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CSUS Spill Prevention, Control, and Countermeasure (SPCC) Plan Page 1 of 62 S:\ehs\All EHS Written Programs\SPCC\CSUS SPCC\SPCC Plan\040827 SPCC 2004.doc Spill Prevention, Control, and Countermeasure (SPCC) Plan Facility: California State University, Sacramento Physical Location: 6000 J Street Sacramento, California 95819 Facility Contact and Phone Number: Mike Christensen, MS, CIH PH: 916-278-5252 MANAGEMENT ENDORSEMENT: In accordance with 40 CFR Part 112.7, this SPCC plan is fully approved by the management of California State University, Sacramento, which commits the manpower, equipment, and materials necessary to fully implement this plan. Signature: Date: Name: Title: CERTIFICATION: I hereby certify that I am familiar with the requirements of 40 CFR Part 112 and that I approve the attached SPCC Plan after visiting the site, inspecting the facilities, and collecting information provided by the Owner's representatives. It is my belief that the material contained herein is true and accurate, that it has been prepared in accordance with good engineering practices, and that it meets the US EPA criteria for such plans as set forth in 40 CFR Part 112.7. Registered Professional Engineer Certification Print Name: Linda Hafar, P.E. Signature: Date: Engineer's Seal:

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Spill Prevention, Control, and Countermeasure (SPCC) Plan

Facility:

California State University, Sacramento

Physical Location:

6000 J Street Sacramento, California 95819

Facility Contact and Phone Number:

Mike Christensen, MS, CIH PH: 916-278-5252

MANAGEMENT ENDORSEMENT: In accordance with 40 CFR Part 112.7, this SPCC plan is fully approved by the management of California State University, Sacramento, which commits the manpower, equipment, and materials necessary to fully implement this plan. Signature: Date: Name: Title: CERTIFICATION: I hereby certify that I am familiar with the requirements of 40 CFR Part 112 and that I approve the attached SPCC Plan after visiting the site, inspecting the facilities, and collecting information provided by the Owner's representatives. It is my belief that the material contained herein is true and accurate, that it has been prepared in accordance with good engineering practices, and that it meets the US EPA criteria for such plans as set forth in 40 CFR Part 112.7.

Registered Professional Engineer Certification

Print Name: Linda Hafar, P.E. Signature: Date: Engineer's Seal:

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I. Introduction This Spill Prevention Control and Countermeasures (SPCC) Plan has been prepared to meet the requirements of the United States Environmental Protection Agency (US EPA) which has published guidelines in the Federal Register Volume 28, No. 237, dated 11 December 1973, amended and codified under 40 CFR Part 112 Oil Pollution Prevention. In general, these regulations apply to facilities that could possibly discharge oil into navigable waters. Additionally, petroleum storage facilities in the State of California are subject to the statutes of California Health & Safety (H&S) Code Section 25270. In accordance with the requirements of the Federal regulations, this plan must meet State regulations requirements. Throughout this document, Petroleum/Oils/Lubricants (POLs) will refer to the low viscosity liquids subject to Federal and/or State of California regulations. As defined in 40 CFR Part 112, "Oil" means oil of any kind or in any form, including, but not limited to petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged spoil. The term "Navigable Waters" means all navigable waters of the United States, as defined in Section 502(7) of the Federal Water Pollution Control Act (FWPCA), and includes all navigable waters of the United States, as defined in judicial decisions prior to passage of the 1972 amendments to the FWPCA, and tributaries of such waters; interstate waters, intrastate lakes, rivers, and streams which are utilized by interstate travelers for recreational or other purposes; and intrastate lakes, rivers, and streams from which fish or shellfish are taken and sold in interstate commerce. As required under California H&S Code § 25270, whenever a facility discharges more than 42 gallons of oil, facility management must file a report with the California Governor's Office of Emergency Services (OES). As required under 40 CFR Part 112.4, whenever a facility discharges more than 1,000 gallons of oil or discharges oil in harmful quantities as defined in 40 CFR Part 110 in two spill events within any twelve month period, into or upon the navigable waters of the United States or adjoining shorelines in a single spill event, the operator shall submit a report to the US EPA Regional Administrator. After review of the SPCC Plan and the submitted report, the US EPA Regional Administrator may require the owner/operator of the facility to amend the SPCC Plan. A copy of this SPCC Plan shall be maintained at the Emergency Coordinator's office at the facility and submitted to any designated outside agencies with emergency response roles. Upon request, the facility shall make the plan available to the US EPA Regional Administrator for on-site review during normal business hours. Management approval of this SPCC Plan and certification by a Registered Professional Engineer will be exhibited by endorsement signatures on the cover page.

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II. Definitions Aboveground Storage Tank (AST): A tank that is wholly aboveground or with any portion of

the tank visible at the surface. Partially buried, bunkered, or mounded tanks are all considered to be aboveground tanks as are tanks in subterranean vaults.

Barrel: Forty-two United States gallons at sixty degrees Fahrenheit. Berm: Dirt, concrete, or other constructed embankment that is commonly employed for

secondary containment of drainage diversion purposes at oil storage or related operations. Boom: A temporary floating barrier used to contain an oil spill. Bulk Storage Tank: Any container used to store oil. Containment of Diversionary Structure: Structure or equipment that prevents oil discharges

from reaching navigable water. Containment of diversionary structures include dikes, berms, retaining walls, curbing, culverting, weirs, booms, spill diversion ponds, retention ponds, sorbent materials, and sumps.

Dike: An embankment or wall that contains drainage water or spilled oil inside the walled area. Discharge: Any spilling, leaking, pumping, pouring, emitting, emptying , or dumping. Level Gauges and Alarms: any engineering control that indicates the level of liquid inside the

tank and that is installed on tanks to prevent overfilling of the tank. Navigable Waters: Any waterway or tributary of a waterway within the United States that will

ultimately end up in public waters such as a river, stream, lake, reservoir, bay, gulf, sea or ocean, either within or adjacent to the United States.

Oil: Oil of any kind or in any form including, but not limited to, petroleum and petroleum-refined

products, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged spoil. Secondary Containment: Localized containment structure surrounding a potential source of oil

discharge. Sheen: An iridescent appearance on the surface of water. Sludge: An aggregate of oil or oil plus other matter of any kind in any form other than dredged

spoil having a combined specific gravity equivalent or greater to water. Sorbent: An aggregate of oil or oil plus other matter of any kind in any form other than dredged

spoil having a combined specific gravity equivalent or greater to water. Specific Gravity: The ratio of the density of a substance to the density of water.

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III. SPCC Plan Review - 40 CFR 112.5 The SPCC Plan will be reviewed and immediately amended, if necessary, whenever: applicable regulations are revised; the plan fails in an emergency; the facility changes in its design, construction, operation, maintenance, or other circumstances in a way that materially increases the potential for fires, explosions, or releases of oil, or changes the response necessary in an emergency; the list of emergency coordinators changes; or the list of emergency equipment changes. At a minimum, the owner is required to upgrade this plan every three years. No substantive amendment of this plan shall be effective unless certified by a Registered Professional Engineer. All amendments to this SPCC Plan will be specified, or referred to, on the SPCC Plan Amendments form, provided below.

Table 1: SPCC Plan Amendments

Date Reason for Review/Revision Emergency

Coordinator’s Name and Initials

Professional Engineer’s Name and

initials

August 2004 Update Plan. Added transformers and generators Mike Christensen, CIH Linda Hafar, PE

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IV. Facility Information Facility Name: California State University. Sacramento Main Campus Manned or Unmanned Facility: Manned Telephone Number (if Manned Facility): 916-278-6242 (F.M. Customer Service) or 278-6900 (Public Safety) Physical Address and Directions: The subject Facility is the Main Campus of California State University, Sacramento (CSUS). The CSUS Main Campus facility is located in Sacramento County, California, approximately 5 miles east-southeast of the State Capitol. The CSUS Main Campus facility property abuts the flood control levee on the south, or left bank, of the American River. The shoreline of the American River is located approximately 200 feet to the northeast, under normal base flow conditions. The CSUS Main Campus facility is shown relative to the surrounding vicinity in Figure 1, Site Location Map, provided following the conclusion of the SPCC Plan text. Latitude & Longitude: N 38º 34' 42", W 121º 25' 17" Street Address: 6000 J Street. Sacramento. California 95819 Owner/Operator Name: California State University, Sacramento Key Contact Name & Title: Mr. Mike Christensen, Director of EH&S Key Contact's Telephone Number: (916) 278-5252 Facility Description: The CSUS Main Campus facility is the region's premier learning community for higher education. It is the 11th oldest campus of the 23-campus CSU system. It covers approximately 300 acres, instructs roughly 29,000 enrolled students and employs approximately 3,200 faculty and staff. CSUS Facilities Management utilizes various POLs at numerous above ground storage locations for normal and emergency campus operations. Campus operations utilizing POLs include the following facilities management divisions:

• Grounds and Landscaping • Fleet Maintenance • Engineering Services • Paint Shop • Electrical (including several emergency standby power generators and oil-containing

electrical transformers) Descriptions of the various oil storage locations for POLs are provided in Table 2. Locations of the various POL storage sites are shown on Figure 2, Site Layout Plan.

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Table 2: Inventory of Storage Tanks, Volumes, and Contents

Tank/Map No.

Volume (gal.) Contents Storage Area/Use

1 1,000 Diesel fuel FM Grounds and Landscaping

2 750 Diesel fuel Storm Drain Lift Station Emergency Generators

3 400 Diesel fuel Sequoia Hall Computer Ctr. Standby Generator

4 220 Diesel fuel Stadium Grounds Emergency Generator

5 180 Diesel fuel Facilities Management Portable Generator

6 70 Diesel fuel Sinclair Way Emergency Generator

7 50 Diesel fuel Public Safety Emergency Generator

8 < 330 Miscellaneous POLs (largest containers 55 gal.)

Facilities Management Garage Maintenance

9 < 200 Miscellaneous POLs (largest containers 55 gal.)

