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18.0 SPCC REQUIREMENTS FOR ONSHORE FACILITIES - §112.8 As described in Sections 5.0 and 9.0 of this Plan,the facility has adequate discharge and drainage controls. 18.1 Facility Drainage—4112.8(b) The surface water runoff at the Terminal is primarily across the parking area surface away from the Terminal buildings to a storm sewer system and in some areas is directly into storm water drainage ditches. The storm sewers and drainage ditches then flow to the northwest side of the site to the city drainage ditches. Figure 1 shows the drainage patterns at the Terminal. Drainage at the facility is discussed in Section 5.0 of this Plan. 18.1.1 Valves&Pumps on Diked Areas—§112(8)(b)(1-2) As discussed in Section 12.0, aboveground pumps, piping, valves, connections and other oil-handling equipment are visually observed daily by YRC personnel for leaks,drips,corrosion and other signs of leaks or potential leaks. Piping, pumps, valves and connections associated with the storage areas are also inspected monthly and the results recorded on the Monthly Inspection Form(see Appendix A). The fuel product tanks are protected from overfilling by high-level alarms, level gauges, or visual observation. Diked areas are maintained as described in Section 5.0. 18.1.2 Facility drainage from undiked areas—§112.8(b)(3) There is no drainage from undiked areas at the station that are exposed to oil storage,with the exception of the truck loading/unloading areas. Spills in these areas will be promptly cleaned up to prevent discharge to the city drainage system. If necessary, temporary diking can be constructed and/or sorbents deployed to contain a spill and to prevent carry-off from storm water. 18.1.3 Drainage diversion system—§112.8(b)(4) As described in Sections 5.0 and 9.0, this facility has adequate drainage structures from EPA regulated areas where petroleum products are stored to prevent discharges contaminated with petroleum products from migrating off the property. 18.2 Facility Drainage Systems—4112.8(b)(5) Drainage waters are not treated at this facility,therefore this section is not applicable 18.3 Bulk Storage Tanks—4112.8(c) Oil storage tanks are constructed and used in accordance with good engineer practices and industry standards. 18.3.1 Tank Compatibility—§112.8(c)(1) Storage and usage areas are constructed of materials compatible with the material stored and conditions of storage. The existing tanks have pressure and/or vacuum relief devices or vents to protect the tanks and have protective coatings as needed for corrosion protection. New oil storage tanks constructed or installed at the Terminal will be of materials and construction compatible with the material stored and the conditions of storage. They will also conform to relevant industry standards, such as the American Petroleum Institute (API), National Fire Protection Association (NFPA), Underwriters Laboratories (UL), and American Society of Mechanical Engineers (ASME). Impervious secondary containment will be incorporated into all new tank designs and will have a capacity 41