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k- SPCC Plan f ' MVA—Linden Branch t 16401 East Highway 26 4 t%— Linden,California 95236 Page 19 amount stormwater were to accumulate in this area and require removal,the drainage of this area would be recorded in Appendix I. 12.2.2. MANUAL VALVES ON DIKED AREAS 140 CFR§112.8(B)(2)}. Not applicable since there are no manual valves installed on the diked areas of the facility to facilitate drainage. 12.2.3. DRAINAGE FROM UNDIKED AREAS[40 CFR§112.8(B)(3)J: See Section 11.2. 12,2.4, DRAINAGE FROM UNDIKED AREAS(DITCHES)[40 CFR 112.8(a)(4) a Not applicable since there are no ditches present at the facility. 12.3. TREATMENT OF FACILITY DRAINAGE 40 CFS.§112.1 1 )(5 These requirements are not applicable because this facility does not employ a wastewater treatment system for treating facility drainage. 13.0 BULK STORAGE CONTAINERS [40 CFS 13.1. STORAGE CONTAINER COMPATIBILI"T"Y [40 CFS All AST containers used for storage of oil at this facility are constructed of materials compatible with the products stored and designed for storage typical conditions such as pressure and temperature. .2. STORAGE CON A,lNEE SECONDARY CONTAINMENT C-F §1 12,8(C) 2r1 All bulk containers used for storage of oil at this facility have sized secondary containment constructed of materials sufficiently impervious (concrete, steel, plastic) to contain discharged material. Each containment structure is sized to be capable of containing the entire contents of the sole container or in the case of multiple tanks within a common containment area, the largest single storage container within the walls of the containment area. As a best management practice, if the bulk tank and secondary containment structure is exposed to precipitation the secondary containment structure is sized to have sufficient freeboard to contain a 25-year, 24- IFo TC