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❑� Northwest Pipe Spill Prevention, Control, and Countermeasure (SPCC) Plan 45 �--. Company Tracy Plant 40 CFR Part SPCC Plan CA HSC Requirement Location If field-constructed aboveground containers undergo repair, alteration, reconstruction, or a change in service, or discharge oil or fail due to a brittle fracture failure, a brittle fracture evaluation is required. Conformance With Applicable State Requirements 112.7(i) The SPCC Plan must include a complete discussion of conformance with the 5.9& 25270.13 applicable requirements of State rules, regulations, and guidelines. throughout Plan Qualified Oil-Filled Operational Equipment 112.7(k) If oil-filled operational equipment has no reportable discharge history as Table 5.2, described in 40 CFR 112.7(k)(1), you may choose to implement the alternate Table 5.10 secondary containment option below in lieu of containment required under & 112.7(c): Fig. 4.6 1) Establish and document procedure for inspection or monitoring to detect equipment failure and/or discharge; and 2) Unless you have submitted a response plan under 40 CFR 112.20, provide: a. An oil spill contingency plan following the provision of 40 CFR Part 109; b. A written commitment of manpower, equipment, and materials required to expeditiously control and remove any quantity of oil discharged. Facility Drainage 112.8(b) 1) Restrain drainage from diked storage areas by valves to prevent a 6.1.1 discharge. Pumps or ejectors may be used to drain diked areas, but they must be manually operated and water must be inspected before drainage. 2) Use valves or manual, open-and-closed design, to drain diked areas. 6.1.2(N/A) Stormwater must be inspected before release. 3) Design facility drainage systems from undiked areas where a discharge is 6.1.3 possible to flow into ponds, lagoons, or catchment basins designed to retain or return oil to the facility. 4) If facility drainage is not engineered as in (3) above, equip the final 6.1.4 discharge of all ditches inside the facility with a diversion system that would retain oil at the facility in the event of an uncontrolled discharge. 5) Where drainage waters are treated in more than one treatment unit and 6.1.5(N/A) treatment is continuous, and pump transfer is needed, provide two "lift' pumps and permanently install one of the pumps. Whatever techniques are used, the facility drainage systems must be engineered to prevent a discharge in case there is an equipment failure or human error at the facility. Container Construction &Compatibility 112.8(c)(1) Only use containers for the storage oil if its materials and construction are 6.2.1 compatible with the material stored and condition of storage such as pressure and temperature. Secondary Containment 112.8(c)(2) Construct all bulk storage tanks to provide secondary containment for the entire 6.2.2 capacity of the largest single container and sufficient freeboard to contain precipitation. You must ensure that diked areas are sufficiently impervious to contain discharged oils. Drainage of Diked Areas 112.8(c)(3) Do not allow drainage of uncontaminated rainwater from diked areas into a 6.2.3 storm drain or open watercourse, lake or pond without treatment unless you: &Appendix G, 1) Normally keep the bypass valve sealed closed; I 2) Inspect the retained rainwater to ensure that its presence will not cause an oil discharge; 3) Open the bypass valve and reseal it under supervision; 4 Keep adequate records of such events. Corrosion Protection for Buried Tanks 112.8(c)(4) Protect all completely buried metallic storage tanks installed after January 10, 6.2.4(N/A) 1974 from corrosion by coatings or cathodic protection compatible with local soil conditions. Such tanks must be regularly leak tested.