SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN FOR RUTGERS, THE STATE UNIVERSITY OF NEW JERSEY. Busch/Livingston Campus Piscataway, New Jersey

Transcription

1 SPILL PREVENTION CONTROL AND COUNTERMEASURE PLAN FOR RUTGERS, THE STATE UNIVERSITY OF NEW JERSEY Busch/Livingston Campus Piscataway, New Jersey Original Date of Plan: February 2000 Date of Last Plan Amendment/P.E. Certification: June 2003; September 2004 Date of Last Plan Review: January 6, 2016 CERTIFICATION I hereby certify that I have examined the facility, and being familiar with the provisions of 40 CFR part 112, and have visited this facility, attest that this SPCC Plan has been prepared in accordance with good engineering practices, including consideration of applicable industry standards, and that procedures for inspection and testing have been established, and that the plan is adequate for this facility. Engineer: Registration Number: State: Signature: Date: New Jersey S:Projects\Rutgers\SPCC Plan/Busch_Liv\SPCC Plan update 11415

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3 TABLE OF CONTENTS TABLE OF CONTENTS... iii LIST OF FIGURES...v LIST OF TABLES...v LIST OF ATTACHMENTS...v 1. FACILITY OWNER AND OPERATOR Facility Owner, Address, and Telephone Facility Operator, Address and Telephone FACILITY CONTACT(s) FACILITY DESCRIPTION Facility Operations Facility Oil Storage Drainage Pathways and Distance to Navigable Waters Busch Campus Livingston Campus SPILL HISTORY POTENTIAL SPILL PREDICTIONS PREVENTION MEASURES PROVIDED Summary of Spill Prevention and Control Measures Facility Drainage Drainage from diked storage areas Valves used on diked area storage Drainage systems from undiked areas Final discharge of drainage Facility Drainage Systems and Equipment Bulk Storage Tanks and Secondary Containment Tank compatibility with its contents Diked area construction and containment volume for storage tanks Diked area, inspection and drainage of rainwater Corrosion protection of buried metallic storage tanks Corrosion protection of partially buried metallic tanks Aboveground tank periodic integrity testing Control of leakage through internal heating coils Tank installation fail-safe engineered Observation of disposal facilities for effluent discharge...22 Busch/Livingston Campus Page iii

4 Visible oil leak corrections from tank seams and gaskets Appropriate position of mobile or portable oil storage tanks Bulk Storage Piping Underground Piping Provisions for piping not in service Aboveground Piping Support Aboveground valve and pipeline examination Aboveground piping protection from vehicular traffic Facility Truck Unloading Unloading procedures meet DOT regulations Secondary containment for tank trucks Warning or barrier system for vehicles Vehicles examined for lowermost drainage outlets before leaving Inspections and Recordkeeping Site Security Fencing Flow valves locked Starter controls locked Fill piping connections securely capped Lighting adequate to detect spills Personnel Training and Spill Prevention Procedures Personnel instructions Designated person accountable for spill prevention Spill prevention briefings Spill Control Equipment Emergency Contacts...27 Busch/Livingston Campus Page iv

5 LIST OF FIGURES Figure 1. Site Location Map LIST OF TABLES Table 1. Facility Contacts... 1 Table 2. Summary of Locations of Oil Storage at Busch Campus... 3 Table 3. Summary of Locations of Oil Storage at Livingston Campus... 5 Table 4. Spill History... 7 Table 5. Summary of Potential Spill Predictions and Prevention Measures at Busch Campus... 9 Table 6. Summary of Potential Spill Predictions and Prevention Measures at Livingston Campus Table 7. Summary of AST/UST Compatibility with Contents for Busch Campus Table 8. Summary of AST/UST Compatibility with Contents for Livingston Campus Table 9. Summary of Fail-Safe Engineering Systems Table 10. Emergency Contacts LIST OF ATTACHMENTS Attachment A. Certification of the Applicability of the Substantial Harm Criteria (40 CFR ) Attachment B. Monthly Facility Inspection Checklist Attachment C. Standard Operating Procedure - Tank Truck Unloading Busch/Livingston Campus Page v

6 1. FACILITY OWNER AND OPERATOR 1.1. Facility Owner, Address, and Telephone Rutgers, The State University of New Jersey Old Queens 83 Somerset Street New Brunswick, NJ Facility Operator, Address and Telephone Rutgers, The State University of New Jersey Rutgers Environmental Health and Safety Building 4086, Livingston Campus 27 Road 1 Piscataway, New Jersey (848) FACILITY CONTACT(S) Table 1. Facility Contacts Name Title Telephone Facilities, Office of Director Facility Representative (848) Utilities, Office of Director Utilities Representative (848) REHS Representative Environmental Health and Safety Office (848) FACILITY DESCRIPTION 3.1. Facility Operations 112.7(a)(3) Describe in your Plan the physical layout of the facility and include a facility diagram, which must mark the location and contents of each container. The facility diagram must include completely buried tanks that are otherwise exempted from the requirements of this part under 112.7(d)(4). The facility diagram must also include all transfer stations and connecting pipes. The Busch/Livingston Campus of Rutgers University is located in Piscataway, New Jersey on the northern side of the Raritan River (Figure No. 1). There are a total of forty-nine (49) areas on the Busch Campus and twenty (21) areas at the Livingston Campus of Rutgers where petroleum products are stored. Of the seventy-two (70) areas, seven (7) are underground storage tanks (USTs), fifty-six (56) are aboveground storage tanks (ASTs), five (5) are 55-gallon drum storage areas and three (3) are areas with electrical transformers. Various types of petroleum product are stored in the tanks, including No. 2 fuel oil, diesel fuel, unleaded gasoline and waste Busch/Livingston Campus Page 1

