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Table 4 <br /> Summary of CCR Requirements <br /> Pick-N-Pull <br /> Stockton,Califomla <br /> Code Section Requirement Comments <br /> 76265.192(k)(6) Description of any spill prevention or overfill equipment NA-visual.GAS1/GAS2level alarms <br /> 66265.192(k)(7) description and evaluation of secondary containment for the tank system(secondary <br /> containment must meet minimum standards as specified in subsections()(1)through <br /> 0)(3)of this section)including applicable secondary containment for ancillary XUPE for lanks,S[W for of filter,secondary liner surrounding tank one snowed in a concrete vault fix gasoline. <br /> equipment as required in subsection 66265.1930; <br /> 66265.192(k)(8) Hazardous characteristics of the wastes that have been handled. Used Oil a Received Gasoline-combustible,toxic.waste Anl4reeze-toxic <br /> 66265.192 k i t Estimated remaining service life of the tank system Appro.lmataly 15 years for dates identified.Reclaimed Gasoline-beyond 20 year warranty. <br /> 66265.193(b)(1) Secondary containment systems shall be designed,installed and operated to prevent <br /> any migration of wastes or accumulated liquid out of the system to the soil,ground Used OiMaste Antlftwze DPE secondary containment on morale slab.Reclaimed Gasoline-Stsepmnoate tanks locale <br /> water,or surface water at any time during the use of the tank system. on concrete slab with berm. <br /> 66265.193(b)(2) Secondary containment systems shall be capable of detecting and collecting releases Visual Impaction <br /> and accumulated liquids until the collected material is removed. <br /> 66265.193(c)(1) Secondary systems shall be at a minimum:constructed of or lined with materials that <br /> are compatible with the waste(s)to be placed in the tank system and shall have <br /> sufficient strength to prevent failure due to pressure gradients(including static head <br /> and external hydrological forces),physical contact with the waste to which they are Compliant-no pressure <br /> exposed,climatic conditions,the stress of installation,and the stress of daily <br /> operation(including stresses from nearby vehicular traffic). <br /> 66265.193(c)(2) Secondary systems shall be at a minimum:Placed on a foundation or base capable <br /> of providing support to the secondary containment system and resistance to pressure concrete slab <br /> gradients above and below the system and capable of preventing failure due to <br /> settlement compression oruplift. <br /> 66265.193(c)(3) Secondary containment systems shall be at a minimum:provided with a leak <br /> detection system that Is designed and operated so that it will detect the failure of <br /> either the primary or secondary containment structure or any release of hazardous <br /> waste or accumulated liquid n the secondary containment system within 24 hours,or visual deny Inspections <br /> at the earliest practicable time if the existing detection technology or site conditions <br /> will not allow detection of a release within 24 hours. <br /> 66265.193(c)(4) Secondary containment systems shall be at a minimum:Sloped or o[helwise <br /> designed or operated to drain and remove liquids resuaing from leaks,spills,or <br /> precipitation.Spilled or leaked waste and accumulated precipitation shall be removed <br /> from the secondary containment system within 24 hours,or in as timely a manner as visual inspection-immediate removal if identified <br /> is possible to prevent harm to human health or the environment,if removal of the <br /> released waste or accumulated precipitation cannot be accomplished within 24 hours - <br /> 66265.193(d) Secondary containment for tanks shall include one or more of the following devices: <br /> 1.A liner external to the tank GAS1/GA52 <br /> 2.A vault <br /> NA <br /> k <br /> 3.A double walled tanor NA <br /> 4.Anequivalent device as approvedb the Department Compliant-Use OilAwins make. <br /> 66265.193(e)(2)(A) Vaults must be designed or operated to contain 100 percent of the capacity of the NA <br /> largest tank within its boundary. �- <br /> tmzbb.193(e)(2)(B) Vaults must be designed or operated to prevent run-on and infiltration of <br /> precipitation into the secondary containment unless the collection system has ),i O <br /> sufficient excess capacity,in addition to that required in Subsection(e)(1)(A)of this NA f I f.n <br /> section,to contain run-on and infiltration of precipitation from a 25 year,24 hour f� <br /> rainfall liv t. <br /> 66265.193(e)(2XC) Vaults must be constructed with chemical resistant water stops in place at all joints _ <ZD .r <br /> NA m <br /> 1 <br /> F �.�.: <br /> Page 2 of3 � � <br />