Santa Clara Hall Engineering Storage Vault

10 < 110 Miscellaneous POLs (largest containers 55 gal.) Central Plant Storage Vault

11 < 110 Paint Thinner (largest containers 55 gal.) Facilities Management Paint Shop

12 149 Non-PCB Dielectric Oil Sacramento Hall 150 KV A Transformer #8

13 203 Non-PCB Dielectric Oil Calaveras Hall 500 KV A Transformer #18

14 122 Non-PCB Dielectric Oil Mariposa/Kadema 300 KV A Transformer #20

15 203 Non-PCB Dielectric Oil Shasta Hall 500 KVA Transformer #5

16 157 Non-PCB Dielectric Oil Brighton Hall 500 KV A Transformer #19

17 116 Non-PCB Dielectric Oil South Yosemite Hall 300 KV A Transformer #13

18 207 Non-PCB Dielectric Oil Facilities Management 300 KVA Transformer #11

19 517 Non-PCB Dielectric Oil Lassen Hall 750 KV A Transformer #9

20 323 Non-PCB Dielectric Oil Tahoe Hall 750 KVA Transformer #42

21 157 Non-PCB Dielectric Oil Eureka Hall 500 KV A Transformer #21

22 440 Non-PCB Dielectric Oil Library I 2,000 KVA Transformer #31

23 505 Non-PCB Dielectric Oil Library II 2,000 KVA Transformer #31

24 199 Non-PCB Dielectric Oil Field House 12K Volt Transformer #43

25 355 Non-PCB Dielectric Oil Mendocino Hall 1,500 KVA Transformer #14

26 227 Non-PCB Dielectric Oil University Union 1,000 KVA Transformer #30

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27 225 Non-PCB Dielectric Oil Riverside Hall 1,500 KVA Transformer #30

28 227 Non-PCB Dielectric Oil Placer Hall 2,000 KVA Transformer #15

29 199 Non-PCB Dielectric Oil ASI Child Dev. Center 12K Volt Transformer #37

30 152 Non-PCB Dielectric Oil Art Sculpture Lab 75 KVA Transformer #38

31 281 Non-PCB Dielectric Oil Main Water Pumps 112.5 KVA Transformer #34

32 150 Non-PCB Dielectric Oil Lot 8 112.5 KVA Transformer #44

33 152 Non-PCB Dielectric Oil Lot4/Alumni Grove 75 KVA Transformer #36

34 2,670 Non-PCB Dielectric Oil Lot 10 69,000 Volt Substation #46

35 400 Non-PCB Dielectric Oil University Union (South) 2,500 KVA Transformer #41

36 320 Non-PCB Dielectric Oil Football Stadium 12,000 Volt Transformer #45

37 1,000 Unleaded gasoline Facilities Management Underground Storage Tank

38 338 Non-PCB Dielectric Oil Alumni Center 300 KVA Transformer #47

39 464 Non-PCB Dielectric Oil Modoc Hall 1500 KVA Transformer #48

40 267 Non-PCB Dielectric Oil Napa Hall 500 KVA Transformer #49

41 266 Non-PCB Dielectric Oil Capital Public Radio 300 KVA Transformer #50

42 1500 Diesel Fuel AIRC Emergency Generator #51

43 338 Non-PCB Dielectric Oil AIRC 2500 KVA Transformer #52

Total Storage: 16,249 gallons (Maximum)

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V. Past Spill History - 40 CFR 112.7(a) Table 3, below, identifies CSUS’s history of spills, corrective actions taken, and plans for preventing recurrence.

Table 3: Past Spill History

Written Description of Spill Corrective Actions Taken Plan for Preventing Recurrence

CSUS electrical substation voltage regulator explosion in December of 2003. Oil was pumped from the sump to the storm channel adjacent to the substation.

Transformer repaired/replaced. Residual mineral oil cleaned from structure.

The transformer is within secondary containment. Sump pump controls have been improved.

VI. Demonstration of Practicability - 40 CFR 112. 7( d) When it is determined that the installation of structures or equipment listed in 112.7(c) to prevent discharged oil from reaching the navigable waters is not practicable from the facility, the owner or operator should clearly demonstrate such impracticability by providing the following:

• A strong oil spill contingency plan following the provisions of 40 CFR Part 109. • A written commitment of manpower, equipment, and materials required to expeditiously

control and remove any harmful quantity of oil discharged. CSUS Facilities Management has determined that the use of oil storage vessels with integral secondary containment, where necessary, applicable training and inspection procedures, and readily available equipment to prevent discharge of oil from reaching navigable waters is practical and effective at this facility.

VII. Facility Drainage - 40 CFR 112.7(e)(1) The CSUS Main Campus facility drainage system consists of curb and gutters with drop inlets to a separate storm drain system. The layout of the facility storm drain system is shown in Figure 2. The campus storm drain system drains to four separate storm drain lift-stations, located around the perimeter of the CSUS Main Campus facility. The locations of the campus storm drain lift stations are shown in Figure 2. Descriptions of the campus storm drain lift stations are as follows: Lift Station No. 1 (LS1) is located in the storm drain lift station pump house east of State University Drive East, immediately to the south of the Guy West Footbridge. This wet well with five lift station pumps discharges through the adjacent levee directly into the American River. Lift Station No. 2 (LS2) is located northeast of Draper Residence Hall, near the northeast corner of the campus facility. This wet well has two-pump lift stations outlets which discharge, through the adjacent levee, directly into the American River.

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Lift Station No. 3 (LS3) is located north of State University Drive North, north of the Facilities Management Yard. This wet well with one lift station pump discharges into the drainage swale that flows along the western and northern border of the main campus facility. Lift Station No. 4 (LS4) is located west of the intersection of State University Drive West and Sinclair Road, west of Parking Structure #1. This wet well with two lift station pumps discharges into the drainage swale that flows along the western and northern border of the main campus facility. High liquid levels within the storm drain lift station wet wells automatically engage the turbine pumps. The storm water lift station pumps can be manually shut off to contain discharged oil or petroleum for removal. The storm drain pipeline system is completely inter-tied. In the event of a particular storm drain, wet well, or lift station blockage or other system failure, runoff effluent within the storm drain system would backup and seek the next lift station with available capacity, even if against the prevailing grade within the storm drain pipelines. Under normal runoff flow conditions, grade breaks in the storm drain system drain specific areas towards specific lift stations. The drainage areas in the storm drain system are shown in Figure 2.

VIII. Bulk Storage Tanks - 40 CFR 112.7(e)(2) Each of the bulk oil storage tanks and oil-containing equipment tanks is of acceptable construction and is compatible with the POLs they contain and the conditions of use or storage (pressure and temperature).

IX. Facility Transfer Operations, Pumping, and In-Plant Processes 40 CFR 112.7(e)(3)

• All POL transfer operations occur above ground and in plain sight, with the exception of short runs of underground piping present at Storage Tank No. 2 (Storm Drain Lift Station Emergency Generators) and Storage Tank No.37 (Facilities Management UST).

• All facility transfer operations occur during daylight hours, or under sufficient illumination

to be capable of observing any spillage.

• At least one trained, facility individual is present and observes the transfer of POLs during the entire transfer process.

• A facility employee visually tracks all transfers of POLs to and from a tank to observe

any spillage.

• Where oil transfer is to occur near a storm drain drop inlet, the trained facility individual present during product transfer shall cover the storm drain drop inlet with a close-sealing, impermeable mat. Following successful transfer of product, the mat seal shall be removed.

X. Facility Tank Truck Loading/Unloading - 40 CFR 112.7(e)(4) All tank truck loading and unloading procedures meet the minimum requirements of the US Department of Transportation Hazardous Materials Regulations.

XI. Oil Production Facilities (Onshore) - 40 CFR 112.7(e)(5) Not applicable to this facility.

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XII. Oil Drilling and Workover Facilities (Onshore) - 40 CFR 112.7(e)(6) Not applicable to this facility.

XIII. Oil Drilling, Production, or Workover Facilities (Offshore) 40 CFR 112.7(e)(7) Not applicable to this facility.

XIV. Inspection and Records - 40 CFR 112.7(e)(8) Required inspections should be in accordance with written procedures developed for the facility by the owner or operator. These written procedures and a record of the inspections, signed by the appropriate supervisor or inspector, should be made a part of the SPCC Plan and maintained for a period of three years. The forms in Appendix A of this SPCC Plan are used to record the periodic inspections.

XV. Personnel, Training, and Spill Prevention Procedures 40 CFR 112.7(e)(10) Upon discovery or determination of an imminent or actual spill/release, refer to the CSUS Emergency Response Manual for Initial Response Procedures and Countermeasures Implementation. CSUS Facilities Management periodically instructs maintenance personnel in the operation and maintenance of oil pollution prevention equipment and in the basics of the facility's Emergency Response and SPCC Plan. Procedures, responsibilities and the chain of command regarding the reporting of a spill at the CSUS main Campus facility are documented in the CSUS Emergency Response Manual. By reference, the current revision of the CSUS Emergency Response Manual is incorporated within this SPCC Plan. CSUS has designated the Chief of Campus Public Safety, Ken Barnett, as the Emergency Coordinator responsible for oil pollution prevention. The Emergency Coordinator can be contacted directly at (916) 278-6851 or reached through the 24-hour Campus Emergency Dispatcher at (916) 278-6900. In the absence of the Primary Emergency Coordinator, the Director of Facilities and Utilities, Linda Hafar, is designated the 1st Backup Emergency Coordinator. The 1st Backup Emergency Coordinator can be contacted directly at (916) 278-3404 or reached through the 24-hour Campus Emergency Dispatcher at (916) 278-6900. In the absence of the Primary and 1st Backup Emergency Coordinators, the Director of Environmental Health and Safety, Mike Christensen, is designated the 2nd Backup Emergency Coordinator. The 2nd Backup Emergency Coordinator can be contacted directly at (916) 278-5252 or reached through the 24-hour Campus Emergency Dispatcher at (916) 278-6900. The Emergency Coordinator, or his designated backup replacement, shall have the vested authority necessary to commit the manpower, equipment, and materials necessary to fully implement this plan. The CSUS Department of Public Safety will control emergencies involving a hazardous materials spills with assistance from CSUS EH&S and, as necessary, Facilities Management. The procedures documented in the Emergency Response Manual, along with the procedures documented below, will be followed when responding to and reporting a spill/release.

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a. The owner or operator of a tank facility shall immediately, upon discovery, notify the California Governor's Office of Emergency Services (OES) at 800-852-7550 for any of the following conditions:

i. Any spill or other release of one barrel (42 gallons) or more of petroleum products at a

tank facility. ii. Discharges of any Hazardous substances, oil, or petroleum products into or on any

waters of the state. iii. Discharges that may threaten or impact water quality.

b. If the California OES determines that emergency response assistance is required, the

owner or operator shall notify the local responding agency or the 911 emergency system.

i. Local Emergency Response Agency (or the Local Fire Department) at 9-1-1. ii. Sacramento County Certified Unified Program Agency (CUPA), 916-875-8550 (or 911) iii. California Regional Water Quality Control Board, 916-255-3000 iv. California Department of Fish & Game, 916-355-0976

c. The National Response Center will be contacted immediately at 1-800-424-8802 if any of

the following conditions are met:

i. The oil spill/release will reach a navigable body of water or adjoining shoreline. ii. Water quality standards could be violated. iii. The spill/release could cause a film, "sheen," or discoloration. iv. The spill/release could cause a sludge or emulsion. v. The spill/release exceeds Federal Reportable Quantities (CERCLA).

d. For releases to navigable waters or adjoining shorelines, the U.S. Coast Guard Marine

Safety Office also will be contacted at 510-437-3073. e. For serious injuries or harmful exposures to workers, the California Occupational Safety

and Health administration (Cal/OSHA) District Office in Sacramento also will be contacted at 916-263-2800.

f. For hazardous waste tank system releases, the California Department of Toxic Substances

Control Board (DTSC) Regional Office in Sacramento also will be contacted at 916-255-3545.

g. To the maximum extent known, the following information should be provided to the Federal

and State Reporting Agencies during the initial telephone notification:

i. Your name, location, organization, and telephone number ii. Name and address of the party responsible for the incident iii. Date and time of the incident iv. Location of the incident v. Source and cause bf the release or spill vi. Types of material(s) released or spilled vii. Quantity of materials released or spilled viii. Danger or threat poked by the release or spill ix. Number and types of injuries (if any) x. Weather conditions at the incident location xi. Any other information that may help emergency personnel respond to the incident.

h. Immediately after a petroleum or oil spill/release, the Emergency Coordinator must provide

for storing and/or disposing of all recovered oil, contaminated soil or water.