7 oil. The No. 2 fuel oil and diesel fuel are stored in ASTs and USTs for use in boilers that heat buildings and fuel emergency generators, while the unleaded gasoline is stored in both ASTs and USTs to fuel trucks and equipment. The USTs and ASTs at the facility receive product by common carrier via tank truck. Typically, product is delivered by a 3,000-gallon compartmentalized truck which pumps at a rate of 50 to 65 gallons per minute. For the 40,000-gallon USTs at Building 3540 on the Busch Campus, a 7,000-gallon tank truck is used. The No. 2 fuel oil is delivered to the UST from the tank truck solely by gravity. Product is distributed from the storage tanks to boilers, emergency generators and fuel dispensers via both underground and aboveground piping. The buildings on the Busch/Livingston Campus are generally open all day, year-round. Rutgers personnel from Environmental Health and Safety can be reached at all times to respond to an incident regarding the product storage areas Facility Oil Storage 112.7(a)(3)(i) The type of oil in each container and its storage capacity. The following table summarizes the location, size and type of oil storage areas at the Busch/Livingston Campus. The oil storage areas include ASTs, USTs, drum storage and the electrical substation for the Campuses. In addition to these areas, smaller quantities of oil are stored in temporary portable storage tanks, in hydraulic systems for building elevators and in transformers that service buildings. Portable storage tanks are typically emplaced for temporary use at construction sites. The tanks store diesel fuel for use in construction vehicles and equipment. The tanks range in size but are typically 275 gallons. Hydraulic oil is used in several building elevator systems. The hydraulic system that is used consists of a long piston that moves up and down within a cylinder. The car moves up when oil is pumped into the cylinder from a reservoir, raising the piston. The car is lowered when the oil returns to the reservoir. The reservoirs store approximately 70 to 80 gallons of hydraulic oil. Small pole-mounted and pad-mounted electrical transformers are located at many of the buildings at the Busch/Livingston Campus. The transformers generally store a small quantity of dielectric oil. Busch/Livingston Campus Page 2

8 Table 2. Summary of Locations of Oil Storage at Busch Campus Building No. Building Name Volume (gallons) Contents Aboveground Storage Tanks 3540 Central Heat 550 Used Oil 3540 Central Heat 690 Diesel Fuel 3892 Environmental Services 225 Diesel Fuel Stadium East Stadium West Stadium South Diesel Fuel Diesel Fuel Diesel Fuel 3522 Bubble 600 Diesel Fuel 3555 Motor Pool Service Garage 275 Used Oil 3556 Wright Chemistry 275 Diesel Fuel 3558 Engineering B-Wing 275 Diesel Fuel 3559 Nelson D-Wing 2 x 250 Diesel Fuel Cell Repository Cell Repository 1, Diesel Fuel Diesel Fuel 3559 Cell Repository 1800 Diesel Fuel 3750 Pharmacy 250 Diesel Fuel 3573 Waksman Institute 250 Diesel Fuel 3688 RWJMS Generator Day Tank 75 Diesel fuel 3689 SPH Research Bldg Generator 4000 Diesel Fuel 3691 Stage II (Staged Research) 275 Diesel Fuel 3751 Administrative Services 2,000 No. 2 fuel oil 3697 UBHC 1,700 Diesel Fuel 3752 Hill Center 1,000 Diesel Fuel 3757 Psychology 250 Diesel Fuel 3800 Marvin Apts. Lift Station 60 No. 2 fuel oil 3826 Nichol Converter BLDG. 275 Diesel Fuel 3831 Marvin Converter BLDG. 275 Diesel Fuel 3832 Golf Course Maintenance Shop Split Tank 500/500 Unleaded gas Diesel Fuel 3862 Cancer Research 200 Diesel Fuel 3866 CABM Generator Day Tank 75 Diesel fuel 3877 McCormick Dorms 250 Diesel Fuel SPCC Plan 3881 Sonny Werblin Rec. Center 250 January Diesel 2016 Fuel Busch/Livingston Campus Page 3

9 Building No. Building Name Volume (gallons) Contents 3883 Computer Research 250 Diesel Fuel 3888 Soccer/ Lacrosse Field 100 Diesel Fuel 3903 Proteomics 1000 Diesel Fuel Tunnel (Utilities) 550 Diesel Fuel Oil-Filled Electrical Equipment Near 3553 Busch Substation 1,000 Transformer oil Drums/Containers 3540 Central Heating Plant <550 Motor oil & No. 2 fuel oil 3555 Motor Pool Service Garage <550 Motor oil & No. 2 fuel oil 3688 RWJMS Mechanic Shop <220 Lubricating Oil 3832 Golf Course Maintenance Shop <100 Used Oil 3892 Environmental Services <550 Motor oil & Diesel Fuel Total Aboveground Storage 24,475 Underground Storage Tanks 3540* Central Heating Plant 40,000 No. 2 fuel oil 3540* Central Heating Plant 40,000 No. 2 fuel oil 3540* Central Heating Plant 40,000 No. 2 fuel oil 3552* Sewage Treatment Plant 10,000 Unleaded gas 3552* Sewage Treatment Plant 6,000 Diesel fuel 3688* RWJMS Generator 2,000 Diesel fuel 3866* CABM Generator 5,000 Diesel fuel Total Underground Storage 143,000 *Exempt as per 40CFR (d) (4). These locations are excluded from the combined total storage and do not require monthly facility inspections. Busch/Livingston Campus Page 4

10 Table 3. Summary of Locations of Oil Storage at Livingston Campus Building No. Building Name Volume (gallons) Contents Aboveground Storage Tanks Gordon Road 250 Diesel Fuel 4100 Grounds Service Garage 550 Diesel Fuel 4101 Utility Maintenance Shop (Portable) Utility Maintenance Shop (Portable) No. 2 Fuel oil No. 2 Fuel oil 4117 Facilities Maintenance 78 Diesel Fuel 4136 Levin 250 Diesel Fuel 4138 Quad1 275 Diesel Fuel 4140 Quad Diesel Fuel 4143 Quad Diesel Fuel 4145 Beck Hall 300 Diesel Fuel 4146 Tillet Hall 350 Diesel Fuel 4152 North & South Towers 275 Diesel Fuel 4153 Lucy Stone 275 Diesel Fuel 4156 RAC Gym 250 Diesel Fuel 4177 Housing Bldg A 500 Diesel Fuel 4178 Housing Bldg B 500 Diesel Fuel 4179 Housing Bldg C 500 Diesel Fuel 4180 Housing Bldg D/Converter 500 Diesel Fuel 4181 Business School 750 Diesel Fuel N/A Pump House 200 Diesel Fuel Oil-Filled Electrical Equipment 4114 Livingston Transformer Storage 1,000 Transformer oil Road 3 Substation 360 Transformer oil Busch/Livingston Campus Page 5

