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Table 4
<br /> Summary of CCR Requirements
<br /> Pick-n-Pull
<br /> Stockton, California
<br /> Code Section Requirement 01 02 03 04 Al A2 A3 A4 Customer Drop-Off
<br /> 66265 . 192(k)(7) Description and evaluation of secondary containment for XLPE secondary containment on XLPE secondary containment on XLPE secondary containment on XLPE secondary containment on XLPE secondary containment on XLPE secondary containment on XLPE secondary containment on XLPE secondary containment on HDPE double walled tank on
<br /> the tank system (secondary containment must meet concrete slab, flush on grade. Oil concrete slab, flush on grade . Oil filter concrete slab, flush on grade . Oil concrete slab, flush on grade. Oil concrete slab, flush on grade . Oil concrete slab, flush on grade. Oil concrete slab, flush on grade . Oil concrete slab, flush on grade . Oil concrete slab, flush on grade .
<br /> minimum standards as specified in subsections (j)( 1 ) filter crusher located on steel on crusher located on steel on concrete filter crusher located on steel on filter crusher located on steel on filter crusher located on steel on filter crusher located on steel on filter crusher located on steel on filter crusher located on steel on
<br /> through (j)(3) of this section ) including applicable concrete slab . Inside Drain Building . slab . Inside Drain Building . concrete slab. Inside Drain Building . concrete slab . Inside Drain Building . concrete slab . Inside Drain Building . concrete slab. Inside Drain Building . concrete slab . Inside Drain Building . concrete slab. Inside Drain Building .
<br /> secondary containment for ancillary equipment as
<br /> required in subsection 66265. 193(f);
<br /> 66265 . 192(k)(8) Hazardous characteristics of the wastes that have been Used Oil - combustible/toxic Used Oil - combustible/toxic Used Oil - combustible/toxic Used Oil - combustible/toxic Waste Antifreeze - Toxic Waste Antifreeze - Toxic Waste Antifreeze - Toxic Waste Antifreeze - Toxic Used Oil , - combustible, toxic.
<br /> handled .
<br /> 66265 . 192(k)( 1 Estimated remaining service life of the tank system During the Site visit evidence of During the Site visit evidence of During the Site visit evidence of During the Site visit evidence of During the Site visit evidence of During the Site visit evidence of During the Site visit evidence of During the Site visit evidence of During the Site visit evidence of
<br /> 1 ) damage and/or leaks was not damage and/or leaks was not damage and/or leaks was not damage and/or leaks was not damage and/or leaks was not damage and/or leaks was not damage and/or leaks was not damage and/or leaks was not damage and/or leaks was not
<br /> observed . However, based on the observed . However, based on the observed . However, based on the observed . However, based on the observed . However, based on the observed . However, based on the observed . However, based on the observed . However, based on the observed . However, based on the
<br /> fact that these tanks are at the upper fact that these tanks are at the upper fact that these tanks are at the upper fact that these tanks are at the upper fact that these tanks are at the upper fact that these tanks are at the upper fact that these tanks are at the upper fact that these tanks are at the upper fact that these tanks are at the upper
<br /> end of their life expectancy it is end of their life expectancy it is end of their life expectancy it is end of their life expectancy it is end of their life expectancy it is end of their life expectancy it is end of their life expectancy it is end of their life expectancy it is end of their life expectancy it is
<br /> recommended that replacement of recommended that replacement of recommended that replacement of recommended that replacement of recommended that replacement of recommended that replacement of recommended that replacement of recommended that replacement of recommended that replacement of
<br /> tanks continue to be evaluated on a tanks continue to be evaluated on a tanks continue to be evaluated on a tanks continue to be evaluated on a tanks continue to be evaluated on a tanks continue to be evaluated on a tanks continue to be evaluated on a tanks continue to be evaluated on a tanks continue to be evaluated on a
<br /> case-by-case basis. This evaluation case-by-case basis. This evaluation case-by-case basis. This evaluation case-by-case basis. This evaluation case-by-case basis. This evaluation case-by-case basis. This evaluation case-by-case basis. This evaluation case-by-case basis. This evaluation case-by-case basis. This evaluation
<br /> will continue to be conducted by will continue to be conducted by daily will continue to be conducted by will continue to be conducted by will continue to be conducted by will continue to be conducted by will continue to be conducted by will continue to be conducted by will continue to be conducted by
<br /> daily visual inspections of the visual inspections of the hazardous daily visual inspections of the daily visual inspections of the daily visual inspections of the daily visual inspections of the daily visual inspections of the daily visual inspections of the daily visual inspections of the
<br /> hazardous waste tank system. waste tank system. hazardous waste tank system. hazardous waste tank system. hazardous waste tank system. hazardous waste tank system. hazardous waste tank system. hazardous waste tank system. hazardous waste tank system.