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i. As soon as practical but no later than 30 days of the spill/release, the Emergency

Coordinator must file a Section 304 Emergency Release Follow-Up Notice Reporting Form with the California Governor's Office of Emergency Services. A blank Section 304 Emergency Release Follow-Up Notice Reporting Form is provided in Appendix C.

j. If the spill/release is greater than 1,000 gallons or this is the second spill/release within

twelve (12) months, the Emergency Coordinator must prepare a written report of the incident. The written report of the incident must be submitted to the Regional Administrator of the US EPA. The written report of the incident must include the following:

i. Name, address, and telephone number of the facility. ii. Date, time and type of incident. iii. Name and quantity of material involved. iv. An assessment of actual or potential hazards to human health or the environment. v. The extent of injuries, if any. vi. Estimated quantity land disposition of recovered material that resulted from the

incident. vii. Efforts taken and results.

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XVI. EPA Facility Response Plan (FRP) Certification of Applicability 40 CFR 112.20(e) [Also known as the “Certification of Substantial Harm Determination Form”] If there is a “yes” answer to one or more of the five questions below, then an EPA FRP Plan is required Facility Name: California State University, Sacramento, Main Campus Facility Address: 6000 J Street, Sacramento, California 95819 Item Yes No Question

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?

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 above-ground oil storage tank area?

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 40 CFR 112 or a comparable formula) such that a discharge from the facility could cause injury to fish and wildlife and sensitive environments?

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 40 CFR 112 or a comparable formula) such that a discharge from the facility would shut down a public drinking water intake?

5. Does the facility have a total oil storage capacity greater than or equal to 1 million gallons and has the facility experienced reportable oil spill in an amount greater than or equal to 10,000 gallons within the last 5 year?

CERTIFICATION I certify under penalty of law that I personality 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: Date: Name: Title: Registration:

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XVII. Containment, Security, Spill Volumes and Rates - 40 CFR 112.7(b) & (c) Where experience indicates a reasonable potential for equipment failure (such as tank overflow, rupture, or leakage), this plan includes a prediction of the direction, rate of flow, and total quantity of oil which could be discharged from the facility as a result of each major type of failure. a. Containment and Diversionary Structure – 40 CFR 112.7(c) The following tables list each tank individually, the total quantity of materials stored within each tank, the security measure in place to protect tanks form vandalism, and the potential spill volumes and rates of each tank. b. Security - 40 CFR 112.7(e)(9) General security measures for the facility as a whole and for each individual oil storage location are listed below. For the Main Campus facility as a whole, security is the full-time responsibility of Campus Public Safety. Public Safety maintains a round the clock vigil of the campus, using squad cars and walking patrolmen. The campus is well lit for illumination after dark. Area lighting is located in such positions as to illuminate the storage tank areas. Consideration was given to discovering spills at night and discouraging pilferage and possible sabotage. c. Potential Spill Volumes and Rates – 112.7 (b) Appropriate containment and/or diversionary structures, equipment, and supplies to prevent discharged oil from reaching a navigable watercourse are provided herein. General measures for containment and diversionary structures for the facility as a whole and for individual storage tank locations are listed below. Where a reasonable potential exists for discharge of oil to navigable waters or adjoining shorelines, bulk fuel storage tank installations are constructed with a secondary means of containment for the entire contents of the largest single tank plus sufficient freeboard to allow for precipitation. Where present due to necessity, diked areas are sufficiently impervious to contain spilled oil. Undiked areas are arranged so that a spill can terminate and be safely confined. For the main campus facility as a whole, Facilities Management maintains individual caches of spill response equipment and supplies to divert and contain releases of POLs. Caches are typically stored within labeled plastic half-barrels with lids and contain loose absorbent, absorbent sheets, absorbent pillows, absorbent booms, scoops, and gloves. Caches are maintained at the Facilities Management Garage, Central Plant, Santa Clara Engineering Lab, Environmental Health & Safety office, as well as a mobile, spill-response trailer stored at the Facilities Management Yard. Absorbent booms or other barriers are also available from the local emergency cleanup contractor.

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Tank # 1 – 1000-gallon Diesel Fuel Storage (FM ConVault AST)

a. Containment and Diversionary Structure – 40 CFR 112.7(c) This is a 1,000-gallon capacity diesel fuel aboveground storage tank (AST) located at Facilities Management for Grounds and Landscaping use. It is a premanufactured, double-walled, ConVault AST with interstitial monitoring. Appurtenant attachments include the pump, hose and nozzle. It is located within an area open to exposure from precipitation.

b. Security – 40 CFR 112.7(e)(9) A six-foot high, metal, chain-link security fence topped by three-strand barbed wire surrounds the Facilities Management Yard. The gates into the yard are open during normal operating hours but locked closed between 5:00 p.m. and 6:00 a.m. Pole- and building-mounted lighting fixtures provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity

Released Direction of Flow (relative to storm

drainage ditch) Rate of Flow

Complete failure of a full tank 1,000 gallons

Release would be contained within interstitial void between primary steel tank and sealed concrete secondary containment tank.

Instantaneous

Partial failure of a full tank 1 to 1,000 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons

Release would be expected to flow to the nearby wash rack drop inlet, approximately 75 feet to southeast. Wash rack drop inlet is plumbed to oil/water separator then campus sanitary sewer collection system.

20 gallons per minute

Pipe failure Up to 1,000 gallons Same as above. Up to 20 gallons per minute

Leaking pipe or valve packing

Several ounces to several gallons

Release would not be expected to reach wash rack drop inlet.

Gradual to instantaneous

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Tank # 2 – 750-gallon Diesel Fuel AST (LS1 Generator)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) This is a stand-alone 750-gallon capacity diesel fuel AST located at the Storm Drain Lift Station immediately to the south of the Guy West Bridge, on the levy, for use by the emergency power generators. Storage Tank No. 2 is a single-walled steel tank elevated on two concrete saddles within a diked containment area. The nine-foot by 12-foot poured floor ground-level containment vault has a 15-inch tall poured berm. The volume displaced by the two, five-foot wide by six-inch thick by 15 inch tall concrete saddles would still allow for 963 gallons of secondary containment, which is adequate considering the covered roof diverts precipitation from the underlying secondary containment.

b. Security – 40 CFR 112.7(e)(9) This tank is housed within a three-sided concrete block building, open to the northeast. The fill cap is padlocked. The door into the adjacent generator shed is similarly padlocked. An overhead light fixture under the covered roof can provide illumination after dark. Storage Tank 2 is sufficiently secure from impact by errant vehicles, however, it is open to access by unauthorized individuals.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity

Released Direction of Flow

(relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank 750 gallons

Contents would be completely contained within covered and bermed, concrete secondary containment vault.

Instantaneous

Partial failure of a full tank 1 to 750 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons Same as above. 5 gallons per minute

Pipe failure Up to 750 gallons Release from underground pipe failure would be expected to saturate surrounding soil.

Up to several gallons per minute

Leaking pipe or valve packing

Several ounce to several gallons Same as above. Gradual to

instantaneous

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Tank #3 – 400-gallon Diesel Fuel Tank (Seq. Hall Generator)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 3 is a 400-gallon capacity diesel fuel tank mounted on the standby power generator located outside the Sequoia Hall Computer Center. It is located within a fenced electrical equipment area on a concrete slab within an enclosed weather-resistant cabinet, but otherwise exposed to precipitation. Minimal secondary containment is present in the drip pan under the day tank, otherwise only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) This storage tank is located behind seven-foot tall concrete walls with a locked metal gate. Nearby, pole-mounted lighting provides illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

400 gallons

Release would be expected to flow north and/or south out of secured area, then east 60 feet to the west gutter of State University Drive East, then south and east to the east gutter approximately 30 feet to the nearest storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 400 gallons Same as above Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this release to reach storm drain and/or navigable waters.

20 gallons per minute

Pipe failure Up to 400 gallons

Same as for a “Complete failure of a full tank.”

Up to 5 gallons minute

Leaking pipe or valve packing

Several ounces to several gallons

Reasonable person would not anticipate this release to reach storm drain and/or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to 400 gallons

and/or south out of secured area, then east instantaneous 60 feet to the west gutter of State University Drive East, then south and east to the east gutter approximately 30 feet to the nearest storm drain drop inlet.

Gradual to instantaneous

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Tank #4 – 220-gallon Diesel Fuel Tank (Stadium Generator)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 4 is a 220-gallon capacity diesel fuel tank mounted on the emergency power generator located at the Stadium Grounds. Storage Tank No.4 is a single-walled steel tank within a small, freestanding building protected from exposure to precipitation. It is located within a large area of bare ground, between the stadium bleachers and State University Drive West. Minimal secondary containment is present in the drip pan under the day tank, otherwise only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) This is a single-walled steel tank within a freestanding building for the emergency generator. The small building is secured with a padlock. Stadium and street lighting provide sufficient illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity

Released Direction of Flow

(relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank 220 gallons

Release would be expected to flow over grass to the northeast approximately 50 feet to the nearest storm drain drop inlet.

Instantaneous

Partial failure of a full tank 1 to 220 gallons Same as above Gradual to

instantaneous

Tank overfill 1 to many gallons Reasonable person would not anticipate this amount to reach storm drain and/or navigable waters.

20 gallons per minute

Pipe failure Up to 220 gallons Same as above Up to 5 gallons per minute

Leaking pipe or valve packing

Several ounce to several gallons Same as above Gradual to

instantaneous Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to 220 gallons Release would be expected to flow over grass to the northeast approximately 50 feet to the nearest storm drain drop inlet.

Gradual to instantaneous

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Tank #5 – 180-gallon Diesel Fuel Tank (Capistrano - ONAN Generator)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 5 is a 180-gallon capacity diesel fuel tank on the ONAN 100 KW portable emergency power generator located on the North side of Capistrano Hall. Minimal secondary containment is present in the drip pan under the day tank, otherwise only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) A six-foot high, metal, chain-link security fence surrounds this generator. Pole- and building--mounted lighting fixtures provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank 180 gallons

Assuming a release from its normal storage area, this release would be expected to flow west across the parking lot approximately 30 feet to the nearest storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 180 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this release to reach storm drain and/or navigable waters.

20 gallons per minute

Pipe failure Up to 180 gallons

Assuming a release from its normal storage area, this release would be expected to flow west across the parking lot approximately 30 feet to the nearest storm drain drop inlet.

Up to 5 gallons per minute

Leaking pipe or valve packing

Several ounces to

several gallons

Reasonable person would not anticipate this release to reach storm drain and/or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to 180 gallons

Assuming a release from its normal storage area, this release would be expected to flow west across the parking lot approximately 30 feet to the nearest storm drain drop inlet.