11 Table 3. Summary of Locations of Oil Storage at Livingston Campus Building No. Building Name Volume (gallons) Contents Drums/Containers NA Total Aboveground Storage 8, Drainage Pathways and Distance to Navigable Waters Description of facility s proximity to bays, rivers, streams (perennial or intermittent), creeks, ditches, flood control channels, storm drains, and other waterways. Hydrological systems are described Busch Campus There are four unnamed tributaries which are known to discharge to the Raritan River proximate to the Busch Campus. One is located north of the Davidson Residence Halls, one is to the west/southwest of the entire campus, one is to the south and one is to the east and south. Each tributary is described further below. The unnamed tributary north of the Davidson Residence Halls is approximately 550 feet from the Busch Campus. This tributary drains to the north into Ambrose Brook. The tributary intersects with Ambrose Brook approximately 2,000 feet downstream of Lake Nelson. Ambrose Brook flows to the northwest where it eventually discharges to the Raritan River near South Bound Brook. The closest oil storage area (Building 3552 USTs) to this unnamed tributary is located approximately 700 feet to the south. The unnamed tributary west/southwest of the Busch Campus is approximately 400 feet from the Busch Campus. This tributary originates at a location parallel to the University Behavioral Healthcare Center. The tributary flows to the southwest for approximately 5,000 feet where it discharges to the Raritan River. There are no oil storage locations near this tributary. Of the remaining two tributaries, one is located 1,200 feet south of William Levine Hall (Pharmacy Building). This tributary originates at an irrigation pond on the Rutgers golf course. The tributary serves as an overflow for the pond and flows to the south 3,500 feet where it discharges to the Raritan River. There are no oil storage locations near this tributary. Busch/Livingston Campus Page 6

12 The other tributary to the east and south of the Busch Campus is located along the western side of Metlars Lane. This tributary originates northeast of the campus and flows to the south where it discharges to the Raritan River. The closest oil storage area (Building 3800 AST) is approximately 400 feet west of this tributary. Storm drains are located along many of the public streets and in various areas adjacent to the buildings on the Busch Campus. These storm drains collect surface water, which is then piped to the Piscataway/Edison storm sewer system. The storm sewer system eventually discharges to the Raritan River. Besides the small irrigation pond on the Rutgers golf course, there is only one other surface water body on the Busch Campus. A small lake is located immediately east of the Davidson Residence Halls. The lake collects surface water from adjacent areas of the campus. The closest oil storage area (Building 3552 USTs) is located approximately 100 feet to the west Livingston Campus There is one unnamed tributary which discharges to the Raritan River proximate to the Livingston Campus. The unnamed tributary is located approximately 400 feet southwest of Building This tributary flows to the south into a natural but unnamed lake in Johnson Park. The lake also contains an outfall to the Raritan River. The closest oil storage area (Building 4117 AST) is located approximately 1,500 feet to the northeast. Storm drains are located along many of the streets and in various areas adjacent to the buildings on the Livingston Campus. These storm drains collect surface water, which is then piped to the Piscataway/Edison storm sewer system. 4. SPILL HISTORY 112.7(a) A facility which has experienced one or more spill events within twelve months prior to the effective date of this part should include a written description of each such spill, corrective action taken and plans for preventing recurrence. Table No. 4 indicates that no spills have occurred on this campus. Table 4. Spill History Location/Date /Time of Spill Type & Amount Spilled Cause Affected Watercourses Damages & Cost of Damages Cleanup Cost Corrective Action None Busch/Livingston Campus Page 7

13 5. POTENTIAL SPILL PREDICTIONS 112.7(b) Where experience indicates a reasonable potential for equipment failure (such as loading and unloading equipment, tank overflow, rupture, or leakage, or any other equipment known to be a source of a discharge), include in your Plan 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 type of major equipment failure. Tables 5 and 6 summarize the predicted direction, rate of flow and total quantity of oil that would be discharged at storage areas where there is a reasonable potential for equipment failure, at the Busch and Livingston Campuses, respectively. In summary, the only oil storage areas where there is a potential for a discharge to a navigable waterway are at tank truck unloading areas located near storm water catch basins. There is little to no potential for a discharge to a navigable waterway at other oil storage areas, because there are no ASTs without overfill protection and secondary containment located adjacent to a surface water body or storm water catch basin on either campus; and all the USTs are equipped with overfill protection, leak detection and corrosion protection in accordance with N.J.A.C. 7:14B-4. Busch/Livingston Campus Page 8

14 Table 5. Summary of Potential Spill Predictions and Prevention Measures at Busch Campus Busch Campus -- Rutgers, The State University of New Jersey Building No. Size & Contents Type of Failure Total Volume (gallons) Flow Rate (gpm) Direction of Flow Location of Dischar ge Spill Prevention M easures Prevention M easure or Corrective Action Aboveground Storage Tanks 3751 ASB Overfill 2, South asphalt driveway Portable overfill signal, metered delivery 1, G No. 2 Fuel Rupture, leakage 2,000 - South asphalt driveway None Oil Unloading pipe rupture South asphalt driveway None M arvin Lift Overfill North gravel Portable overfill signal, metered delivery 1, 3 60-G No. 2 Fuel Oil Rupture, leakage 60 - North gravel None Unloading pipe rupture South asphalt driveway None Golf Overfill OP Audible alarm 1, 2, G Unleaded Rupture, leakage SC Containment vault w/ Gasoline capacity of 1,100 Gallons 500-G Diesel Oil Unloading pipe rupture South grass None CHP Overfill OP Audible alarm 550 G Rupture, leakage SC None Used Oil Unloading pipe rupture NA N/A South asphalt driveway None CHP Overfill Portable overfill signal, 1, 3 metered delivery Rupture, Leakage None 690 G - Diesel Unloading pipe rupture South gravel None ESB Overfill building Gauge 75-G Diesel Rupture, Leakage building None Unloading pipe rupture South asphalt driveway None Stadium Overfill Gauge 180 G - Diesel Rupture, Leakage None Unloading pipe rupture South asphalt driveway None 1 Notes SPCC Plan Busch/Livingston Campus February 2014

