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Three(3) Emergency Generators The diesel-powered emergency generators are located on the ground level of the furnace building. The fuel tank of one of the generators, designated Gen-B, is on skid containment. The other two generators have secondary containment in the form of angle irons sealed to the concrete floor. Two Biosol Mixing Tanks The Biosol mixing tanks are located indoors. The building provides secondary containment for each tank. The tanks are located at a distance that a release of the entire tank's contents should not be able to discharge offsite to a surface water body. If a release were to occur from the Biosol mixing tanks, it would flow to the cullet sump system on the ground level of the furnace building. Drums and Totes Containing Oil/Oily Water Drums and totes are stored inside the Blue Barn (main accumulation building) and at various locations indoor or outdoor, throughout the Facility for use. The Blue Barn is constructed with a concrete berm and floor and provides secondary containment for each container. Furthermore, spill pallets are also used for drums and totes inside the Blue Barn. Drums and totes outside of the Blue Barn throughout the facility that contain oil or oily water will be contained by spill pallets as secondary containment. Transformers and Compressors There is no dedicated secondary containment provided for transformers/compressors. Spill prevention measures for this oil-filled operational equipment complies with the alternative requirements per 40 CFR 112.7 (k)(2). 105 gallon Hydraulic Oil Reservoir for Cardboard Baler There is no dedicated secondary containment provided for the hydraulic oil reservoir for the cardboard bailer. Spill prevention measures for this oil-filled operational equipment complies with the alternative requirements per 40 CFR 112.7 (k)(2). Oil Reservoir for Trash Compacter There is no dedicated secondary containment provided for the oil reservoir for the trash compacter. Spill prevention measures for this oil-filled operational equipment complies with the alternative requirements per 40 CFR 112.7 (k)(2). GHD has calculated the required containment volumes based on 110% of the total volume of the largest tank and/or the total volume of the largest tank plus a 25-year 24-hour rainfall. Containment volume and tank capacities are found in Appendix B. Culverts, Gutters, or Other Drainage- 112.7(c)(1)(iii) Drainage within the ground level of the building is engineered so that the drainage flows into an oil/water sump located in this area of the Facility. Minor spills on the upper and lower levels of the building would be cleaned up or flow to and be contained by the oil/water sump system. GHD I Spill Prevention,Control,and Countermeasure(SPCC)Plan 111189093(1)1 Page 2