Gradual to instantaneous

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Tank #6 – 70-gallon Diesel Fuel Tank (LS4 Generator)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 6 is a 70-gallon capacity, single-walled steel diesel fuel tank mounted on the emergency power generator located west of the intersection of Sinclair Way and State University Drive West. The unit is enclosed within a weather-resistant cabinet, but otherwise exposed to precipitation. Minimal secondary containment is present in the drip pan under the day tank, otherwise only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) This tank is secured within a locked cabinet and surrounded by five-foot high metal chain-link fence. Street lighting provides illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank 70 gallons

Release would be expected to flow east approximately 25 feet to the west gutter of State University Drive West, then south approximately 50 feet to the nearest storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 70 gallons Same as above Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this amount to reach storm drain and/or navigable waters.

20 gallons per minute

Pipe failure Up to 70 gallons

Release would be expected to flow east approximately 25 feet to the west gutter of per minute State University Drive West, then south approximately 50 feet to the nearest storm drain drop inlet.

Up to gallons

Leaking pipe or valve packing

Several ounces to

several gallons

Reasonable person would not anticipate this amount to reach storm drain and/or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to 70 gallons

Release would be expected to flow east approximately 25 feet to the west gutter of State University Drive West, then south approximately 50 feet to the nearest storm drain drop inlet.

Gradual to instantaneous

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Tank #7 – 50-gallon Diesel Fuel Tank (Public Safety Generator)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 7 is a 50-gallon capacity, single-walled steel diesel fuel tank mounted on the emergency generator located at Public Safety. It is built on a concrete pad adjacent to the Public Services building and parking lot under an enclosed metal cabinet, but otherwise exposed to precipitation. Minimal secondary containment is present in the drip pan under the day tank, otherwise only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) A six-foot tall, metal chain-link fence topped by three-strand barbed wire completely surrounds the generator. Overhead building-mounted and pole-mounted lighting fixtures provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank 50 gallons

Release would be expected to flow southwest over the parking lot approximately 50 feet to the north end of the parking lot drainage swale, the south approximately 50 feet to the nearest storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 50 gallons Same as above.

Gradual to instantaneous

Tank overfill

1 to many gallons

Reasonable person would not anticipate this amount to reach storm drain and/or navigable waters.

20 gallons per minute

Pipe failure

Up to 50 Gallons

Same as above.

Up to 5 gallons per minute

Leaking pipe or valve packing

Several ounces to

several gallons

Same as above.

Gradual to Instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to 50 gallons

Release would be expected to flow southwest over the parking lot approximately 50 feet to the north end of the parking lot drainage swale, to the south, approximately 50 feet to the nearest storm drain drop inlet.

Gradual to Instantaneous

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Tank #8 – 55-gallon Oil Storage (FM Automotive)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 8, for purposes of this plan, is the largest container (55-gallon DOT drum) of miscellaneous POLs stored at the Facilities Management Maintenance Garage. The Facilities Management Garage is an enclosed building with roll-up access doors to the asphalt pavement parking lot. The 55-gallon drums and larger containers of POLs are stored on secondary containment storage pallets in the garage building or under the outside covered awning, protected from exposure to precipitation.

b. Security – 40 CFR 112.7(e)(9) A six-foot high, metal, chain-link security fence topped by three-strand barbed wire surrounds the Facilities Management Yard. The gates into the yard are open during normal operating hours but locked closed between 5:00 p.m. and 6:00 a.m. Pole- and building-mounted lighting fixtures provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank 55 gallons

Release would be expected to flow west across the parking lot approximately 30 feet to the nearest storm drain drop inlet. Release of materials stored on the secondary containment pallet would be contained within the secondary containment under the raised pallet platform.

Instantaneous

Partial failure of a full tank

1 to 55 gallons Same as above.

Gradual to instantaneous

Tank overfill

1 to many gallons

Reasonable person would not anticipate this amount to reach storm drain and/or navigable waters.

20 gallons per minute

Pipe failure

Up to 50 Gallons Not Applicable Up to 5 gallons per

minute

Leaking pipe or valve packing

Several ounces to

several gallons Not Applicable Gradual to

Instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to 50 gallons Not Applicable Gradual to

Instantaneous

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Tank #9 – 55-gallon Hazmat Storage (Riverside Hall)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 9, for purposes of this plan, is the largest container (55-gallon DOT drum) of miscellaneous POLs stored within the Engineering Storage Vault at Riverside Hall. The Riverside Hall Engineering Storage Vault is a metal storage shed with integrated storage sump under the raised flooring. It is located on asphalt concrete between Santa Clara Hall and Riverside Hall. The enclosed vault is protected from accumulation of precipitation.

b. Security – 40 CFR 112.7(e)(9) The Santa Clara Hall Engineering Storage Vault is a key-locked metal storage shed with integrated storage sump under the raised flooring. The Storage vault is further secured by eight-foot tall, metal chain-link fence with padlocked swing gate. Pole- and building-mounted light fixtures provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

55 gallons

Release would be contained within the bathtub floor of the storage vault. Instantaneous

Partial failure of a full tank 1 to 55 gallons Same as above Gradual to

instantaneous

Tank overfill 1 to many gallons Not applicable Up to gallons per

minute

Pipe failure Up to gallons Not applicable Up to gallons per minute

Leaking pipe or valve packing

Several ounces to

several gallons Not applicable Gradual to

instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable Gradual to instantaneous

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Tank #10 – 55-gallon HazMat Storage Vault (Central Plant)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 10, for purposes of this plan, is the largest container (55-gallon DOT drum) of miscellaneous POLs stored within the Storage Vault outside the Central Plant. The Central Plant Storage Vault is a metal storage shed with integrated storage sump under the raised flooring. It is located on asphalt concrete between the Central Plant and the tennis courts. The enclosed vault is protected from accumulation of precipitation.

b. Security – 40 CFR 112.7(e)(9) The Central Plant Storage Vaults are key-locked metal storage sheds with integrated storage sump under the raised flooring. They are located on asphalt concrete between the Central Plant and the tennis courts within a secured area. The area is secured on the east by a six-foot high metal chain-link gate between the Central Plant Building and Solano Hall located adjacent to the north, and on the north and south by a five-foot high metal chain link fence between the Central Plant or Solano Hall and the Tennis Courts located adjacent to the west. The Central Plant is manned around the clock. The eastern gate is unlocked during normal operating hours, but locked between 5:00 p.m. and 6:00 a.m. Pole- and building mounted light fixtures provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

55 gallons

Release would be contained within the bathtub floor of the storage vault. Instantaneous

Partial failure of a full tank 1 to 55 gallons Same as above Gradual to

instantaneous

Tank overfill 1 to many gallons Not applicable

Pipe failure Up to gallons Not applicable

Leaking pipe or valve packing

Several ounces to

several gallons Not applicable

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable

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Tank #11 – 55-gallon Hazmat Storage (FM Paint Shop)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 11, for purposes of this plan, is the largest container (55-gallon steel DOT drum) of paint thinner stored outside at the Facilities Management Paint Shop. It is located on a containment pallet outside the Facilities Management Paint Shop. The Paint Shop containment pallet is a synthetic storage pallet with integral containment sump under the raised platform. It is located under the building awning, partially protected from precipitation, at the edge of the asphalt concrete parking lot.

b. Security – 40 CFR 112.7(e)(9) The Paint Shop containment pallet is a synthetic storage pallet with integrated containment sump under the raised platform. Parking blocks and/or bollards are absent to prevent accidental vehicular damage. A six-foot high, metal, chain-link security fence topped by three-strand barbed wire surrounds the Facilities Management Yard. The gates into the yard are open during nor al operating hours but locked closed between 5:00 p.m. and 6:00 a.m. Building-mounted lighting fixtures provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

55 gallons

Release would be contained under the platform floor of the secondary containment pallet

Instantaneous

Partial failure of a full tank 1 to 55 gallons Same as above Gradual to

instantaneous

Tank overfill 1 to many gallons Not applicable

Pipe failure Up to gallons Not applicable

Leaking pipe or valve packing

Several ounces to

several gallons Not applicable

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable

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Tank #12 – 149-gallon Transformer Oil Tank (Sacramento Hall)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 12 (T#8) is the 149-gallon capacity electrical transformer containing non-PCB dielectric oil for service to Sacramento Hall. It is located on a concrete slab outside the northwest corner of Sacramento Hall within an enclosed weather-resistant electrical cabinet but otherwise exposed to precipitation. Only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) Transformer cabinets are padlocked to prevent unauthorized access to the front electrical panels facing the parking lot. Parking blocks or bollards are absent to prevent accidental vehicular damage. Building-mounted lighting fixtures provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

149 gallons

Release would be expected to flow northwest across the asphalt parking lot approximately 35 feet to the nearest storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 149 gallons Same as above Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this amount to reach storm drain and/or navigable waters.

20 gallons per minute

Pipe failure Up to 149 gallons

Release would be expected to flow northwest across the asphalt parking lot approximately 35 feet to the nearest storm drain drop inlet.

Up to gallons per minute

Leaking pipe or valve packing

Several ounces to

several gallons

Reasonable person would not anticipate this amount to reach storm drain and/or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable

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Tank #13 – 203-gallon Transformer Oil Tank (Placer Hall)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 13 (T#18) is the 203-gallon capacity electrical transformer containing non-PCB dielectric oil for service to Douglas Hall and Calaveras Hall. It is located on a concrete slab outside the northwest corner of Placer Hall within an enclosed weather-resistant electrical cabinet but otherwise exposed to precipitation. Only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) This unit is located in a padlock-secured electrical cabinet set back approximately five-feet from the nearby walkway at its nearest point, or otherwise surrounded by tended landscaping and Placer Hall. Bollards are absent to prevent unlikely vehicular damage in an accident. Building and pole-mounted lighting fixtures provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

203 gallons

Release would be expected to flow through the planter and across the asphalt walkway southwest approximately 35 feet to the nearest storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 203 gallons Same as above Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this amount to reach storm drain and/or navigable waters.

20 gallons per minute

Pipe failure Up to 203 gallons Same as above Up to 5 gallons

per minute

Leaking pipe or valve packing

Several ounces to

several gallons Same as above Gradual to

instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable

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Tank #14 – 122-gallon Transformer Oil Tank (Mariposa Hall)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 14 (T#20) is the 122-gallon capacity electrical transformer containing non-PCB dielectric oil for service to Mariposa, Kadema, and Alpine Halls. It is located on a concrete slab outside the north side of Mariposa Hall within an enclosed weather-resistant electrical cabinet but otherwise exposed to precipitation. Only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) The front panels to the electrical cabinets are secured with padlocks. The fill-port and gage side of the oil storage tank shared between the electrical cabinets is secured with a padlocked wire-mesh gate. As is typical, the backside oil-cooling fins are easily accessible. The lack of vehicular traffic down the walkway between Mariposa and Kadema Halls should preclude the need for the missing bollards. Building and pole-mounted lighting fixtures provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

122 gallons

Release would be expected to flow west approximately 25 feet across the concrete into the planter to the nearest storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 122 gallons Same as above Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this amount to reach storm drain and/or navigable waters.

