patents
Pending
Containment for Distribution
and Small Substation
transformers.
Moat Units
– Utilized on existing or new
installations of transformers.
– Installed surrounding the entire
transformer and pad.
– Lowers cost of concrete pad
installation.
Moat Unit
Discharge
SCM-FLOW
Unit
SCM-FLOW
Unit
U.S. Patent 5595457 and Other Patents
Pending
Moat Unit
Initial installation of Containment along with rebar.
U.S. Patent 5595457 and Other Patents
Pending
Moat Unit
Front view of window with rebar and piers.
Containment is ready for concrete pad to be
poured within the galvanized metal
containment.
U.S. Patent 5595457 and Other Patents
Pending
Moat Unit
Pouring the concrete pad within the
containment.
Tapping the hook anchors.
U.S. Patent 5595457 and Other Patents
Pending
Moat Unit
Floating and finishing the concrete pad.
Finished troweling the concrete pad.
U.S. Patent 5595457 and Other Patents
Pending
Moat Unit
SCM-FLOW® Containment complete. Pad window is ready
for grout and the transformer to be set.
U.S. Patent 5595457 and Other Patents
Pending
Moat Unit
SCM-FLOW® Containment complete. Ready for final grade.
U.S. Patent 5595457 and Other Patents
Pending
as a Solution
for Distribution Secondary
Containment Needs
• Meets Federal Regulations for
Secondary Containments in
40 CFR 112.
• Customer requests
• O & M savings incurred by
containing oil spills, reducing
clean up cost by thousands of
dollars.
Tax Relief for Pollution
Control Property through the
TCEQ.
•
• Oncor has experienced 100% of the cost being
deferred in tax benefits.
TEXAS COMMISSION
ON ENVIRONMENTAL
QUALITY
APPLICATION FOR
USE DETERMINATION
FOR POLLUTION
CONTROL PROPERTY
TCEQ-00611
• Potential rate base recovery.
Texas Eco Services, Inc.
5232 Saunders
Fort Worth, Texas 76119
(817) 483-6167 - Office
(817) 567-2931 - Fax
www.scmflow.com
Mark Stucks
(214) 957-9093 - Mobile
Mark@txeco.com
John Mark Wilson
(214) 957-9092 - Mobile
John@txeco.com
Randy Freelen
(214) 957-9095 - Mobile
Randy@txeco.com
Engineered To Solve Real Problems
Seals On Contact With Hydrocarbons Or Vegetable Oils
Outstanding Scientific Performance
Proven Real World Success
Affordable Engineered Secondary Oil Containment Solutions
Flexible Design. Protection 24/7. Easy to Install
Effective Risk Management Tool. SPCC Compliant
No Maintenance Required. Minimal Site Disturbance
Exceeds Standards Suggested by IEEE and FM Global
No Monitoring Required
Designed to support a typical load capacity of 28 tonnes per axle.
1-866-269-8275
www.sorbwebplus.com
SorbWeb™Plus is an engineered multi-layer passive containment System using various geosynthetics to contain all hydrocarbons or vegetable based oils that may be spilled.
At the heart of system is a geosynthetic, known as a “smart Fabric”. This “Smart Fabric” consists of two designed geotextiles interlocked with co-polymer to form a continuous mat.
When the system is not subjected to hydrocarbons or vegetable based oils it allows water to
move freely through its “Smart Barrier” and pass through without accumulating. However,
when hydrocarbons or vegetable oils come in contact with the “Smart Fabric” the copolymer will congeal and seal almost instantly, preventing any hydrocarbons or vegetable
oils from escaping the containment area.
SorbWeb™Plus has a multitude of applications and can be adapted to any oil filled equipment. Once installed, the system is designed to:







Contain 110% of the oil volume in the equipment.
Plus handle a rainfall event of the past 25 year average.
Plus hold any water deluge system that may be present.
Exceed the life expectancy of the equipment.
Provide 24/7 spill and leak protection and fire suppression.
Significantly reduce liability associated with oil spills.
Support a typical load capacity of up to 28 tonnes per axle due to its multi-layer engineered design.
Can be designed to customer specifications
1-866-269-8275
www.sorbwebplus.com
You’re In Good Hands With Us!
SorbWeb™Plus can be designed to contain:
Esters, Including:
 Mineral Oil
 Diesel
Natural Esters, Including:
 Jet Fuel
 Kerosene
 FR3
 BIOTEMP

Containments are designed and engineered
to be site specific.

