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PMNq bow containment area is not drained by Owens-Brockway personnel. Accumulated rainwater within the containment area is allowed to evaporate, removed by a vacuum truck to prevent discharge from the diked containment area, or is discharged following the procedures detailed in Section 17.2.3 of this Plan. 17.1.2 Facility Drainage from Undiked Areas — §112.8(b)(3) Drainage across the Site would flow towards stormwater ponds. The Site is graded to prevent a release from leaving the Site. Culverts, Gutters, or Other Drainage Drainage within the lower level of the manufacturing portion 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 manufacturing area would be cleaned up or flow to and be contained by the oil/water sump system. 17.1.3 Drainage Diversion System — §112.8(b)(4) The Facility does not have a designed truck unloading area; there are lots on-site utilized for truck loading/unloading. Releases from the loading areas would be contained within the oil/water sump system and/or the stormwater ponds. 17.1.4 Facility Drainage Systems — §112.8(b)(5) Drainage waters are not treated at this Facility; therefore, this section is not applicable. 17.2 Bulk Storage Tanks — §112.8(c) The oil storage tanks and the elevated storage tank are constructed and used in accordance with good engineering practices and industry standards. 17.2.1 Tank Compatibility— §112.8(c)(1) The tanks are compatible with the materials stored and the environmental conditions to which they can reasonably be expected to be subjected. None of the tanks are used to store material at greater than atmospheric pressure, though some are designed to store products at elevated temperatures. The tanks are vented to prevent the collapse of the tanks when transferring products to or from the tanks. 17.2.2 Secondary Containment — §112.8(c)(2) Secondary containment is provided for the tanks at the Facility as discussed in Section 6.4 of this Plan. The secondary containment volume calculations in Appendix B (Table 2) indicate that the secondary containment structure is at a minimum currently capable of containing the volume of the largest container plus sufficient freeboard from a 25-year, 24-hour rainfall event or a 110% release of the largest tank. GHD I Spill Prevention,Control,and Countermeasure(SPCC)Plan 111189093(1)1 Page 9