20 gallons per minute

Pipe failure Up to 122 gallons

Release would be expected to flow west approximately 25 feet across the concrete into the planter to the nearest storm drain drop inlet

Up to 5 gallons per minute

Leaking pipe or valve packing

Several ounces to

several gallons

Reasonable person would not anticipate this amount to reach storm drain and/or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #15 – 203-gallon Transformer Oil Tank (Shasta Hall)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 15 (T#5) is the 203-gallon capacity electrical transformer containing non-PCB dielectric oil for service to the Speech side of the Shasta Hall. It is located on a concrete slab outside the southwest corner of the Shasta Hall within an enclosed weather-resistant electrical cabinet but otherwise exposed to precipitation. Only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) This is a padlock-secured electrical cabinet set on a slightly elevated concrete slab at the building's corner, adjacent to the asphalt paved walkway/service vehicle path. The close proximity to the paved service path and corner should justify the addition of at least one protective bollard. Building and pole-mounted lighting fixtures provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

203 gallons

Release would be expected to flow west approximately 25 feet of asphalt walkway and 250 feet of grass lawn to the nearest storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 203 gallons Same as above Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this amount to reach storm drain and/or navigable waters.

20 gallons per minute

Pipe failure Up to 203 gallons Same as above. Up to 5 gallons

per minute

Leaking pipe or valve packing

Several ounces to several gallons

Same as above. Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #16 – 157-gallon Transformer Oil Tank (Brighton Hall)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No.16 (T#19) is the 157-gallon capacity electrical transformer containing non-PCB dielectric oil serving the nearby street and walkway lights, and the One Card ATM. It is located inside Room 9139 of Brighton Hall. Adequate secondary containment is provided to a depth of three inches within the enclosed 19-foot by 16-foot room, protected from precipitation.

b. Security – 40 CFR 112.7(e)(9) This transformer is located inside the key-locked Room 9139 of Brighton Hall. Switch-activated, ceiling-mounted lighting fixtures provide illumination when inside.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

157 gallons

Release would be contained within the bermed concrete floor of Rm. 9139. Instantaneous

Partial failure of a full tank

1 to 157 gallons Same as above Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this amount to reach storm drain and/or navigable waters.

20 gallons per minute

Pipe failure Up to 157 gallons

Release would be contained within the bermed concrete floor of Rm. 9139.

Up to 5 gallons per minute

Leaking pipe or valve packing

Several ounces to several gallons

Reasonable person would not anticipate this amount to reach storm drain and/or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #17 – 116-gallon Transformer Oil Tank (Yosemite Hall)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 17 (T#13) is the 116-gallon capacity electrical transformer containing non-PCB dielectric oil for service to Yosemite Hall South. It is located on a concrete slab outside the west side of Yosemite Hall South, within an enclosed weather-resistant electrical cabinet but otherwise exposed to precipitation. Only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) The slab-mounted electrical cabinet is secured with a padlock. The lack of vehicular access between Yosemite Hall and the Solano Hall Annex precludes the need for protective bollards. Building-mounted lighting fixtures provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

116 gallons

Release might flow north approximately 200 feet to the nearest storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 116 gallons

Reasonable person would not anticipate this release to reach the storm drain or navigable waters.

Gradual to instantaneous

Tank overfill 1 to many gallons Same as above. 20 gallons per minute

Pipe failure Up to 116 gallons Same as above. Up to 5 gallons

per minute

Leaking pipe or valve packing

Several ounces to several gallons

Same as above. Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #18 – 207-gallon Transformer Oil Tank (FM Lock Shop)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 18 (T#11) is the 207-gallon capacity electrical transformer containing non-PCB dielectric oil located inside the enclosed room immediately south of the Facilities Management Lock Shop. The covered room is protected from precipitation. Only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) This tank is secured in the key-locked room immediately adjacent and south of the Facilities Management Lock Shop. Switch-activated ceiling-mounted lighting fixtures provide illumination when inside.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

207 gallons

Release would be expected to flow east under wall of room and across 15 feet of unpaved ground to the nearest storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 207 gallons Same as above Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this amount to reach storm drain and/or navigable waters.

20 gallons per minute

Pipe failure Up to 207 gallons

Release would be expected to flow east under wall of room and across 15 feet of unpaved ground to the nearest storm drain drop inlet.

Up to 5 gallons per minute

Leaking pipe or valve packing

Several ounces to

several gallons

Reasonable person would not anticipate this amount to reach storm drain and/or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #19 – 517-gallon Transformer Oil Tank (Lassen Hall)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 19 (T#9) is the 517-gallon capacity electrical transformer containing non-PCB dielectric oil for service to Lassen Hall. It is located on a concrete slab outside the west side of Lassen Hall, within an enclosed weather-resistant electrical cabinet but otherwise exposed to precipitation. Only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) The electrical cabinet is secured with a keyed padlock. The relative inaccessibility of vehicles precludes the need for protective bollards. Building-mounted lighting fixtures provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

517 gallons

Release would be expected to flow northwest approximately 75 feet across grass lawn to nearest storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 517 gallons Same as above Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this amount to reach storm drain and/or navigable waters.

20 gallons per minute

Pipe failure Up to 517 gallons Same as above. Up to 5 gallons

per minute

Leaking pipe or valve packing

Several ounces to several gallons

Reasonable person would not anticipate this amount to reach storm drain and/or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #20 – 323-gallon Transformer Oil Tank (Tahoe Hall)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 20 is the 323-gallon capacity electrical transformer containing non-PCB dielectric oil for service to Tahoe Hall. It is located in a walled area outside the east side of Tahoe Hall within an enclosed weather-resistant electrical cabinet, but otherwise exposed to precipitation. Only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) This tank is located outside in a partially below-grade, open topped, secured electrical area on the east side of Tahoe Hall. The secured electrical area is surrounded by a 4-foot to 8-foot tall concrete wall, accessible through a padlocked metal gate. The front panel of the standard electrical cabinet is secured with a padlock. Building-mounted lighting fixtures provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

323 gallons

Release would be expected to flow northeast approximately 15 feet within the secured electrical containment area to the nearest storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 323 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons Same as above. 20 gallons per minute

Pipe failure Up to 323 gallons Same as above. Up to 5 gallons

per minute

Leaking pipe or valve packing

Several ounces to several gallons

Same as above. Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #21 – 157-gallon Transformer Oil Tank (Eureka Hall)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 21 (T#21) is the 157-gallon capacity electrical transformer containing non-PCB dielectric oil for service to Eureka Hall. It is located inside the enclosed Room 9100 of Eureka Hall . Adequate secondary containment is provided to a depth of three inches within the 19-foot by 14-foot room. The room is protected from accumulation of precipitation.

b. Security – 40 CFR 112.7(e)(9) This tank is located in the key-locked, ground floor Room 9100 of Eureka Hall. Wall-switch activated ceiling lighting fixtures provide illumination when inside.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

157 gallons

Release would be contained within the bermed concrete floor of Rm. 9100. Instantaneous

Partial failure of a full tank

1 to 157 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons Same as above. 20 gallons per minute

Pipe failure Up to 157 gallons Same as above. Up to 5 gallons

per minute

Leaking pipe or valve packing

Several ounces to several gallons

Same as above. Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #22 – 440-gallon Transformer Oil Tank (Library 1 & 2)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 22 (T#31) is the 440-gallon capacity electrical transformer containing non-PCB dielectric oil for service to Library I. It is located within a fenced area outside the southeast corner of the Library I building, within an enclosed weather-resistant electrical cabinet but otherwise exposed to precipitation. Constructed concrete secondary containment berms have drainage cuts, allowing unrestricted drainage. Therefore, only primary containment is permanently provided.

b. Security – 40 CFR 112.7(e)(9) The front panels to the electrical cabinets are key-locked. It is secured within a five-foot tall, metal chain-link fence, with padlocked gate on the east side of the secured area. Parking blocks are present eight feet east of the sec red area to reduce the chance for vehicular accident damage. Building-mounted lighting fixtures provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

440 gallons

Release would flow approximately five feet south to the nearest storm drain drop inlet. Instantaneous

Partial failure of a full tank

1 to 440 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons Same as above. 20 gallons per minute

Pipe failure Up to 440 gallons Same as above. Up to 5 gallons

per minute

Leaking pipe or valve packing

Several ounces to several gallons

Same as above. Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #23 – 505-gallon Transformer Oil Tank (Library 1 & 2)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 23 (T#31) is the 505-gallon capacity electrical transformer containing non-PCB dielectric oil serving Library II. It is located within a fenced area outside the northeast corner of the Library II building, within an enclosed weather-resistant electrical cabinet but otherwise exposed to precipitation. Constructed concrete secondary containment berms have drainage cuts, allowing unrestricted drainage. Therefore, only primary containment is permanently provided.

b. Security – 40 CFR 112.7(e)(9) The front panels to the electrical cabinets are key-locked. It is secured within a five-foot tall, metal chain-link fence, with pad locked gate on the east side of the secured area. Parking blocks are present eight feet east of the secured area to reduce the chance for vehicular accident damage. Building-mounted lighting fixtures provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

157 gallons

Release would flow approximately five feet north to the nearest storm drain drop inlet. Instantaneous

Partial failure of a full tank

1 to 157 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons Same as above. 20 gallons per minute

Pipe failure Up to 157 gallons Same as above. Up to 5 gallons

per minute

Leaking pipe or valve packing

Several ounces to several gallons

Same as above. Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #24 – 199-gallon Transformer Oil Tank (Field House)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 24 (T#43) is the 199-gallon capacity electrical transformer containing non-PCB dielectric oil for service to the Field House. It is located on a concrete slab outside the west side of the Field House, within an enclosed weather-resistant electrical cabinet but otherwise exposed to precipitation. Only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) Keyed padlocks secure the front panels of the electrical cabinet. A five-foot high, metal chain-link fence with padlocked north gate further secures the electrical cabinet area. Pole-mounted lighting fixtures provide area illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

199 gallons

Due to the long distances and permeable ground services, a reasonable person would not anticipate this release to reach the storm drain or navigable waters.

Instantaneous

Partial failure of a full tank

1 to 199 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons Same as above. 20 gallons per minute

Pipe failure Up to 199 gallons Same as above. Up to 5 gallons

per minute

Leaking pipe or valve packing

Several ounces to several gallons

Same as above. Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #25 – 355-gallon Transformer Oil Tank (Mendocino Hall)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 25 (T#14) is the 355-gallon capacity electrical transformer containing non-PCB dielectric oil for service to Mendocino Hall. It is located within a fenced area, on a concrete slab outside the east side of Mendocino Hall, within an enclosed weather-resistant electrical cabinet but otherwise exposed to precipitation. Only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) A keyed padlock secures the front panels of the electrical cabinet. A six-foot high, padlocked, metal swing gate and six-foot tall concrete walls further secure this electrical area. Building-mounted lighting fixtures provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

355 gallons

Release might be expected to flow east down the concrete sidewalk, down the curb cut, east across State University Drive East approximately 150 feet to the east curb storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 355 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this release to reach the storm drain or navigable waters.

20 gallons per minute

Pipe failure Up to 355 gallons

Release might be expected to flow east down the concrete sidewalk, down the curb cut, east across State University Drive East approximately 150 feet to the east curb storm drain drop inlet.