They take into account things like drainage,
soil conditions, rain events, volume of oil in
the equipment and more.

Depending on soil type, SorbWeb™Plus can
be engineered to allow water to infiltrate
the soils naturally or to include a drainage
system designed to direct water away.

Containments can be designed to surround
multiple pieces if equipment within one
containment area.
We offer a wide range of options such as;
 Turn Key Solutions
 Supply And Support Solutions
 Supply Only Solutions
 Ambiant
 And other vegetable oils
WHAT SETS US APART
State of the art SorbWeb™Plus quality membranes and materials.
Custom engineering and design drawings.
Optional on-site guidance by qualified and experienced technicians.
Final report including as built drawings.
Remediation recommendation and emergency preparedness guide.
No electric wiring or mechanical parts required.
Easy to install, modify, expand and repair.
No interruption of power required to install.
Will NOT allow silt build up.
Typical load capacity design of 28 tonnes per axle.
Multi-layer design means driveability and longevity.
1-866-269-8275
www.sorbwebplus.com
Location, Location, Location
Soil Remediation Costs can be astronomical, not to mention the damage that an oil spill
can bring to a company’s image and reputation.
Growth and expansion can be significantly impacted for an organization whose had a
devastating oil spill, as governments get stricter and demand more environmental responsibility and accountability.
For example:
Remediation costs to clean up a spill from a small 5,000 gallon transformer:
Around $536,700.00*.
Based on oils NOT entering waterways,
in which case remediation costs could be in the MILLIONS
A SorbWeb™Plus Secondary Oil Containment System
for this 5,000 gallon transformer — Installed —
Approximately $22,500.00
Peace of Mind, Image and Reputation — Priceless!
*base on the article “ Calculation of stress-dependant life cycle costs of a substation-demonstrated for controlled
energization of unload transformers: by Politano, D; Frolich, K : IEEE Transactions 2006.
1-866-269-8275
www.sorbwebplus.com
Performance
Response
Underand
FireReliability
Conditions
 The SorbWeb™Plus System has undergone extensive laboratory testing.
 Offers load-bearing capability for outriggers. Typical load capacity design is 28,000 Kg / 61,600
pounds per axle.
 Geosynthetics half life is greater than 200 years under an oxygen starved and humid environ-
ment.
 Composed of a highly durable copolymer blend to enable fast reaction with hydrocarbons or
vegetable oils.
 Unique flexible design to retrofit existing equipment arrangements.
 Can be Installed in Brownfields and at Greenfield sites.
 SorbWeb™plus System can be designed with a poured concrete berm or an engineered exca-
vated berm to form the outer perimeters of the containment.
ELIMINATE RISK
ENVIRONMENTALLY FRIENDLY SOLUTION
1-866-269-8275
www.sorbwebplus.com
Performance Under Severe Weather
The Potential problems inherent to the conventional secondary systems are not present
in the SorbWeb™Plus System. Conventional secondary containment systems for oil filled
transformers, such as concrete pits, can be negatively affected in winter weather due to
accumulation of snow , ice and /or freezing of standing water in containment sumps and
oil - water separators. The effects can
result in:

The containment volume originally
designed to contain the spilled oil ,
is occupied by standing snow, ice or
water.

Frozen pipes prevent flow through
the system and cause flooding in
the containment area, increasing
the risk of spill into the surrounding
area.

Frozen pumps and other mechanical devices in the oil - water separator system fail to operate properly causing
the sump to overflow and discharge oil into the environment.
The SorbWeb™Plus secondary containment system is an engineered “smart” solution
that allows water from rainfall and/or melted snow to drain through the composite, retaining any oil that might leak or spill from the equipment.
As the SorbWeb™Plus secondary containment system is free draining, there is no
ice formation in the interstices of the
stones and therefore the void traction of
the fire quenching stone layer remains
empty.
SorbWeb™Plus has been installed in
extreme weather conditions from 400C to
– 500C / 1040F to – 580F .
A mathematical model and procedure can be provided on individual situations using
SorbWeb™Plus for secondary oil containment on transformers.
1-866-269-8275
www.sorbwebplus.com
SorbWebTMPlus
SOC (Secondary Oil Containment)
Unique passive oil spill containment technology.