<br /> 66265 . 193 Secondary containment systems shall be designed , XLPE secondary containment on XLPE secondary containment on XLPE secondary containment on XLPE secondary containment on XLPE secondary containment on XLPE secondary containment on XLPE secondary containment on XLPE secondary containment on HDPE double walled tank on
<br /> (b)( 1 ) installed and operated to prevent any migration of wastes concrete slab, flush on grade. Oil concrete slab , flush on grade . Oil filter concrete slab , flush on grade . Oil concrete slab, flush on grade. Oil concrete slab, flush on grade . Oil concrete slab, flush on grade. Oil concrete slab, flush on grade . Oil concrete slab , flush on grade . Oil concrete slab, flush on grade .
<br /> or accumulated liquid out of the system to the soil , filter crusher located on steel on crusher located on steel on concrete filter crusher located on steel on filter crusher located on steel on filter crusher located on steel on filter crusher located on steel on filter crusher located on steel on filter crusher located on steel on
<br /> ground water, or surface water at any time during the use concrete slab . Inside Drain Building . slab . Inside Drain Building . concrete slab. Inside Drain Building . concrete slab . Inside Drain Building . concrete slab . Inside Drain Building . concrete slab. Inside Drain Building . concrete slab . Inside Drain Building . concrete slab. Inside Drain Building .
<br /> of the tank system.
<br /> 66265 . 193 Secondary containment systems shall be capable of Daily visual inspections. Daily visual inspections. Daily visual inspections. Daily visual inspections. Daily visual inspections. Daily visual inspections. Daily visual inspections. Daily visual inspections. Liquid level gauge & overfill shut-off.
<br /> (b)(2) detecting and collecting releases and accumulated Daily visual inspections.
<br /> liquids until the collected material is removed .
<br /> 66265 . 193 Secondary systems shall be at a minimum: constructed XLPE secondary containment on XLPE secondary containment on XLPE secondary containment on XLPE secondary containment on XLPE secondary containment on XLPE secondary containment on XLPE secondary containment on XLPE secondary containment on HDPE double walled tank on
<br /> (c)( 1 ) of or lined with materials that are compatible with the concrete slab, flush on grade . Inside concrete slab , flush on grade . Inside concrete slab, flush on grade. Inside concrete slab, flush on grade . Inside concrete slab, flush on grade. Inside concrete slab, flush on grade . Inside concrete slab , flush on grade . Inside concrete slab, flush on grade. Inside concrete slab, flush on grade .
<br /> waste(s) to be placed in the tank system and shall have Drain Building . Drain Building . Drain Building . Drain Building . Drain Building . Drain Building . Drain Building . Drain Building .
<br /> sufficient strength to prevent failure due to pressure
<br /> gradients (including static head and external hydrological
<br /> forces), physical contact with the waste to which they are
<br /> exposed , climatic conditions, the stress of installation ,
<br /> and the stress of daily operation (including stresses from
<br /> nearby vehicular traffic).
