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Table 4 Summary of CCR Requirements Pick-N-Pull Stockton,California Code Section Requirement Comments 66265.192(k)(4) Description and evaluation of any leak detection equipment. Used Oil/Waste Antifreeze(01-O4/A1-A4)-visual.Customer Drop-off-level gauge/overfill shut-off. 66265.192(k)(5) Description and evaluation of any corrosion protection equipment,devices or NA-XLPE/Concrete encased or painted. material. 66265.192(k)(6) Description of any spill prevention or overfill equipment Used Oil/Waste Antifreeze(01-04/A1-A4)-visual.Customer Drop-off-level gauge/overfill shut-off.G 66265.192(k)(7) description and evaluation of secondary containment for the tank system(secondary containment must meet minimum standards as specified in subsections 0)(1)through 0)(3)of this section)including applicable secondary containment for ancillary XLPE for tanks;Steel for oil filter. equipment as required in subsection 66265.193(f); 66265.192(k)(8) Hazardous characteristics of the wastes that have been handled. Used Oil,-combustible,toxic.waste Antifreeze-toxic 66265.192(k)(1 1Estimated remaining service life of the tanks stem Recommend replacement on case by case evaluation. 66265.193(b)(1) Secondary containment systems shall be designed,installed and operated to prevent any migration of wastes or accumulated liquid out of the system to the soil,ground XLPE for tanks;Steel for oil filter. water,or surface water at any time during the use of the tank system. 66265.193(b)(2) Secondary containment systems shall be Capable of detecting and collecting releases visual Inspection and accumulated liquids until the collected material is removed. 66265.193(c)(1) Secondary systems shall be at a minimum:constructed of or lined with materials that are compatible with the waste(s)to be placed in the tank system and shall have sufficient strength to prevent failure due to pressure gradients(including static head and external hydrological forces),physical contact with the waste to which they are Compliant exposed,climatic conditions,the stress of installation,and the stress of daily operation(including stresses from nearby vehicular traffic). 66265.193(c)(2) Secondary systems shall be at a minimum:Placed on a foundation or base capable of providing support to the secondary containment system and resistance to pressure Concrete slab gradients above and below the system and capable of preventing failure due to settlement compression,or uplift. 66265.193(c)(3) Secondary containment systems shall be at a minimum:provided with a leak detection system that is designed and operated so that it will detect the failure of either the primary or secondary containment structure or any release of hazardous waste or accumulated liquid n the secondary containment system within 24 hours,or Visual daily inspections at the earliest practicable time if the existing detection technology or site conditions will not allow detection of a release within 24 hours. 66265.193(c)(4) Secondary containment systems shall be at a minimum:Sloped or otherwise designed or operated to drain and remove liquids resulting from leaks,spills,or precipitation.Spilled or leaked waste and accumulated precipitation shall be removed from the secondary containment system within 24 hours,or in as timely a manner as visual inspection-immediate removal if identified is possible to prevent harm to human health or the environment,if removal of the released waste or accumulated precipitation cannot be accomplished within 24 hours 66265.193(d) Secondary containment for tanks shall include one or more of the following devices: 1.A liner external to the tank NA 2.A vault NA 3.A double walled tank;or NA 4.Anequivalent device as approved by the Department Compliant-Use Oil/Waste Antifreeze 66265.193(e)(2)(A) Vaults must be designed or operated to contain 100 percent of the capacity of the NA largest tank within its boundary. Page 2 of 3