Site Specification Data Sheet
Date:
Contact Information
Company Name:
Contact Name:
Phone Number:
Address:
Prov/State:
Postal/Zip:
E-mail address:
Project Information
Project Name:
Existing or Proposed
Project Location:
Nearest City:
SorbWeb Required Information
Number of transformers:
Volume of insulating oil in each:
Distance between pads:
gals/liters
Types of insulating oil:
Deluge fire protection system:
(none or if yes - flow rate, discharge time)
Containment volume requested:
(eg. 100%, 110%)
Transformer pad dimensions:
Grounding grid depth:
(L x W x D)
Maximum depth possible:
Soil type at these depths:
Preferred liner support structure:
(eg. buried earthen perimeter, concrete wall)
Other Intrusions in the area:
Has customer supplied drawings /format:
(eg. cable trays, pillars)
(eg. autocad, pdf)
Quote to be prepared in imperial or metric:
Type of quote: Choose one only
Design and Materials plus installation manuals: _______________
Design and Materials plus on-site guidance: _____________
Full Turn Key Proposal, including construction and all civil materials: ______________
Any other additional information:
1-866-269-8275
www.sorbwebplus.com
Like us at Facebook.com/SorbWebPlus
Follow us on Twitter @SorbWebPlus
Check us out on YouTube/SorbWebPlus
Phone: 1-866-269-8275
www.sorbwebplus.com
85 Morrow Road
Barrie, Ontario
L4N 3V7
APPENDIX F
Spill Report Form
SPILL INCIDENT REPORT
University of California, San Diego
9500 Gilman Drive #0089
La Jolla, California 92093-0089
Date of spill incident:
Time of spill incident:
Location of spill incident:
Estimated quantity spilled:
Material spilled:
Which tank/equipment was the
source?
Ultimate discharge location (sewer,
surface soil, sump, etc.):
Cause of the spill incident:
Describe cleanup actions:
Describe corrective actions taken to
prevent future spill incident:
Property damage?
Injuries?
Was evacuation required?
Which agencies were notified?
Who responded to the spill incident?
Your name:
Your title:
Your phone number:
APPENDIX G
SPCC Compliance Schedule
APPENDIX G
SPCC COMPLIANCE SCHEDULE
UNIVERSITY OF CALIFORNIA SAN DIEGO
LA JOLLA, CALIFORNIA
Page 1 of 1
SPCC Compliance Issues - May 2013
SPCC Citation
112.8[c][11]
Compliance Area
Area(s) of Non-Compliance
Corrective Action
Scheduled Completion Date
Bulk storage containers
Mobile refuelers:
(2) 500-gallon diesel mobile refuelers located at the
Campus Services Complex
Provide adequate passive secondary
containment (i.e. dikes, berms, curbing,
barriers etc.) for equipment when "not in
use" to provide containment of the most
likely quantity of oil that would be
discharged.
August-13
HALEY & ALDRICH, INC.
Appendix G - Compliance Schedule.xlsx
Actual Completion Date
MAY 2013
APPENDIX H
Inspection Forms - Containers
STI SP001 AST Record OWNER INFORMATION
FACILITY INFORMATION
INSTALLER INFORMATION
Name
Name
Name
Number and Street
Number and Street
Number and Street
City, State, Zip Code
City, State, Zip Code
City, State, Zip Code
.
TANK ID
SPECIFICATION:
Design:
UL
SWRI
API
Other
Horizontal
Vertical
Rectangular
Unknown
Manufacturer:
Contents:
Construction Date:
Dimensions:
Capacity:
Last Change of Service Date:
Construction:
Containment:
Bare Steel
Cathodically Protected (Check one: A.
Galvanic or B.
Last Repair/Reconstruction Date:
Impressed Current) Date Installed: _______________
Coated Steel
Concrete
Plastic/Fiberglass
Double Bottom
Double Wall
Lined Date Installed: _______________
Earthen Dike
Steel Dike
Concrete
Synthetic Liner
CRDM:
Date Installed:
Type:
Release Prevention Barrier:
Date Installed:
Type:
Other
Other
TANK ID
SPECIFICATION:
Design:
UL
SWRI
API
Other
Horizontal
Vertical
Rectangular
Unknown
Manufacturer:
Contents:
Construction Date:
Dimensions:
Capacity:
Last Change of Service Date:
Construction:
Containment:
Last Repair/Reconstruction Date:
Bare Steel
Cathodically Protected (Check one: A.
Coated Steel
Concrete
Plastic/Fiberglass
Double Bottom
Double Wall
Lined Date Installed: _______________
Earthen Dike
Steel Dike
Concrete
Galvanic or B.