Up to 5 gallons per minute

Leaking pipe or valve packing

Several ounces to several gallons

Reasonable person would not anticipate this release to reach the storm drain or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #26 – 227-gallon Transformer Oil Tank (University Union)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 26 (T#30) is the 227-gallon capacity electrical transformer containing non-PCB dielectric oil for service to the University Union. It is located within a fenced area on a concrete slab outside the north side of the University Union, within an enclosed weather-resistant electrical cabinet but otherwise exposed to precipitation. Only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) Keyed padlocks secure the front panels of the electrical cabinets on either side of the oil storage tank. The electrical cabinets and oil storage tank are further secured behind a seven-foot tall wooden plank on metal post fence, accessed through a padlocked gate. Building-mounted lighting fixtures provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

227 gallons

Release would be expected to flow southeast across the concrete slab and asphalt driveway approximately 10 feet to the nearest storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 227 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons Same as above. 20 gallons per minute

Pipe failure Up to 227 gallons Same as above. Up to 5 gallons

per minute

Leaking pipe or valve packing

Several ounces to several gallons

Same as above. Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #27 – 225-gallon Transformer Oil Tank (Riverside Hall)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 27 (T#28) is the 225-gallon capacity electrical transformer containing non-PCB dielectric oil for service to Riverside Hall. It is located in the secured but open-topped, High Voltage Room on the west side of Riverside Hall, and therefore exposed to precipitation. Only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) This tank is secured within the High Voltage Room on the west side of Riverside Hall.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

225 gallons

Release would flow either north or south approximately five feet to storm drain drop inlets within the northeast and southeast corners of the high voltage room.

Instantaneous

Partial failure of a full tank

1 to 225 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons Same as above. 20 gallons per minute

Pipe failure Up to 225 gallons Same as above. Up to 5 gallons

per minute

Leaking pipe or valve packing

Several ounces to several gallons

Same as above. Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #28 – 227-gallon Transformer Oil Tank (Sequoia Hall)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 28 (T#15) is the 227-gallon capacity electrical transformer containing non-PCB dielectric oil for service to Placer Hall. It is located within a fenced electrical equipment area outside the northeast corner of Sequoia Hall, within an enclosed weather-resistant electrical cabinet but otherwise exposed to precipitation. Only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) This tank is secured within a 8-foot high fenced area. Nearby parking and building light provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

227 gallons

Release would be expected to flow north and/or south out of the secured area, then east 60 feet to the west gutter of State University Drive East, then south and east to the east gutter approximately 30 feet to the nearest storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 227 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this release to reach storm drain and/or navigable waters.

20 gallons per minute

Pipe failure Up to 227 gallons

Release would be expected to flow north and/or sough out of the secured area, then east 60 feet to the west gutter of State University Drive East, then sough and east to the east gutter approximately 30 feet to the nearest storm drain drop inlet.

Up to 5 gallons per minute

Leaking pipe or valve packing

Several ounces to several gallons

Reasonable person would not anticipate this release to reach storm drain and/or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable. Gradual to instantaneous

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Tank #29 – 199-gallon Transformer Oil Tank (ASI Children’s Center)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 29 (T#37) is the 199-gallon capacity electrical transformer containing non-PCB dielectric oil for service to the ASI Children's Center. It is located on a concrete slab outside the south side of the ASI Children's Center, within an enclosed weather-resistant electrical cabinet but otherwise exposed to precipitation. Only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) This tank is easily accessible to the public. However, building light provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

199 gallons

Release might be expected to flow west approximately 10 feet over bare ground and 100 feet down the asphalt alley pavement to the nearest storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 199 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this release to reach storm drain and/or navigable waters.

20 gallons per minute

Pipe failure Up to 199 gallons

Release might be expected to flow west approximately 10 feet over bare ground and 100 feet down the asphalt alley pavement to the nearest storm drain drop inlet.

Up to 5 gallons per minute

Leaking pipe or valve packing

Several ounces to several gallons

Reasonable person would not anticipate this release to reach storm drain and/or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #30 – 152-gallon Transformer Oil Tank (Art Sculpture Lab)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 30 (T#38) is the 152-gallon capacity electrical transformer containing non-PCB dielectric oil for service to the Art Sculpture Lab. It is located on a concrete slab outside the east side of the Art Sculpture Lab, within an enclosed weather-resistant electrical cabinet, but otherwise exposed to precipitation. Only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) The entire ASL yard is surrounded by a 9-foot high chain-link fence. Yard lighting provides illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

152 gallons

Release might be expected to flow southeast across the asphalt paved storage area approximately 100 feet over the west curb of State University Drive East to the nearest storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 152 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this release to reach storm drain and/or navigable waters.

20 gallons per minute

Pipe failure Up to 152 gallons

Release might be expected to flow southeast across the asphalt paved storage area approximately 100 feet over the west curb of State University Drive East to the nearest storm drain drop inlet.

Up to 5 gallons per minute

Leaking pipe or valve packing

Several ounces to several gallons

Reasonable person would not anticipate this release to reach storm drain and/or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #31 – 281-gallon Transformer Oil Tank (Parking Lot 7)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 31 (T#34) is the 281-gallon capacity electrical transformer containing non-PCB dielectric oil for service to the Main Water Pumps. It is located on a concrete slab outside the southeast side of Parking Lot 7, within an enclosed weather-resistant electrical cabinet, but otherwise exposed to precipitation. Only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) This tank sits along University Drive East. It is easily visible and accessible to the public. Nearby parking lot light provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

281 gallons

Release might be expected to flow either approximately 200 feet north along the curb and gutter of State University Drive East, or approximately 200 feet west over asphalt Parking Lot No. 7 to the nearest storm drain drop inlet(s).

Instantaneous

Partial failure of a full tank

1 to 281 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this release to reach storm drain and/or navigable waters.

20 gallons per minute

Pipe failure Up to 281 gallons

Release might be expected to flow either approximately 200 feet north along the curb and gutter of State University Drive East, or approximately 200 feet west over asphalt Parking Lot No. 7 to the nearest storm drain drop inlet(s).

Up to 5 gallons per minute

Leaking pipe or valve packing

Several ounces to several gallons

Reasonable person would not anticipate this release to reach storm drain and/or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #32 – 150-gallon Transformer Oil Tank (Parking Lot 8)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 32 (T#44) is the 150-gallon capacity electrical transformer containing non-PCB dielectric oil for service to the Lot 8 parking lights. It is located on a concrete slab on the west side of Parking Lot 8, within an enclosed weather-resistant electrical cabinet, but otherwise exposed to precipitation. Only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) This tank sits along the campus road adjacent to the football stadium. It is easily accessible to the public. Nearby parking lot lights provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

150 gallons

Release might be expected to flow approximately 140 feet northeast over the asphalt pavement of Parking Lot 8 to the storm drain drop inlet at the base of pole 8J.

Instantaneous

Partial failure of a full tank

1 to 150 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this release to reach storm drain and/or navigable waters.

20 gallons per minute

Pipe failure Up to 150 gallons

Release might be expected to flow approximately 140 feet northeast over the asphalt pavement of Parking Lot 8 to the storm drain drop inlet at the base of pole 8J.

Up to 5 gallons per minute

Leaking pipe or valve packing

Several ounces to several gallons

Reasonable person would not anticipate this release to reach storm drain and/or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #33 – 152-gallon Transformer Oil Tank (Parking Lot 4)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 33 (T#36) is the 152-gallon capacity electrical transformer containing non-PCB dielectric oil for service to the Lot 4 parking lights and Alumni Grove. It is located on a concrete slab on the east side of Lot 4, near Well #2, within an enclosed weather-resistant electrical cabinet, but otherwise exposed to precipitation. Only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) This tank is easily accessible to the public. However, parking lot lights provide illumination after dark.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

152 gallons

Release would be expected to flow approximately five feet south over bare dirt then over the curb and approximately 10 feet south over the asphalt pavement of Parking Lot 4 to the nearest storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 152 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons Same as above. 20 gallons per minute

Pipe failure Up to 152 gallons Same as above. Up to 5 gallons

per minute

Leaking pipe or valve packing

Several ounces to several gallons

Same as above. Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #34 – 2,670-gallon Electrical Substation (Parking Lot 10)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 34 (T#46) is the 2,670-gallon capacity electrical substation containing non-PCB dielectric oil for service to the CSUS Campus. It is located outside the north end of Lot 10. The older substation equipment in the southeast portion of the secured substation area has only primary containment. The newer substation equipment in the northwest portion of the secured substation area is set on slab within one-foot high by six-inch thick concrete berms. However a drainage grate is present in the north base of the berm for this subarea. The area is open to exposure from precipitation.

b. Security – 40 CFR 112.7(e)(9) The entire substation is surrounded by a 10 foot chain link fence. Razor wire has been placed along the entire perimeter of the top edge of the fence. The structure is highly visible during daylight hours and artificial lighting laminate the entire structure during nighttime hours.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

2,670 gallons

Release would be expected to flow north approximately 25 feet over bare ground to the storm drainage ditch on the southwest side of State University Drive West.

Instantaneous

Partial failure of a full tank

1 to 2,670 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this release to reach the storm drain or navigable waters.

20 gallons per minute

Pipe failure Up to 2,670 gallons

Release would be expected to flow north approximately 25 feet over bare ground to the storm drainage ditch on the southwest side of State University Drive West.

Up to 5 gallons per minute

Leaking pipe or valve packing

Several ounces to several gallons

Due to secondary containment, a reasonable person would not anticipate this release to reach the storm drain or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #35 – 400-gallon Transformer Oil Tank (University Union)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 35 (T#41) is the 400-gallon capacity electrical transformer containing non-PCB dielectric oil for service to the University Union. It is located outside the south end of the University Union, within a fenced equipment area open to exposure from precipitation.

b. Security – 40 CFR 112.7(e)(9) This tank is totally surrounded by a 7-foot high chain-link fence. The are is illuminated by nearby roadway light during hours of darkness.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

400 gallons

Release would be expected to flow west approximately 35 feet over concrete to the storm drain drop inlet in the west end of the secured electrical area.

Instantaneous

Partial failure of a full tank

1 to 400 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons Same as above. 20 gallons per minute

Pipe failure Up to 400 gallons Same as above. Up to 5 gallons

per minute

Leaking pipe or valve packing

Several ounces to several gallons

Same as above. Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #36 – 320-gallon Transformer Oil Tank (Football Stadium)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 36 (T#45) is the 320-gallon capacity electrical transformer containing non-PCB dielectric oil for service to the Football Stadium. It is located on a concrete slab outside the southwest corner of the Football Stadium, within an enclosed weather-resistant electrical cabinet. Only primary containment is provided.

b. Security – 40 CFR 112.7(e)(9) This storage sits within the perimeter fence that surrounds the Football Stadium. Street light minimally illuminate this area during hours of darkness.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank

320 gallons

Release would be expected to flow over grass to the northeast approximately 50 feet to the nearest storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 320 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this release reaching the storm drain or navigable waters.

20 gallons per minute

Pipe failure Up to 320 gallons

Release would be expected to flow over grass to the northeast approximately 50 feet to the nearest storm drain drop inlet.