15 Table 5. Summary of Potential Spill Predictions and Prevention Measures at Busch Campus Busch Campus -- Rutgers, The State University of New Jersey Building No. Size & Contents Type of Failure Total Volume (gallons) Flow Rate (gpm) Direction of Flow Location of Dischar ge Spill Prevention M easures Prevention M easure or Corrective Action 3500 Stadium Overfill Gauge 2 x 250 G - Diesel Rupture, Leakage None Unloading pipe rupture South asphalt driveway None Garage Overfill OP Audible alarm 275 G Rupture, leakage SC None Used Oil Unloading pipe rupture NA N/A South building None Wright Overfill Audible alarm Chemistr y 275 G - Diesel Rupture, Leakage tank contained w/ SC on skid Unloading pipe rupture North grass None Cell Overfill 1, Audible alarm Repository Rupture, Leakage 1, tank contained w/ SC on skid 1000 G - Diesel Unloading pipe rupture South asphalt driveway None Cell Overfill Audible alarm Repository 600 G - Diesel Rupture, Leakage tank contained w/ SC on skid Unloading pipe rupture South asphalt driveway None Nelson D- Overfill Portable overfill signal, Wing metered delivery 2 x 250G - Diesel Rupture, Leakage tank w/sc Unloading pipe rupture None Cell Overfill 1, Audible alarm Repository 1800 G - Diesel Rupture, Leakage 1, tank contained w/ SC on skid Unloading pipe rupture South asphalt driveway None Waksman Overfill asphalt driveway Gauge 250G - Diesel Rupture, Leakage building tank w/sc Unloading pipe rupture asphalt driveway None Psychology Overfill asphalt driveway Gauge 250G - Diesel Rupture, Leakage building Building containment Unloading pipe rupture asphalt driveway None Marvin Conv. Overfill Gauge 200G - Diesel Rupture, Leakage Building containment Unloading pipe rupture None Nichol Conv. Overfill gravel Gauge 200G - Diesel Rupture, Leakage asphalt driveway tank w/sc Unloading pipe rupture None M ccormick Overfill asphalt driveway Gauge 250G - Diesel Rupture, Leakage building Building containment Unloading pipe rupture asphalt driveway None UBHC Overfill 1, asphalt driveway Gauge 1700G - Diesel Rupture, Leakage 1, building tank on skid w/sc Unloading pipe rupture asphalt driveway None 1 Notes SPCC Plan Busch/Livingston Campus February 2014

16 Table 5. Summary of Potential Spill Predictions and Prevention Measures at Busch Campus Busch Campus -- Rutgers, The State University of New Jersey Building No. Size & Contents Type of Failure Total Volume (gallons) Flow Rate (gpm) Direction of Flow Location of Dischar ge Spill Prevention M easures Prevention M easure or Corrective Action 3750 Pharmacy Overfill asphalt driveway Gauge 250G - Diesel Rupture, Leakage building Building containment Unloading pipe rupture asphalt driveway None Werblin Overfill asphalt driveway Gauge 250G - Diesel Rupture, Leakage building Building containment Unloading pipe rupture asphalt driveway None Computer Overfill asphalt driveway Gauge 250G - Diesel Rupture, Leakage building Building containment Unloading pipe rupture asphalt driveway None Soccer Field Overfill gravel Gauge 100G - Diesel Rupture, Leakage Secondary containment pallet Secondary Containment/ Skid Unloading pipe rupture gravel None Engineering B-Overfill grass Gauge 275G - Diesel Rupture, Leakage building Building containment Unloading pipe rupture grass None Cancer Overfill asphalt driveway Gauge Research 200G - Diesel Rupture, Leakage Grass/Gravel tank contained w/ secondary on skid Unloading pipe rupture None Hill Center Overfill 1, Southeast Gravel/ Grass Gauge 1000G - Diesel Rupture, leakage 1, Gravel/ Grass tank contained w/ secondary on skid Unloading pipe rupture Gravel/ Grass None 1, Bubble Overfill asphalt driveway Gauge 600-G Diesel Rupture, Leakage Gravel/Grass tank contained w/ secondary on skid Unloading pipe rupture South asphalt driveway None Proteomics Overfill 1, South asphalt driveway Gauge 1000G - Diesel Rupture, leakage 1, asphalt driveway tank contained w/ SC on Unloading pipe rupture asphalt driveway Audible alarm RWJMS Overfill NA 65 - NA NA 75-G Diesel Day Rupture, Leakage building Building containment Tank Unloading pipe rupture NA 65 building None 3689 SPH Research Overfill 1, South asphalt driveway Gauge 4000G - Diesel Rupture, leakage 1, asphalt driveway tank contained w/ SC on skid Unloading pipe rupture asphalt driveway Audible alarm 1 Notes 3691 Staged Overfill asphalt driveway Gauge Research 275-G Diesel Rupture, Leakage Gravel/Grass tank contained w/ SC on skid Unloading pipe rupture West Gravel/Grass None CABM Day Overfill NA NA building NA 75G - Diesel Rupture, leakage building building containment Unloading pipe rupture NA NA - asphalt driveway None 1 SPCC Plan Busch/Livingston Campus February 2014