Synthetic Liner
CRDM:
Date Installed:
Type:
Release Prevention Barrier:
Date Installed:
Type:
Impressed Current) Date Installed: _______________
Other
Other
TANK ID
SPECIFICATION:
Design:
UL
SWRI
Horizontal
Vertical
Rectangular
API
Unknown
Other
Manufacturer:
Contents:
Construction Date:
Dimensions:
Capacity:
Last Change of Service Date:
Construction:
Containment:
Bare Steel
Cathodically Protected (Check one: A.
Galvanic or B.
Last Repair/Reconstruction Date:
Impressed Current) Date Installed: _______________
Coated Steel
Concrete
Plastic/Fiberglass
Double Bottom
Double Wall
Lined Date Installed: _______________
Earthen Dike
Steel Dike
Concrete
Synthetic Liner
CRDM:
Date Installed:
Type:
Release Prevention Barrier:
Date Installed:
Type:
Other
Other
TANK ID
SPECIFICATION:
Design:
UL
SWRI
Horizontal
Vertical
Rectangular
API
Unknown
Other
Manufacturer:
Contents:
Construction Date:
Dimensions:
Capacity:
Last Change of Service Date:
Construction:
Containment:
Last Repair/Reconstruction Date:
Bare Steel
Cathodically Protected (Check one: A.
Coated Steel
Concrete
Plastic/Fiberglass
Double Bottom
Double Wall
Lined Date Installed: _______________
Earthen Dike
Steel Dike
Concrete
Galvanic or B.
Synthetic Liner
CRDM:
Date Installed:
Type:
Release Prevention Barrier:
Date Installed:
Type:
Impressed Current) Date Installed: _______________
Other
Other
TANK ID
SPECIFICATION:
Design:
UL
SWRI
Horizontal
Vertical
Rectangular
API
Unknown
Other
Manufacturer:
Contents:
Construction Date:
Dimensions:
Capacity:
Last Change of Service Date:
Construction:
Containment:
Bare Steel
Cathodically Protected (Check one: A.
Coated Steel
Concrete
Plastic/Fiberglass
Double Bottom
Double Wall
Lined Date Installed: _______________
Earthen Dike
Steel Dike
Concrete
Galvanic or B.
Last Repair/Reconstruction Date:
Synthetic Liner
CRDM:
Date Installed:
Type:
Release Prevention Barrier:
Date Installed:
Type:
Impressed Current) Date Installed: _______________
Other
Other
STI SP001 Monthly Inspection Checklist
General Inspection Information:
Inspection Date:
Retain Until Date:
Prior Inspection Date:
(36 months from inspection date)
Inspector Name:
Tanks Inspected (ID #’s):
Inspection Guidance:







For equipment not included in this standard, follow the manufacturer recommended inspection/testing schedules and procedures.
The periodic AST Inspection is intended for monitoring the external AST condition and its containment structure. This visual inspection does not require a certified
inspector. It shall be performed by an owner’s inspector who is familiar with the site and can identify changes and developing problems.
Upon discovery of water in the primary tank, secondary containment area, interstice, or spill container, remove promptly or take other corrective action. Before
discharge to the environment, inspect the liquid for regulated products or other contaminants and disposed of it properly.
(*) designates an item in a non-conformance status. This indicates that action is required to address a problem.
Non-conforming items important to tank or containment integrity require evaluation by an engineer experienced in AST design, a certified inspector, or a tank
manufacturer who will determine the corrective action. Note the non-conformance and corresponding corrective action in the comment section.
Retain the completed checklists for 36 months.
In the event of severe weather (snow, ice, wind storms) or maintenance (such as painting) that could affect the operation of critical components
(normal and emergency vents, valves), an inspection of these components is required immediately following the event.
Item
1.0 Tank Containment
1.1 Water in primary tank,
secondary containment,
interstice, or spill
container?
1.2 Debris or fire hazard in
containment?
1.3 Drain valves operable
and in a closed
position?
1.4 Containment egress
pathways clear
and gates/doors
operable?
Status
�Yes*
�No
�Yes*
�No
�Yes
�No*
�Yes
�No*
Comments
2.0 Leak Detection
2.1 Visible signs of
�Yes*
leakage around the tank,
concrete pad,
containment, ringwall or
ground?
3.0 Tank Attachments and Appurtances
3.1 Ladder and platform
�Yes
structure secure with no
sign of severe corrosion
or damage?
