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SPCC Plan:Ralph Hayes&Son,Inc.,20177 S.McArthur Dr., Tracy,California(October 2020) 16 11. ABOVEGROUND CONTAINER REPAIR, ALTERATION, RECONSTRUCTION OR CHANGE IN SERVICE (REF, 112.7(1)) All of the aboveground tanks were shop built.The shell thickness of each tank is less than one- half inch. As discussed in the American Petroleum Institute (API) Standard 653 Tank Inspection, Repair, Alteration, and Reconstruction (API-653), brittle fracture is not a concern for tanks that are shop built and have a shell thickness of less than one-half inch. Nonetheless, in the event that AST's undergo a repair, alteration,reconstruction, or change in service that might affect the risk of a discharge or failure, the container will be evaluated for risk of discharge or failure,following API-653 or an equivalent approach,and corrective action will be taken as necessary. 12. CONFORMANCE WITH APPLICABLE STATE AND LOCAL REQUIREMENTS (REF. 112.70)) The prevention of oil spillage and its reaching navigable water is incorporated in the design of the facility's physical equipment and operating procedures. In general, the facility meets the requirements of 40 CFR 112 as required by the California Aboveground Petroleum Storage Act(APSA). 13. QUALIFIED OIL FILLED OPERATIONAL EQUIPMENT (REF. 112.7(k)) No oil-filled operational equipment is utilized at the RHS facility. 14. DISCHARGE PREVENTION - SPCC PROVISIONS FOR ONSHORE FACILITIES (EXCLUDING PRODUCTION FACILITIES) 14.1 Facility Drainage (REF. 112.8 (b)) A description of facility drainage characteristics is provided in Section 2.3 of the PIan. 14.2 Bulk Storage Containers (REF. 112.8 (c)) A listing of facility bulk storage tanks is provided in Section 2.5,1 of this Plan and Table 4. 14.2.1 Construction (40 CFR 112.8 (c)(1)) The design and construction of all bulk storage containers are compatible with the characteristics of the oil product they contain, and with temperature and pressure conditions, in accordance with all industry standard specifications. 14.2.2 Secondary Containment (40 CFR 112.8(c)(2)) Containment calculations for the sized Bulk Containment Area is provided in Appendix F. A description of the secondary containment systerns utilized at this facility is provided in Section 5 of this Plan. 14.2.3 Drainage of Diked Areas (40 CFR 112.8(c)(3)) In accordance with 40 CFR 112.8(c)(3),RHS periodically inspects the secondary containment structures for accumulation of precipitation. All material accumulated within the containment system will be inspected for oil and/or a sheen prior to being removed. A containment system McGinley Project:RHS001 McGinley&Associates Inc.