Up to 5 gallons per minute

Leaking pipe or valve packing

Several ounces to several gallons

Reasonable person would not anticipate this release reaching the storm drain or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #37 – 1,000-gallon Fuel UST (Facilities Management)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 37 is the 1,000-galion capacity double-walled underground storage tank (UST) located at Facilities Management. Above ground appurtenances are limited to secondary containment in the pump drip pan and vapor recovery nozzle and hose. An extended awning from the garage building provides coverage from exposure by precipitation.

b. Security – 40 CFR 112.7(e)(9) This UST is secured within the Facilities Management Yard. The Yard is secured by a chain-link fence, topped with razor wire. This FM Yard gates are locked between the hours of 6:00 p.m. and 6:00 a.m.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank 1,000 gallons Release would be contained within its

exterior secondary containment tank. Instantaneous

Partial failure of a full tank

1 to 1,000 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons

Release would be expected to flow west across the parking lot approximately 30 feet to the nearest storm drain drop inlet.

20 gallons per minute

Pipe failure Up to 1,000 gallons

Release above grade would be expected to flow west across the parking lot approximately 30 feet to the nearest storm drain drop inlet. Release below grade would saturate soil.

Up to 5 gallons per minute

Leaking pipe or valve packing

Several ounces to several gallons

Same as above. Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #38 – 338-gallon Transformer Oil Tank (Alumni Center)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 38 (T#47) is the 338-gallon capacity electrical transformer containing non-PCB dielectric oil for service to the Alumni Center. It is located on a concrete pad surrounded by bollards in the parking lot of the Alumni Center.

b. Security – 40 CFR 112.7(e)(9) This transformer is easily accessible to the public. However, parking lot lights illuminate the structure during hours of darkness.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Type of Major

Failure Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank 338 gallons

Release might be expected to flow approximately 50 feet south over the asphalt pavement of Parking Lot to the storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 338 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this release reaching the storm drain or navigable waters.

20 gallons per minute

Pipe failure Up to 338 gallons

Release might be expected to flow approximately 50 feet south over the asphalt pavement of Parking Lot to the storm drain drop inlet.

Up to 5 gallons per minute

Leaking pipe or valve packing

Several ounces to several gallons

Reasonable person would not anticipate this release reaching the storm drain or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #39 – 464-gallon Transformer Oil Tank (Modoc Hall)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 39 is the 464-gallon capacity electrical transformer containing non-PCB dielectric oil for service to Modoc Hall. It is located on a concrete pad surrounded on three sides by a wall, and a steel gate on the west side. It is located in the parking lot to the west of Modoc Hall.

b. Security – 40 CFR 112.7(e)(9) This tank surrounded on three sides by a wall, and a locked, steel gate on the west side. Nearby parking lot lights illuminate the transformer during hours of darkness.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Storage Tank No. 39 is the 464-gallon capacity electrical transformer (T#48) containing non-PCB dielectric oil located west to the east of Modoc Hall.

Type of Major Failure

Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank 464 gallons

Release might be expected to flow onto the asphalt pavement outside of the transforms brick wall enclosure and immediately into the storm drain drop inlet just to the north of the structure.

Instantaneous

Partial failure of a full tank

1 to 464 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this release reaching the storm drain or navigable waters.

20 gallons per minute

Pipe failure Up to 464 gallons Same as completed failure of full tank. Up to 5 gallons

per minute

Leaking pipe or valve packing

Several ounces to several gallons

Reasonable person would not anticipate this release reaching the storm drain or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #40 – 267-gallon Transformer Oil Tank (Napa Hall)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 40 is the 267-gallon capacity electrical transformer containing non-PCB dielectric oil for service to Napa Hall. It is located in the flowerbed, on a concrete pad, immediately to the southwest of the North wing of Napa Hall.

b. Security – 40 CFR 112.7(e)(9) This tank is easily accessible to the public. Nearby parking lot lights illuminate the transformer during hours of darkness.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Storage Tank No. 40 is the 267-gallon capacity electrical transformer (T# 49) containing non-PCB dielectric oil located on the west side of Napa Hall.

Type of Major Failure

Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank 267 gallons

Release might be expected to flow approximately 100 feet west-SW over the asphalt pavement of the Parking Lot to the storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 267 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this release reaching the storm drain or navigable waters.

20 gallons per minute

Pipe failure Up to 267 gallons

Release might be expected to flow approximately 100 feet west-SW over the asphalt pavement of the Parking Lot to the storm drain drop inlet.

Up to 5 gallons per minute

Leaking pipe or valve packing

Several ounces to several gallons

Reasonable person would not anticipate this release reaching the storm drain or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #41 – 266-gallon Transformer Oil Tank (Capital Public Radio)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 41 is the 266-gallon capacity electrical transformer containing non-PCB dielectric oil for service to Capital Public Radio. It is located in the flowerbed, on a concrete pad, on the south side of Capital Public Radio.

b. Security – 40 CFR 112.7(e)(9) This tank is easily accessible to the public. Nearby parking lot lights illuminate the transformer during hours of darkness.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Storage Tank No. 41 is the 266-gallon capacity electrical transformer (T#50) containing non-PCB dielectric oil located on the south side of Capital Public Radio.

Type of Major Failure

Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank 266 gallons

Release might be expected to flow approximately 50 feet south over the asphalt pavement of Parking Lot to the storm drain drop inlet.

Instantaneous

Partial failure of a full tank

1 to 266 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons

Reasonable person would not anticipate this release reaching the storm drain or navigable waters.

20 gallons per minute

Pipe failure Up to 266 gallons

Release might be expected to flow approximately 50 feet south over the asphalt pavement of Parking Lot to the storm drain drop inlet.

Up to 5 gallons per minute

Leaking pipe or valve packing

Several ounces to several gallons

Reasonable person would not anticipate this release reaching the storm drain or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #42 – 1,500-gallon Diesel Fuel Storage Tank (AIRC)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 42 is the 1,500-gallon capacity diesel fuel tank, mounted on an emergency generator, for emergency electrical service to the Academic Information Resource Center (AIRC). The generator is located on the east side of the building in between the University Union and the AIRC building.

b. Security – 40 CFR 112.7(e)(9) This tank is easily accessible to the public. However, nearby driveway lights illuminate the generator during hours of darkness.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Storage Tank No. 42 is the 1,500-gallon capacity Kohler Standby Generator Fuel Tank (T#51) located on the east side, across the driveway, of the AIRC building.

Type of Major Failure

Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank 1,500 gallons

Release of diesel fuel would be expected to flow into the planter immediately adjacent to the transformer.

Instantaneous

Partial failure of a full tank

1 to 1,500 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons Same as above. 20 gallons per minute

Pipe failure Up to gallons Same as above. Up to 5 gallons

per minute

Leaking pipe or valve packing

Several ounces to several gallons

Reasonable person would not anticipate this release reaching the storm drain or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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Tank #43 – 338-gallon Transformer Oil Tank (AIRC)

a. Containment and Diversionary Structure – 40 CFR 112.7(b) Storage Tank No. 43 is the 338-gallon capacity electrical transformer containing non-PCB dielectric oil for service to the Academic Information Resource Center (AIRC). The transformer is located on a concrete pad, on the east side of the AIRC building, along the roadway.

b. Security – 40 CFR 112.7(e)(9) This tank is easily accessible to the public. However, nearby driveway lights illuminate the transformer during hours of darkness.

c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) Storage Tank No. 43 is the 338-gallon capacity electrical transformer (T#52) containing non-PCB dielectric oil located on the east side, along the driveway, of the Academic Information Resource Center (AIRC).

Type of Major Failure

Possible Quantity Released

Direction of Flow (relative to storm drainage ditch) Rate of Flow

Complete failure of a full tank 338 gallons

Release of transformer oil would be expected to flow into the planter surrounding the transformer.

Instantaneous

Partial failure of a full tank

1 to 338 gallons Same as above. Gradual to

instantaneous

Tank overfill 1 to many gallons Same as above. 20 gallons per minute

Pipe failure Up to gallons Same as above. Up to 5 gallons

per minute

Leaking pipe or valve packing

Several ounces to several gallons

Reasonable person would not anticipate this release reaching the storm drain or navigable waters.

Gradual to instantaneous

Drain plug removed from rupture basin of day tank and tank fails or leaks

Up to gallons Not applicable.

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XVIII. Maps and Diagrams

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XIX. Appendix A: Inspection Checklists

Appendix A-1: Facility Inspection Checklist Instructions: This inspection record is for the periodic inspections that are conducted at the facility. Place an X in the appropriate box for each item. If any response requires elaboration, do so in the Descriptions and Comments space provided. Further descriptions or comments should be attached on a separate sheet of paper if necessary. Note: Routine inspections are conducted by electricians and the mechanics. Inspection results are maintained in FAMIS.

Item Yes No Descriptions/Comments Tank surfaces show signs of leakage?

Ground or floor around tank(s) show signs of staining?

Tank(s) show signs of damage, rust of deterioration?

Bolts, rivets or seams show signs of damage, rust or deterioration?

Tank supports are deteriorated or buckled?

Level gauges or alarms are inoperative?

Vents are obstructed?

Valve seals or gaskets are leaking?

Pipelines show signs of leakage?

Pipelines or supports are damaged or deteriorated?

Buried pipelines are exposed?

Fencing, gate or lighting is non-functional?

Remarks: Signature: Date:

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Appendix A-2: Secondary Containment Inspection Instructions: Ensure that all secondary containments are free of oil or sheen. Enter the date and time the inspection was performed, and the name of the inspector. Write down any corrective actions taken, and note date and time. Records are to be retained for at least three years.

Inspection If Oil or Sheen in Secondary Containment Week Start

Date Time Inspector

Oil or SheenPresent yes/no) Corrective Action Undertaken Date Time

Provide secondary containment for all drums, containers and tanks of 1 gallon size or larger containing hazardous materials (including hazardous waste liquid). For a single primary container, secondary containment shall be 110% of the volume of the primary containers. For multiple primary containers, secondary containment shall be 150% of the volume of the largest container or 10% of the aggregate volume. Visually inspect all secondary containment weekly and document on this log. Also, where a secondary containment holds >500 gallons, provide automatic leak detection (level sensors) with visual/audible alarm in an occupied area. Containers shall be stored so as to prevent unauthorized access/use or tampering, exposure to rain, and extremes of temperature, and with sufficient ventilation to preclude accumulation of unsafe or unhealthy vapor levels. Secondary containment shall be free of oil or sheen at all times.