<br /> 66265 . 193 Secondary systems shall be at a minimum: Placed on a Concrete slab Concrete slab Concrete slab Concrete slab Concrete slab Concrete slab Concrete slab Concrete slab Concrete slab
<br /> (c)(2) foundation or base capable of providing support to the
<br /> secondary containment system and resistance to
<br /> pressure gradients above and below the system and
<br /> capable of preventing failure due to settlement,
<br /> compression , or uplift.
<br /> 66265 . 193 Secondary containment systems shall be at a minimum: Daily visual inspections. Daily visual inspections. Daily visual inspections. Daily visual inspections. Daily visual inspections. Daily visual inspections. Daily visual inspections. Daily visual inspections. Liquid level gauge & overfill shut-off.
<br /> (c)(3) provided with a leak detection system that is designed Daily visual inspections.
<br /> and operated so that it will detect the failure of either the
<br /> primary or secondary containment structure or any
<br /> release of hazardous waste or accumulated liquid n the
<br /> secondary containment system within 24 hours, or at the
<br /> earliest practicable time if the existing detection
<br /> technology or site conditions will not allow detection of a
<br /> release within 24 hours.
<br /> 66265 . 193 Secondary containment systems shall be at a minimum: Daily visual inspections Immediate Daily visual inspections Immediate Daily visual inspections Immediate Daily visual inspections Immediate Daily visual inspections Immediate Daily visual inspections Immediate Daily visual inspections Immediate Daily visual inspections Immediate Double walled . Visual inspection -
<br /> (c)(4) Sloped or otherwise designed or operated to drain and removal if identified . removal if identified . removal if identified . removal if identified . removal if identified . removal if identified . removal if identified . removal if identified . immediate removal if identified
<br /> remove liquids resulting from leaks, spills, or
<br /> precipitation . Spilled or leaked waste and accumulated
<br /> precipitation shall be removed from the secondary
<br /> containment system within 24 hours, or in as timely a
<br /> manner as is possible to prevent harm to human health
<br /> or the environment, if removal of the released waste or
<br /> accumulated precipitation cannot be accomplished within
<br /> 24 hours
<br /> 66265 . 193 (d ) Secondary containment for tanks shall include one or
<br /> more of the following devices:
<br /> 1 . A liner (external to the tank) NA NA NA NA NA NA NA NA NA
<br /> 2 . A vault NA NA NA NA NA NA NA NA NA
<br /> 3 . A double walled tank; or NA NA NA NA NA NA NA NA Double walled
<br /> 4 . An equivalent device as approved by the Department XLPE open topped secondary XLPE open topped secondary XLPE open topped secondary XLPE open topped secondary XLPE open topped secondary XLPE open topped secondary XLPE open topped secondary XLPE open topped secondary NA
<br /> containment containment containment containment containment containment containment containment
<br /> 66265 . 193(e)(2) Vaults must be designed or operated to contain 100 NA NA NA NA NA NA NA NA NA
<br /> (A) percent of the capacity of the largest tank within its
<br /> boundary.
<br /> 66265 . 193(e)(2) Vaults must be designed or operated to prevent run — on NA NA NA NA NA NA NA NA NA
<br /> (B) and infiltration of precipitation into the secondary
<br /> containment unless the collection system has sufficient
<br /> excess capacity, in addition to that required in
<br /> Subsection (e) ( 1 ) (A) of this section , to contain run-on
<br /> and infiltration of precipitation from a 25 year, 24 hour
<br /> rainfall event.
<br /> 66265 . 193(e)(2) Vaults must be constructed with chemical resistant water NA NA NA NA NA NA NA NA NA
<br /> (C) stops in place at all joints
<br /> 66265 . 193(e)(2) Vaults must be provided with an impermeable interior NA NA NA NA NA NA NA NA NA
<br /> (D) coating or lining that is compatible with the waste being
<br /> transferred , stored or treated and that will prevent
<br /> migration of waste into the concrete.
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