3.2 Tank Liquid level gauge
�Yes
readable and in good
condition?
3.3 Check all tank openings
�Yes
are properly sealed
4.0 Other Conditions
4.1 Are there other conditions
that should be addressed
for continued safe
operation or that may
affect the site SPCC plan?
Additional Comments:
�Yes*
�No
�No*
�No*
�No*
�No
STI SP001 Annual Inspection Checklist
General Inspection Information:
Inspection Date:
Prior Inspection Date:
Retain Until Date:
(36 months from inspection date)
Inspector Name:
Tanks Inspected (ID #’s):
Inspection Guidance:












For equipment not included in this standard, follow the manufacturer recommended inspection/testing schedules and procedures.
The periodic AST Inspection is intended for monitoring the external AST condition and its containment structure. This visual inspection does not require a certified
inspector. It shall be performed by an owner’s inspector who is familiar with the site and can identify changes and developing problems.
Inspect the AST shell and associated piping, valves, and pumps including inspection of the coating for Paint Failure.
Inspect:
1. Earthen containment structures including examination for holes, washout, and cracking in addition to liner degradation and tank settling.
2. Concrete containment structures and tank foundations/supports including examination for holes, washout, settling, paint failure, in addition to examination for
corrosion and leakage.
3. Steel containment structures and tank foundations/supports including examination for washout, settling, cracking, and for paint failure, in addition to examination for corrosion and leakage.
Inspection of cathodic protection system, if applicable, includes the wire connections for galvanic systems and visual inspection of the operational components
(power switch, meters, and alarms) of impressed current systems.
Remove promptly upon discovery standing water or liquid in the primary tank, secondary containment area, interstice, or spill container. Before discharge to the
environment, inspect the liquid for regulated products or other contaminants and disposed of it properly.
In order to comply with EPA SPCC (Spill Prevention, Control and Countermeasure) rules, a facility must regularly test liquid level sensing devices to ensure proper
operation (40 CFR 112.8(c)(8)(v)).
(*) designates an item in a non-conformance status. This indicates that action is required to address a problem.
Non-conforming items important to tank or containment integrity require evaluation by an engineer experienced in AST design, a certified inspector, or a tank
manufacturer who will determine the corrective action. Note the non-conformance and corresponding corrective action in the comment section.
Retain the completed checklists for 36 months.
Complete this checklist on an annual basis supplemental to the owner monthly-performed inspection checklists.
Note: If a change has occurred to the tank system or containment that may affect the SPCC plan, the condition should be evaluated against the current
plan requirement by a Professional Engineer knowledgeable in SPCC development and implementation.
Item
1.0 Tank Containment
1.1 Containment structure in
satisfactory condition?
1.2 Drainage pipes/valves fit
for continued service
Status
�Yes
�No*
�Yes
� N/A
�No*
2.0 Tank Foundation and Supports
2.1 Evidence of tank
�Yes*
�No
settlement or
foundation washout?
2.2 Cracking or spalling of
�Yes*
�No
concrete pad or ring
wall?
2.3 Tank supports in
�Yes
�No*
satisfactory condition?
2.4 Water able to drain
�Yes
�No*
away from tank?
�Yes
�No*
2.5 Grounding strap
secured and in good
condition?
3.0 Cathodic Protection
3.1 CP system functional?
�Yes
�No*
�n/a
3.2 Rectifier Reading:
4.0 Tank External Coating
4.1 Evidence of paint
�Yes*
�No
failure?
5.0 Tank Shell/Heads
5.1 Noticeable shell/head
�Yes*
�No
distortions, buckling,
denting or bulging?
5.2 Evidence of shell/head
�Yes*
�No
corrosion or cracking?
6.0 Tank Manways, Piping and Equipment within Secondary Containment
�Yes
�No*
6.1 Flanged connection
bolts tight and fully
engaged with no
sign of wear or
corrosion?
7.0 Tank Roof
7.1 Standing water on
�Yes*
�No
7.2 Evidence of coating
roof?cracking, crazing,
peeling, blistering?
7.3 Holes in roof?
�Yes*
�No
�Yes*
�No
Comments
Item
Status
8.0 Venting
8.1 Vents free of
�Yes
�No*
obstructions?
8.2 Emergency vent
�Yes
�No*
operable? Lift as
required?