17 Table 5. Summary of Potential Spill Predictions and Prevention Measures at Busch Campus Busch Campus -- Rutgers, The State University of New Jersey Building No. Size & Contents Type of Failure Total Volume (gallons) Flow Rate (gpm) Direction of Flow Location of Dischar ge Spill Prevention M easures Prevention M easure or Corrective Action Underground Storage Tanks 3540 CHP Overfill OP Visual/audible alarms (3) 40,000-G No. 2 Leakage CP Double-walled with outer fiberglass-coated steel and interstitial monitoring Unloading pipe failure East catch basin in Davidson Road Catch basin cover 1, Sewer Overfill OP Visual/audible alarms 10,000-G Unleaded Leakage CP Double-walled with outer Gasoline & 6,000-G Diesel fiberglass-coated steel and interstitial monitoring Unloading pipe failure West catch basin in grass Diversion booms & catch basin cover RWJMS Overfill OP Visual/audible alarms 2,000-G Diesel Leakage CP Double-walled with outer fiberglass-coated steel and interstitial monitoring Unloading pipe failure East asphalt driveway Diversion booms 1, CABM Overfill OP Visual/audible alarms 5,000-G Diesel Leakage CP Double-walled with outer fiberglass-coated steel and interstitial monitoring Unloading pipe failure West asphalt driveway Diversion booms 1 Oil-Filled Electrical Equipment Busch Substation Overfill ,000-G Electrical Leakage SC Concrete containment and Transformer curbing Unloading pipe failure Drums/Containers 3540 CHP <10 55-G Drums 3555 Busch Garage <10 55-G Drums Drum rupture In building Secondary containment pallet or in building Drum rupture In building Secondary containment pallet or in building Secondary containment pallet or onto impervious building floor Secondary containment pallet or onto impervious building floor Notes 3852 Golf Course <10 55-G Drums 3892 ESB <10 55-G Drums 3834 Busch Campus Center <4 55-G Drums 3688 RWJM S mechanic shop <4 55-G Drums Drum rupture In building Secondary containment pallet or in building Drum rupture In building Secondary containment pallet or in building Drum rupture East Secondary containment pallet Drum rupture In building Secondary containment pallet or in building Secondary containment pallet or onto impervious building floor Secondary containment pallet or onto impervious building floor Secondary containment pallet Secondary containment pallet or onto impervious building floor Abbreviations: OP Tank is equipped with overfill protection. AST Aboveground Storage Tank. CP Tank is equipped with corrosion protection. UST Underground Storage Tank. SC Tank is equipped with secondary containment. gpm Gallons per minute. - Not applicable. Notes: 1 The volume of the worst-case overfill was estimated by calculating the estimated delivery flow rate (a maximum of 65 gallons per minute) by the maximum time in which it would take the delivery person to notice the overfill (assumed to be 5 minutes). 2 Volume equals the difference of 325 gallons (5 minutes x 65 gpm) and 300 gallons (secondary containment volume). 3 The delivery tanker truck uses a portable overfill signal which consists of a pipe fitted with a whistle. The whistle is activated as air is displaced SPCC Plan Busch/Livingston Campus February 2014

18 Building No. Size & Contents Table 6. Summary of Potential Spill Predictions and Prevention Measures at Livingston Campus Livingston Campus -- Rutgers, The State University of New Jersey Type of Failure Total Volume (gallons) Flow Rate (gpm) Direction of Flow Location of Dischar ge Spill Prevention M easures Prevention M easure or Corrective Action Aboveground Storage Tanks 4101 Portable Overfill Southeast asphalt parking lot Portable overfill signal, 1, 3 2x275-G No.2 metered delivery Rupture, leakage Southeast asphalt parking lot None Unloading pipe rupture Southeast asphalt parking lot None Service Overfill SC - - Secondary Metered delivery, 1, 2, 4 Garage 550-G Diesel containment secondary containment Rupture, leakage SC Containment dike w/ capacity of 605 Gallons Unloading pipe rupture Southwest Asphalt parking lot None None 1 Pump House Overfill Gauge 200G - Diesel Rupture, leakage Building Building Containment Unloading pipe rupture None None Beck Hall Overfill Gauge 300G - Diesel Rupture, leakage Building Building Containment Unloading pipe rupture None None Quads Overfill Gauge 275G Diesel Rupture, leakage grass/gravel tank contained w/ SC on skid Unloading pipe rupture None None Quads Overfill grass/gravel Gauge 200G Diesel Rupture, leakage tank contained w/ SC on skid Unloading pipe rupture None None Quads Overfill grass/gravel Gauge 200G Diesel Rupture, leakage Building tank contained w/ SC on skid Unloading pipe rupture None None N & S Towers Overfill Gauge 275G - Diesel Rupture, leakage Building Building Containment Unloading pipe rupture None None Lucy Stone Overfill Gauge 250G - Diesel Rupture, leakage Building Building Containment Unloading pipe rupture None None Tillet Hall Overfill Gauge 250G - Diesel Rupture, leakage asphalt parking lot/tank on skid tank contained w/ SC on skid Unloading pipe rupture None None 1 Notes SPCC Plan Busch/Livingston Campus April 2013

19 Building No. Size & Contents Table 6. Summary of Potential Spill Predictions and Prevention Measures at Livingston Campus Livingston Campus -- Rutgers, The State University of New Jersey Total Volume Flow Rate Direction of Location of Spill Prevention Type of Failure (gallons) (gpm) Flow Dischar ge M easures Prevention M easure or Corrective Action 4136 Levin Overfill Southeast asphalt parking lot Gauge 250G - Diesel Rupture, leakage Building None Unloading pipe rupture asphalt parking lot/ None 1,3 tank on skid 3863 Gorden Road Overfill Southeast asphalt parking lot Gauge 250G - Diesel Rupture, leakage Building None Unloading pipe rupture asphalt parking lot None 1, Facilities Overfill Southeast asphalt parking lot Gauge 78 G - Diesel Rupture, leakage Building Building Containment Unloading pipe rupture None None Housing A Overfill Southeast asphalt parking lot Gauge 500 G - Diesel Rupture, leakage asphalt parking lot tank contained w/ SC on skid Unloading pipe rupture None None Housing B Overfill Southeast asphalt parking lot Gauge 500 G - Diesel Rupture, leakage asphalt parking lot tank contained w/ SC on skid Unloading pipe rupture None None Housing C Overfill Southeast asphalt parking lot Gauge 500 G - Diesel Rupture, leakage asphalt parking lot tank contained w/ SC on skid Unloading pipe rupture None None Housing Conv Overfill Southeast asphalt parking lot Gauge 500 G - Diesel Rupture, leakage asphalt parking lot tank contained w/ SC on skid Unloading pipe rupture None None RAC Overfill Asphalt Gauge 250G - Diesel Rupture, leakage Building Building Containment Unloading pipe rupture None None Business Overfill East concrete Gauge 750 G - Diesel Rupture, leakage asphalt parking lot tank contained w/ SC on skid Drums/Containers 4160 Liv Campus Center <2 55-G Drums Unloading pipe rupture None None 1 Drum rupture East Secondary containment pallet Secondary containment pallet Oil-Filled Electrical Equipment Road 3 Substation Overfill G Electrical Leakage SC - Southwest Grass Concrete pad None Transformer Unloading pipe failure Transformer Overfill Storage 1,000-G Electrical Transformer Leakage SC Concrete floor with absorbent boom Notes SPCC Plan Busch/Livingston Campus April 2013