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XX. Appendix B: Emergency Release Follow-up Notice

EMERGNCY RELEASE FOLLOW-UP NOTICE REPORTING FORM INSTRUCTIONS

(This form may be reproduced, a needed) GENERAL INFORMATION: Chapter 6.95 of Division 20 of the California Health and Safety Code requires that written emergency release follow-up notices prepared pursuant to 42 U.S.C. § 11004, be submitted using this reporting form. Non-permitted releases of reportable quantities of Extremely Hazardous Substances (listed in 40 CFR 355, appendix A) or of chemicals that require release reporting under section 103(a) of the Comprehensive Environmental Response, Compensation, and Liability Act of 1980 [42 USC § 9603(a)] must be reported on the form, as soon as practicable, but no later than 30 days, following a release. The written follow-up report is required in addition to the verbal notification. BASIC INSTRUCTIONS: The form, when filled out, reports follow-up information required by 42 USC § 11004. Ensure that all information requested by the form is provided as completely as possible. If the incident involves reportable releases of more than one chemical, prepare one report form for each chemical released. If the incident involves a series of separate releases of chemical(s) at different times, the releases should be reported on separate reporting forms. SPECIFIC INSTRUCTIONS: Block A: Enter the name of the business and the name and phone number of a contact person who can provide detailed facility information concerning the release. Block B: Enter the date of the incident and the time that verbal notification was made to OES. The OES control number is provided to the caller by OES at the time verbal notification is made. Enter this control number in the space provided. Block C: Provide information pertaining to the location where the release occurred. Include the street address, the city or community, the county and the zip code. Block D: Provide information concerning the specific chemical that was released. Include the chemical or trade name and the chemical Abstract Service (CAS) number. Check all categories that apply. Provide best available information on quantity, time and duration of the release. Block E: Indicate all actions taken to respond to and contain the release as specified in 42 USC § 11004(c). Block F: Check the categories that apply to the health effects that occurred or could result from the release. Provide an explanation or description of the effects in the space provided. Use Block H for additional comments/information if necessary to meet requirements specified in 42 USC § 11004(c). Block G: Include information on the type of medical attention required for exposure to the chemical released. Indicate when and how this information was made available to individuals

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exposed and to medical personnel, if appropriate for the incident, as specified in 42 USC § 11004(c). Block H: List any additional pertinent information. Block I: Print or type the name of the facility representative submitting the report. Include the official signature and the date that the form was prepared.

MAIL THE COMPLETED REPORT TO:

Chemical Emergency Planning and Response Commission (CEPRC) / Local Emergency Planning Committee (LEPC) Attn: Section 304 Reports 2800 Meadowview Road Sacramento, CA 95832

NOTE: Authority cited: Sections 25503, 25503.1 and 25507.1, Health and Safety Code. Reference: Sections 25503(b)(4), 25503.1, 25507.1, 25518 and 25520, Health and Safety Code.

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Table of Contents I. INTRODUCTION........................................................................................................................................2

II. DEFINITIONS ...........................................................................................................................................3

III. SPCC PLAN REVIEW - 40 CFR 112.5....................................................................................................4

IV. FACILITY INFORMATION.......................................................................................................................5

V. PAST SPILL HISTORY - 40 CFR 112.7(A) ..............................................................................................8

VI. DEMONSTRATION OF PRACTICABILITY - 40 CFR 112. 7( D) ............................................................8

VII. FACILITY DRAINAGE - 40 CFR 112.7(E)(1) .........................................................................................8

VIII. BULK STORAGE TANKS - 40 CFR 112.7(E)(2)...................................................................................9

IX. FACILITY TRANSFER OPERATIONS, PUMPING, AND IN-PLANT PROCESSES 40 CFR 112.7(E)(3)......................................................................................................................................................................9

X. FACILITY TANK TRUCK LOADING/UNLOADING - 40 CFR 112.7(E)(4) ...............................................9

XI. OIL PRODUCTION FACILITIES (ONSHORE) - 40 CFR 112.7(E)(5).....................................................9

XII. OIL DRILLING AND WORKOVER FACILITIES (ONSHORE) - 40 CFR 112.7(E)(6) ..........................10

XIII. OIL DRILLING, PRODUCTION, OR WORKOVER FACILITIES (OFFSHORE) 40 CFR 112.7(E)(7) 10

XIV. INSPECTION AND RECORDS - 40 CFR 112.7(E)(8)........................................................................10

XV. PERSONNEL, TRAINING, AND SPILL PREVENTION PROCEDURES 40 CFR 112.7(E)(10) .........10

XVI. EPA FACILITY RESPONSE PLAN (FRP) CERTIFICATION OF APPLICABILITY 40 CFR 112.20(E)....................................................................................................................................................................13

XVII. CONTAINMENT, SECURITY, SPILL VOLUMES AND RATES - 40 CFR 112.7(B) & (C) ................14 A. CONTAINMENT AND DIVERSIONARY STRUCTURE – 40 CFR 112.7(C) .......................................................14 B. SECURITY - 40 CFR 112.7(E)(9) ...........................................................................................................14 C. POTENTIAL SPILL VOLUMES AND RATES – 112.7 (B) ...............................................................................14 TANK # 1 – 1000-GALLON DIESEL FUEL STORAGE (FM CONVAULT AST) ....................................................15

a. Containment and Diversionary Structure – 40 CFR 112.7(c) ........................................................15 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................15 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................15

TANK # 2 – 750-GALLON DIESEL FUEL AST (LS1 GENERATOR) ..................................................................16 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................16 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................16 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................16

TANK #3 – 400-GALLON DIESEL FUEL TANK (SEQ. HALL GENERATOR) ........................................................17 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................17 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................17 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................17

TANK #4 – 220-GALLON DIESEL FUEL TANK (STADIUM GENERATOR)...........................................................18 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................18 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................18

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c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................18 TANK #5 – 180-GALLON DIESEL FUEL TANK (CAPISTRANO - ONAN GENERATOR)........................................19

a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................19 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................19 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................19

TANK #6 – 70-GALLON DIESEL FUEL TANK (LS4 GENERATOR)....................................................................20 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................20 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................20 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................20

TANK #7 – 50-GALLON DIESEL FUEL TANK (PUBLIC SAFETY GENERATOR)...................................................21 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................21 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................21 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................21

TANK #8 – 55-GALLON OIL STORAGE (FM AUTOMOTIVE) ............................................................................22 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................22 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................22 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................22

TANK #9 – 55-GALLON HAZMAT STORAGE (RIVERSIDE HALL)......................................................................23 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................23 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................23 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................23

TANK #10 – 55-GALLON HAZMAT STORAGE VAULT (CENTRAL PLANT).........................................................24 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................24 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................24 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................24

TANK #11 – 55-GALLON HAZMAT STORAGE (FM PAINT SHOP) ...................................................................25 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................25 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................25 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................25

TANK #12 – 149-GALLON TRANSFORMER OIL TANK (SACRAMENTO HALL) ..................................................26 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................26 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................26 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................26

TANK #13 – 203-GALLON TRANSFORMER OIL TANK (PLACER HALL) ...........................................................27 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................27 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................27 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................27

TANK #14 – 122-GALLON TRANSFORMER OIL TANK (MARIPOSA HALL) .......................................................28 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................28 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................28 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................28

TANK #15 – 203-GALLON TRANSFORMER OIL TANK (SHASTA HALL)............................................................29 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................29 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................29 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................29

TANK #16 – 157-GALLON TRANSFORMER OIL TANK (BRIGHTON HALL) ........................................................30 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................30 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................30 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................30

TANK #17 – 116-GALLON TRANSFORMER OIL TANK (YOSEMITE HALL) ........................................................31 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................31 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................31 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................31

TANK #18 – 207-GALLON TRANSFORMER OIL TANK (FM LOCK SHOP).........................................................32 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................32 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................32 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................32

TANK #19 – 517-GALLON TRANSFORMER OIL TANK (LASSEN HALL) ............................................................33 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................33 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................33

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c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................33 TANK #20 – 323-GALLON TRANSFORMER OIL TANK (TAHOE HALL)..............................................................34

a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................34 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................34 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................34

TANK #21 – 157-GALLON TRANSFORMER OIL TANK (EUREKA HALL)............................................................35 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................35 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................35 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................35

TANK #22 – 440-GALLON TRANSFORMER OIL TANK (LIBRARY 1 & 2)...........................................................36 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................36 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................36 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................36

TANK #23 – 505-GALLON TRANSFORMER OIL TANK (LIBRARY 1 & 2)...........................................................37 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................37 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................37 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................37

TANK #24 – 199-GALLON TRANSFORMER OIL TANK (FIELD HOUSE) ............................................................38 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................38 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................38 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................38

TANK #25 – 355-GALLON TRANSFORMER OIL TANK (MENDOCINO HALL) .....................................................39 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................39 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................39 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................39

TANK #26 – 227-GALLON TRANSFORMER OIL TANK (UNIVERSITY UNION) ....................................................40 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................40 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................40 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................40

TANK #27 – 225-GALLON TRANSFORMER OIL TANK (RIVERSIDE HALL)........................................................41 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................41 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................41 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................41

TANK #28 – 227-GALLON TRANSFORMER OIL TANK (SEQUOIA HALL) ..........................................................42 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................42 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................42 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................42

TANK #29 – 199-GALLON TRANSFORMER OIL TANK (ASI CHILDREN’S CENTER)...........................................43 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................43 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................43 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................43

TANK #30 – 152-GALLON TRANSFORMER OIL TANK (ART SCULPTURE LAB).................................................44 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................44 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................44 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................44

TANK #31 – 281-GALLON TRANSFORMER OIL TANK (PARKING LOT 7) .........................................................45 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................45 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................45 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................45

TANK #32 – 150-GALLON TRANSFORMER OIL TANK (PARKING LOT 8) .........................................................46 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................46 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................46 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................46

TANK #33 – 152-GALLON TRANSFORMER OIL TANK (PARKING LOT 4) .........................................................47 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................47 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................47 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................47

TANK #34 – 2,670-GALLON ELECTRICAL SUBSTATION (PARKING LOT 10) ....................................................48 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................48 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................48

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c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................48 TANK #35 – 400-GALLON TRANSFORMER OIL TANK (UNIVERSITY UNION) ....................................................49

a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................49 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................49 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................49

TANK #36 – 320-GALLON TRANSFORMER OIL TANK (FOOTBALL STADIUM)...................................................50 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................50 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................50 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................50

TANK #37 – 1,000-GALLON FUEL UST (FACILITIES MANAGEMENT) .............................................................51 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................51 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................51 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................51

TANK #38 – 338-GALLON TRANSFORMER OIL TANK (ALUMNI CENTER)........................................................52 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................52 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................52 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................52

TANK #39 – 464-GALLON TRANSFORMER OIL TANK (MODOC HALL) ............................................................53 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................53 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................53 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................53

TANK #40 – 267-GALLON TRANSFORMER OIL TANK (NAPA HALL)...............................................................54 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................54 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................54 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................54

TANK #41 – 266-GALLON TRANSFORMER OIL TANK (CAPITAL PUBLIC RADIO)..............................................55 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................55 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................55 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................55

TANK #42 – 1,500-GALLON DIESEL FUEL STORAGE TANK (AIRC)...............................................................56 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................56 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................56 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................56

TANK #43 – 338-GALLON TRANSFORMER OIL TANK (AIRC) .......................................................................57 a. Containment and Diversionary Structure – 40 CFR 112.7(b) ........................................................57 b. Security – 40 CFR 112.7(e)(9) .......................................................................................................57 c. Potential Spill Volumes and Rates – 40 CFR 112.7(b) ..................................................................57

XVIII. MAPS AND DIAGRAMS ...................................................................................................................58

XIX. APPENDIX A: INSPECTION CHECKLISTS.......................................................................................59

XX. APPENDIX B: EMERGENCY RELEASE FOLLOW-UP NOTICE........................................................61