9.0 Insulated Tanks
9.1 Insulation missing?
�Yes*
�No
9.2 Are there noticable
�Yes*
�No
areas of moisture on the
insulation?
9.3 Mold on insulation?
�Yes*
�No
�Yes*
�No
9.4 Insulation exhibiting
damage?
�Yes
�No*
9.5 Is the insulation
sufficiently protected
from water intrusion?
10.0 Level and Overfill Prevention Instrumentation of Shop-Fabricated Tanks
�Yes
�No*
10.1 Has the tank liquid level
sensing device been
tested to ensure proper
operation?
�Yes
�No*
10.2 Does the tank liquid
level sensing device
operate as required?
10.3 Are overfill prevention
�Yes
�No*
devices in proper working
�N/A
condition?
11.0 Electrical Equipment
11.1 Are tank grounding lines
�Yes
�No*
in good condition?
�N/A
11.2 Is electrical wiring for
�Yes
�No*
control boxes/lights in
�N/A
good condition?
Additional Comments:
Comments
STI SP001 Portable Container Monthly Inspection Checklist
General Inspection Information:
Inspection Date:
Retain Until Date:
Prior Inspection Date:
(36 months from inspection date)
Inspector Name:
Containers Inspected (ID #’s):
Inspection Guidance:





For equipment not included in this standard, follow the manufacturer recommended inspection/testing schedules and procedures.
The periodic AST Inspection is intended for monitoring the external AST condition and its containment structure. This visual inspection does not require a certified
inspector. It shall be performed by an owner’s inspector who is familiar with the site and can identify changes and developing problems.
(*) designates an item in a non-conformance status. This indicates that action is required to address a problem.
Non-conforming items important to tank or containment integrity require evaluation by an engineer experienced in AST design, a certified inspector, or a tank
manufacturer who will determine the corrective action. Note the non-conformance and corresponding corrective action in the comment section.
Retain the completed checklists for 36 months.
Item
Area:
1.0 AST Containment/Storage Area
1.1 ASTs within designated
�Yes
storage area?
1.2 Debris, spills, or other fire
�Yes*
hazards in containment
or storage area?
1.3 Water in outdoor
secondary containment?
1.4 Drain valves operable
and in a closed
position?
1.5 Egress pathways clear
and gates/doors
operable?
Area:
Area:
Area:
�No*
�Yes
�No*
�Yes
�No*
�Yes
�No*
�No
�Yes*
�No
�Yes*
�No
�Yes*
�No
�Yes*
�No
�Yes*
�No
�Yes*
�No
�Yes*
�No
�Yes
�No*
�Yes*
�No
�Yes*
�No
�Yes*
�No
�Yes
�No*
�Yes*
�No
�Yes*
�No
�Yes*
�No
Item
2.0 Leak Detection
2.1 Visible signs of
leakage around the
container or
storage area?
3.0 Container
3.0 Noticeable container
distortions, buckling,
denting or bulging?
Comments:
Area:
Area:
Area:
Area:
�Yes*
�No
�Yes*
�No
�Yes*
�No
�Yes*
�No
�Yes*
�No
�Yes*
�No
�Yes*
�No
�Yes*
�No
HAZARDOUS WASTE TANK SYSTEM DAILY INSPECTION LOG
(AS REQUIRED BY 22 CCR 66265.195)
Month:
Year:
Tank System ID:
Business Name:
Business Address:
D
A
Y
Is 2ndary containment free
of waste and liquid?
YES
NO
Is the system free of corrosion
and evident damage?
YES
NO
Are pipes, valves and pumps free
of leaks and in good condition?
YES
NO
Do open tanks have at
least 2 ft. of free board?
YES
NO
Is leak detection program/
equipment working?
YES
Inspected
by
Comments
NO
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
DEH:HM-9321 (10/03)
County of San Diego, Department of Environmental Health-Hazardous Materials Division
Instructions: This form may be used to conduct the required self-inspection of a hazardous waste tank system. The inspection by the
tank system operator or owner is required on a daily basis pursuant to the California Code of Regulations (CCR), Title 22, section
66265.195. Generators of hazardous waste that are large quantity generators or onsite waste treatment operations using a tank system to
manage waste are required to conduct these inspections. The tank system inspection records are required to be onsite, available for
inspector review, and kept for at least 3 years. If the tank system or a component of the tank system (i.e. piping, pumps, valves,
secondary containment, sump, etc.) is in poor condition or unfit for service, the tank system operator must take proactive steps to
investigate, repair, and/or replace the equipment, parts, or components as required in section 66265.196 of Title 22 CCR.