20 Building No. Size & Contents Table 6. Summary of Potential Spill Predictions and Prevention Measures at Livingston Campus Livingston Campus -- Rutgers, The State University of New Jersey Total Volume Flow Rate Direction of Location of Spill Prevention Type of Failure (gallons) (gpm) Flow Dischar ge M easures Prevention M easure or Corrective Action Unloading pipe failure Abbreviations: OP Tank is equipped with overfill protection. AST Aboveground Storage Tank. CP Tank is equipped with corrosion protection. UST Underground Storage Tank. SC Tank is equipped with secondary containment. gpm Gallons per minute. - Not applicable. Notes Notes: 1 The volume of the worst-case overfill was estimated by calculating the estimated delivery flow rate (a maximum of 65 gallons per minute) by the maximum time in which it would take the delivery person to notice the overfill (assumed to be 5 minutes). 2 Secondary containment volume can hold 325 gallons (5 minutes x 65 gpm). 3 The delivery tanker truck uses a portable overfill alarm which consists of a pipe fitted with a whistle. The whistle is activated as air is displaced from the AST during filling. When product reaches the bottom of the whistle, it no longer whistles and notifies the delivery person that the AST is nearly full. Additionally, for ASTs and USTs of less than 500 gallons, the common carrier uses a metered delivery system. The delivery person programs the number of gallons to be pumped into the tank. When it reaches that quantity, it automatically shuts off. 4 A portable overfill alarm is generally not used, because the 550-gallon diesel AST is covered by a vent restricting access to install the pipe. Instead, delivery is metered such that only the pre-programmed quantity is pumped. The combination of the metered delivery, secondary containment and lack of waterways with catch basins proximate to the tank supports the conclusion that prevention measures are adequate. SPCC Plan Busch/Livingston Campus April 2013

21 6. PREVENTION MEASURES PROVIDED 6.1. Summary of Spill Prevention and Control Measures 112.7(c) Provide appropriate containment and/or diversionary structures or equipment to prevent a discharge as described in 112.1(b). The entire containment system, including walls and floor, must be capable of containing oil and must be constructed so that any discharge from a primary containment system, such as a tank or pipe, will not escape the containment system before clean up occurs. At a minimum, you must use one of the following prevention systems or its equivalent: (1) for onshore facilities: (i) Dikes, berms or retaining walls sufficiently impervious to contain oil; (ii) Curbing; (iii) Culverting, gutters or other drainage systems; (iv) Weirs, booms or other barriers; (v) Spill diversion ponds; (vi) Retention ponds, or; (vii) Sorbent materials. (2) Offshore facilities: (i) Curbing, drip pans, or; (ii) Sumps and collection systems. Tables 5 and 6 summarize the spill prevention and control measures that are in-place to minimize the potential for equipment failure at the Busch and Livingston Campuses, respectively. As discussed in Section 5, the only oil storage areas where there is a potential for a discharge to a navigable waterway are at tank truck unloading areas located near storm water catch basins. As such, the prevention measures provided at the facility focus on these specific storage areas. At tank truck unloading areas located adjacent to storm water catch basins, diversion booms are emplaced prior to unloading. Additionally, specific procedures and warning signs have been implemented to minimize the potential for an equipment failure or human error resulting in a discharge. When a portable storage tank is used (see Section 3.2), it is positioned to (a) prevent any spilled oil from reaching navigable waters and (b) protect the tank from periodic flooding or washout. A secondary means of containment is provided for the largest single compartment or tank. The type of secondary containment is based on the area where the portable storage tank is positioned. There are no specific secondary containment measures for the hydraulic oil in elevator systems at the Busch and Livingston Campuses. Instead, Rutgers conducts monthly inspections of the hydraulic reservoirs. There is a low potential for a discharge from a hydraulic reservoir to affect a navigable waterway at either the Busch or Livingston Campus. There are no specific secondary containment measures for transformers that service buildings at the Campuses. Rutgers personnel on a monthly and, in some instances, a quarterly frequency, inspect transformers. Additionally, in the event of a discharge of oil from a transformer, the transformer would cease function and the building would lose power. This would prompt immediate response from Rutgers personnel. Busch/Livingston Campus Page 11

22 6.2. Facility Drainage Drainage from diked storage areas 112.8(b) (1) Facility drainage. Restrain drainage from diked storage areas by valves to prevent discharge into the drainage system or facility treatment system, except where facility systems are designed to control such discharge. You may empty diked areas by pumps or ejectors; however, you must manually activate these pumps or ejectors and must inspect the condition of the accumulation before starting, to ensure no oil will be discharged. Since the facility is a college campus and the oil storage areas are generally comprised of individual tanks at various buildings across the campus, overall facility drainage is not controlled. Instead, drainage is controlled at specific oil storage areas, where necessary to minimize the potential for a discharge to navigable water. The only AST with diked secondary containment is: the 550-gallon diesel fuel AST at Building 4100 on Livingston Campus. Precipitation is prevented from accumulating in the secondary containment dike at Building 4100 by a roofed structure. A wood structure with walls and a roof are constructed around the 550- gallon AST and dike. Therefore, provisions for draining the secondary containment dike are not provided, nor necessary Valves used on diked area storage 112.8(b) (2) Use valves of manual, open-and-closed design, for the drainage of diked areas. You may not use flapper-type drain valves to drain diked areas. If your facility drainage drains directly into a watercourse and not into an on-site wastewater treatment plant, you must inspect and may drain uncontaminated retained stormwater, as provided in paragraphs (c) (3)(ii), (iii), and (iv) of this section This section is not applicable to this facility since there are no diked areas with manually operated ball valves Drainage systems from undiked areas 112.8(b)(3) Design facility drainage systems from undiked areas with a potential for a discharge such as where piping is located outside containment walls or where tank truck discharges may occur outside the loading area) to flow into ponds, lagoons or catchment basins, designed to retain oil or return it to the facility. You must not locate catchment basins in areas subject to periodic flooding. All tank truck unloading areas are undiked. There are no specific drainage systems for undiked areas at either the Busch or Livingston Campuses designed to retain oil in the event of a discharge from either an AST or during tanker truck unloading. However, there are only a few Busch/Livingston Campus Page 12