Title 22 CCR, §66265.195 Tank System Inspections
(a) The owner or operator shall inspect, where present, at least once each operating day:
(1) overfill/spill control equipment (e.g., waste-feed cutoff systems, bypass systems, and drainage systems) to ensure that it is in good
working order;
(2) the aboveground portions of the tank system, if any, to detect corrosion or releases of waste;
(3) data gathered from monitoring equipment and leak-detection equipment, (e.g., pressure and temperature gauges, monitoring wells) to
ensure that the tank system is being operated according to its design;
(4) the construction materials and the area immediately surrounding the externally accessible portion of the tank system including secondary
containment structures (e.g., dikes) to detect erosion or signs of releases of hazardous waste (e.g., wet spots, dead vegetation); and
(5) for uncovered tanks, the level of waste in the tank, to ensure compliance with section 66265.194(b)(3).
(b) The owner or operator shall inspect cathodic protection systems, if present, according to, at a minimum, the following schedule to ensure that they
are functioning properly:
(1) the proper operation of the cathodic protection system shall be confirmed within six months after initial installation, and annually
thereafter; and
(2) all sources of impressed current shall be inspected and/or tested, as appropriate, at least bimonthly (i.e., every other month).
(c) The owner or operator shall document in the operating record of the facility an inspection of those items in subsections (a) and (b) of this
section.
DEH:HM-9321 (10/03)
County of San Diego, Department of Environmental Health-Hazardous Materials Division
APPENDIX I
Inspection Forms - Generators
EMERGECY GENERATOR INSPECTION CHECKLIST
Inspected By: __________________________ Emergency Generator ID:_________
ITEM
Evidence of leak or
threat of leak?
YES
Engine Lubrication System
Visually inspect radiator/heat exchanger
condition; visually inspect for leaks; check
antifreeze level and freeze protection?
Engine Fuel System
Visually inspect for leaks; inspect all visible
connections and flexible hoses; adjust
carburetor as needed; inspect for water in
fuel day tank and main fuel tank.
Engine Exhaust System
Visually inspect for leaks or corrosion;
visually inspect muffler condition.
Generator Controls
Inspect all instruments for proper operation;
inspect timers and relays for proper
operation; inspect all connections for
tightness; verify proper operation of safety
circuits, shutdowns and alarm systems.
1
NO
COMMENTS
Date: ______________
APPENDIX J
Inspection Forms - Transformers
TRANSFORMER INSPECTION CHECKLIST
Inspected By: ____________________________________
Notes:
Date: ___________________
De-energize the transformer prior to performing any maintenance.
This inspection list compiled from manufacturer’s (Square D) guidance.
ITEM
YES
Evidence of leaking of transformer tank, radiators,
and bushings?
Evidence of compromised enclosure integrity
(hinges, locking provisions, corrosion, etc.)?
Evidence of transformer tilt?
Evidence of small pin-hole leaks?
Are the tank and coils in good condition?
(No evidence of drip marks, discoloration, released
material, corrosion, cracks, etc.)
Spill containment basins are free of standing fluid?
No evidence of cracks, discoloration, debris, etc.
Upon arrival, was cabinet completely closed?
Spilled fluids, metal shavings, and used absorbent on
outdoor surfaces are cleaned up daily to prevent
contamination of storm water?
1
NO
COMMENTS
APPENDIX K
Inspection Forms - Elevators
APPENDIX L
Drainage Log
SECONDARY CONTAINMENT DRAINAGE LOG
Date
Location
of Berm or
Holding Tank
Oily sheen
visible on
water?
(Y/N)
If oil was observed in
the water, how was it
removed?
Drain
Valve
Closed?
Drained
By
APPENDIX M
Spill Response Contact List
UC San Diego Spill Response Contact List
UC SAN DIEGO SPCC-COORDINATORS
Division
RMP
Housing, Dining & Hospitality
Student Affairs
UC Health Systems
Contact
Rich Cota
Melisa Plaskonos
Tom Colley
Karl Burns
SPILL RESPONSE CONTRACTORS
1. NRC Environmental Services (800) 337-7455;
2. Asbury Environmental Services (800) 347-2574; and
3. Clean Harbors Environmental Services (800) 347-2574.
Emergency Phone Number
858.534.2930
858.534.2600
858.534.4954
858.657.6400