23 storage locations where there is a reasonable potential for a discharge to enter either a storm water catch basin or a surface water body. Specifically, storm water catch basins are located near the truck unloading areas at Buildings 3540, 3500, 3552, 3559, 3757 and In other areas, a discharge from an AST or during truck unloading would either flow to the ground or laterally spread across paved areas. Under this scenario, the discharge could be cleaned prior to affecting any navigable waterway or any route to a navigable waterway. To minimize the potential for a discharge to either the storm water catch basins, prevention measures are utilized at these locations during unloading. A diversion boom is placed around the catch basin or around the tanker truck prior to unloading. At the tank truck unloading area for Building 3552 and 3540, a diversion boom is placed around the tank truck. The placement of the diversion boom is designed to prevent a discharge from migrating off the asphalt driveway Final discharge of drainage 112.8(b) (4) If facility drainage is not engineered as in paragraph (b)(3), of this section, equip the final discharge of all ditches inside the facility a diversion system that would, in the event of an uncontrolled discharge, retain oil in the facility. Rutgers does not control the final discharge of storm water from the facility. Therefore, spill prevention measures focus on areas where there is a potential for a discharge from an oil storage area reaching a storm water catch basin. Specifically, as discussed in Section 6.2.3, Rutgers utilizes diversion booms to minimize the potential for a discharge entering a catch basin. If petroleum were ever to enter the catch basin, the emergency contacts listed in Section 6.10 should be immediately contacted Facility Drainage Systems and Equipment 112.8(b)(5) Where drainage waters are treated in more than one treatment unit and such treatment is continuous, and pump transfer is needed, provide two lift pumps and permanently install at least one of these pumps. Whatever techniques are used, you must engineer facility drainage systems to prevent a discharge as described in paragraph 112.1(b) in case there is an equipment failure or human error at the facility. This section is not applicable to this facility since there are no facility drainage treatment systems. Busch/Livingston Campus Page 13

24 6.3. Bulk Storage Tanks and Secondary Containment Tank compatibility with its contents 112.8(c) (1) Bulk storage containers. Not use a container for the storage of oil unless its material and construction are compatible with the material stored and conditions of storage such as pressure and temperature. The material and construction of all USTs is compatible with both the type of oil stored and the conditions of oil storage as summarized in Tables 7 and 8 below. Busch/Livingston Campus Page 14

25 Table 7. Summary of AST/UST Compatibility with Contents for Busch Campus Building No. Size & Type Construction Date Installed Contents Contents Compatible 3500 (2) 225-G AST G AST G AST 3540 (3) 40,000-G USTs G AST G AST 3552 (2) 10,000-G & 6,000-G USTs G AST G AST G AST G AST G AST G AST 3559 (2) 250-G AST Double-Walled Steel Tank on Skid Double-Walled Steel Tank on Skid Double-walled Steel Tank on Skid Double-walled -- inner steel & fiberglasscoated outer steel Steel Tank w/ Steel containment Double-walled Steel Tank on Skid Double-walled -- inner steel & fiberglasscoated outer steel Steel Tank/ Steel Containment Double-Walled Steel Tank on Skid Steel Tank w/ Steel containment in Mech. Room Double-Walled Steel Tank on Skid Double-Walled Steel Tank on Skid in Mech. Room Double-Walled Steel Tank on Skid Steel Tank on Skid in Mech. Room 1995 Diesel Yes 2013 Diesel Yes 2004 Diesel Yes 1998 No. 2 fuel oil Yes 2012 Waste oil Yes 2007 Diesel Yes 1999 Unleaded gasoline & diesel fuel Yes 1999 Used Oil Yes 2013 Diesel Yes 2011 Diesel Yes 2013 Diesel Yes 2005 Diesel Yes 2011 Diesel Yes 1995 Diesel Yes Busch/Livingston Campus Page 15

26 Table 7. Summary of AST/UST Compatibility with Contents for Busch Campus Building No. Size & Type Construction Date Installed Contents Contents Compatible G AST G UST G AST G AST G AST G AST G AST G AST G-AST G AST G AST G AST G AST ,000-G AST Split Steel Tank w/ Steel containment in Mech. Room Double-walled -- fiberglass-coated steel Steel Tank in Mechanical Room Double-walled Steel Tank on Skid Double-walled Steel Tank on Skid Double-walled Steel Tank on Skid Double-walled Steel Tank on Skid in Mech. Room Double-Walled Steel Tank on Skid Double-walled Steel Tank on Skid Steel Tank on Skid in Mech. Room Double-Walled Steel Tank on Skid 2002 Diesel Yes 1989 Diesel Yes 1989 Diesel Yes 2003 Diesel Yes 2001 Diesel Yes 2012 Diesel Yes 2011 Diesel Yes 2005 No. 2 fuel oil Yes 2003 Diesel Yes 1995 Diesel Yes 2002 No. 2 fuel oil Yes Double-walled steel tank 2008 Diesel Yes Double-walled steel tank 2006 Diesel Yes Patriot Vault Tank NA Unleaded gasoline and Diesel Oil Yes Busch/Livingston Campus Page 16

27 Table 7. Summary of AST/UST Compatibility with Contents for Busch Campus Building No. Size & Type Construction Date Installed Contents Contents Compatible G AST G UST G AST G AST G AST G AST G AST G AST G AST Tunnel 550G-AST Steel Tank on Skid 1995 Diesel Yes Double-walled -- fiberglass-coated steel Steel Tank in Mechanical Room 2009 Diesel Yes 2009 Diesel Yes Steel Tank on Skid 2002 Diesel Yes Steel Tank w/ Steel containment in Mech. Room Steel Tank w/ Steel containment in Mech. Room 1997 Diesel Yes 1995 Diesel Yes Steel Tank on Skid 2001 Diesel Yes Steel Tank on Skid NA Diesel Oil Yes Double-walled Steel Tank 2011 Diesel Yes Double-walled Steel Tank on Skid 1999 No. 2 fuel oil Yes NA = not available Busch/Livingston Campus Page 17

28 Table 8. Summary of AST/UST Compatibility with Contents for Livingston Campus Building No. Size & Type Construction Date Installed Contents Contents Compatible G AST x275-G AST G AST G AST G AST G AST G AST G AST G AST G AST G AST G AST G AST Steel Tank on Skid in Mech. Room Double-walled Steel Tank on Trailer 1995 Diesel Yes NA No. 2 fuel oil Yes Steel NA Diesel Yes Steel Tank on Skid in Mech. Room 2011 Diesel Yes Steel Tank on Skid 1998 Diesel Yes Double-walled Steel Tank on Skid Double-walled Steel Tank on Skid Steel Tank on Skid in Mech. Room Steel Tank\ Steel Containment Mech. Room Double-walled Steel Tank on Skid Steel Tank\ Steel Containment Mech. Room Steel Tank\ Steel Containment Mech. Room Steel Tank\ Steel Containment Mech. Room 2012 Diesel Yes 2023 Diesel Yes 2001 Diesel Yes 1995 Diesel Yes 2013 Diesel Yes 1998 Diesel Yes 1998 Diesel Yes 1998 Diesel Yes G AST Double-walled Steel Tank on Skid 2012 Diesel Yes Busch/Livingston Campus Page 18

29 Table 8. Summary of AST/UST Compatibility with Contents for Livingston Campus Building No. Size & Type G AST G AST G AST G AST Pump House 200-G AST Construction Double-walled Steel Tank on Skid Double-walled Steel Tank on Skid Double-walled Steel Tank on Skid Double-walled Steel Tank on Skid Steel Tank on Skid in Mech. Room Date Installed Contents Contents Compatible 2012 Diesel Yes 2012 Diesel Yes 2012 Diesel Yes 2013 Diesel Yes 1995 Diesel Yes NA = not available Diked area construction and containment volume for storage tanks 112.8(c)(2) Construct all bulk storage tank installations so that you provide a secondary means of containment for the entire contents of the largest single tank plus sufficient freeboard to allow for precipitation. You must ensure diked areas are sufficiently impervious to contain discharges oil. Dikes, containment curbs, and pits are commonly employed for this purpose. You may use an alternative system consisting of a drainage trench enclosure that must be arranged so that a discharge will be safely confined in an in facility catchment basin or holding pond. The 550-gallon diesel fuel AST at Building 4100 is located atop a concrete slab surrounded by concrete walls for containment. The concrete is sufficiently impervious to retain the contents of the AST in the event of a failure. Secondary containment is designed to hold the entire contents of the AST. The AST is covered with a roof, hence, additional volume for precipitation is not provide nor necessary. The containment area will hold 605 gallons. All remaining ASTs are equipped with a secondary containment structure. The secondary containment is designed to hold the entire contents of the ASTs in the event of a failure. Additional volume for precipitation is not necessary with skid-mounted ASTs since the containment structure is fully enclosed. In addition, where ASTs are located within buildings and/ or mechanical spaces, the building serves as containment. Busch/Livingston Campus Page 19

30 Diked area, inspection and drainage of rainwater 112.8(c)(3) Not allow drainage of uncontaminated rainwater from the diked area into a storm drain or discharge of an effluent into an open water course, lake, or pond, or bypassing the treatment facility system unless you: (i) Normally keep the bypass valve sealed closed. (ii) Inspect the retained rainwater to ensure its presence will not cause a discharge as described in paragraph 112.1(b). (iii) Open the bypass valve and reseal it following drainage under responsible supervision. (iv) Keep adequate records of such events, for example, any records required under permits issued in accordance with paragraph (j)(2) and (m)(3) of this chapter. There are no diked storage areas where precipitation accumulates and is manually drained Corrosion protection of buried metallic storage tanks 112.8(c)(4) Protect any completely buried metallic storage tanks installed after January 10, 1974 from corrosion by coatings or cathodic protection compatible with local soil conditions. You must regularly leak test such completely buried metallic storage tanks. All USTs contain corrosion protection in accordance with N.J.A.C. 7: and 40 CFR 280. The UST systems (i.e., tank and piping), including the three (3) 40,000-gallon No.2 fuel oil USTs (3540), the 10,000-gallon unleaded gasoline and 6,000-gallon diesel fuel USTs (3552), and the 2,000-gallon (3688) and 5,000-gallon (3866) diesel fuel USTs are double-walled, consisting of an inner steel tank surrounded by a fiberglass-coated outer steel tank with interstitial monitoring. The tanks were designed and installed in compliance with N.J.A.C. 7:14B-4 and 40 CFR part Corrosion protection of partially buried metallic tanks 112.8(c)(5) Not use partially buried metallic tanks for the storage of oil, unless you protect the buried section of the tank from corrosion. You must protect the partially buried and bunkered tanks from corrosion by coatings or cathodic protection compatible with local soil conditions This section is not applicable to the facility since there are no partially buried tanks Aboveground tank periodic integrity testing 112.8(c)(6) Test each aboveground container for integrity on a regular schedule, and whenever you make material repair. The frequency of and type of testing must take into account container size and design (such as floating roof, skid mounted, elevated, or partially buried). You must combine visual inspection with another testing technique such as hydrostatic testing, radiographic testing, ultrasonic testing, acoustical emissions testing, or another system of non-destructive shell testing. You must keep comparison Busch/Livingston Campus Page 20