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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(x) Owners or operators of new tank systems or components XLPE tank. XLPE secondary XLPE tank. XLPE secondary XLPE tank. XLPE secondary XLPE tank. XLPE secondary XLPE tank. XLPE secondary XLPE tank. XLPE secondary XLPE tank. XLPE secondary XLPE tank. XLPE secondary HDPE double walled tank on
<br /> shall ensure that the foundation , structural support, containment on concrete slab , flush containment on concrete slab , flush containment on concrete slab, flush containment on concrete slab, flush containment on concrete slab, flush containment on concrete slab, flush containment on concrete slab, flush containment on concrete slab, flush concrete slab, flush on grade .
<br /> seams, connections, and pressure controls (if applicable) on grade . on grade . on grade. on grade . on grade. on grade . on grade . on grade.
<br /> are adequately designed and that the tank system has
<br /> sufficient structural strength , compatibility with the
<br /> waste(s) to be transferred , stored or treated , and
<br /> corrosion protection so that it will not collapse , rupture, or
<br /> fail .
<br /> 66265 . 192 the type and degree of external corrosion protection that
<br /> (a)(3)(B) are needed to ensure the integrity of the tank system
<br /> during the use of the tank system or component,
<br /> consisting of one or more of the following :
<br /> 1 . corrosion-resistant materials of construction such as XLPE tank, no corrosive protection XLPE tank, no corrosive protection for XLPE tank, no corrosive protection XLPE tank, no corrosive protection XLPE tank, no corrosive protection XLPE tank, no corrosive protection XLPE tank, no corrosive protection XLPE tank, no corrosive protection HDPE tank, no corrosive protection
<br /> special alloys or fiberglass-reinforced plastic; for XLPE XLPE for XLPE for XLPE for XLPE for XLPE for XLPE for XLPE for HDPE .
<br /> 2 . corrosion-resistant coating (such as epoxy or NA NA NA NA NA NA NA NA NA
<br /> fiberglass) with cathodic protection (e .g . , impressed
<br /> current or sacrificial anodes); and
<br /> 3 . electrical isolation devices such as insulating joints NA NA NA NA NA NA NA NA NA
<br /> and flanges;
<br /> 66265 . 192 Design considerations to ensure that Tank systems will Tank clips and/or bolts were not Tank clips and/or bolts were not Tank clips and/or bolts were not Tank clips and/or bolts were not Tank clips and/or bolts were not Tank clips and/or bolts were not Tank clips and/or bolts were not Tank clips and/or bolts were not Tank clips and/or bolts were not
<br /> (a)(5)(A) be anchored to prevent dislodgement where tank system observed . However, installation of tank observed . However, installation of tank observed . However, installation of observed . However, installation of observed . However, installation of observed . However, installation of observed . However, installation of observed . However, installation of observed . However, installation of
<br /> is located in a seismic fault zone . clips and/or seismic cables is not clips and/or seismic cables is not tank clips and/or seismic cables is not tank clips and/or seismic cables is not tank clips and/or seismic cables is not tank clips and/or seismic cables is not tank clips and/or seismic cables is not tank clips and/or seismic cables is not tank clips and/or seismic cables is not
<br /> recommended . After discussions with recommended . After discussions with a recommended . After discussions with recommended . After discussions with recommended . After discussions with recommended . After discussions with recommended . After discussions with recommended . After discussions with recommended . As evaluated by our
<br /> a representative from Poly Processing representative from Poly Processing a representative from Poly Processing a representative from Poly Processing a representative from Poly Processing a representative from Poly Processing a representative from Poly Processing a representative from Poly Processing Civil P. E. , it was concluded that
<br /> (manufacturer), and as evaluated by (manufacturer), and as evaluated by (manufacturer), and as evaluated by (manufacturer), and as evaluated by (manufacturer), and as evaluated by (manufacturer), and as evaluated by (manufacturer), and as evaluated by (manufacturer), and as evaluated by significant movement of these type of
<br /> our Civil P. E . , it was concluded that our Civil P. E . , it was concluded that our Civil P. E . , it was concluded that our Civil P. E. , it was concluded that our Civil P. E . , it was concluded that our Civil P. E. , it was concluded that our Civil P. E . , it was concluded that our Civil P. E . , it was concluded that tanks is unlikely given their stable
<br /> significant movement of these types of significant movement of these types of significant movement of these types of significant movement of these types of significant movement of these types of significant movement of these types of significant movement of these types of significant movement of these types of construction . The tank height and
<br /> tanks is unlikely given their stable tanks is unlikely given their stable tanks is unlikely given their stable tanks is unlikely given their stable tanks is unlikely given their stable tanks is unlikely given their stable tanks is unlikely given their stable tanks is unlikely given their stable width ratio make them unlikely to tip
<br /> construction . The tank height and construction . The tank height and width construction . The tank height and construction . The tank height and construction . The tank height and construction . The tank height and construction . The tank height and construction . The tank height and over during a seismic event.
<br /> width ratio make them unlikely to tip ratio make them unlikely to tip over width ratio make them unlikely to tip width ratio make them unlikely to tip width ratio make them unlikely to tip width ratio make them unlikely to tip width ratio make them unlikely to tip width ratio make them unlikely to tip
<br /> over during a seismic event. during a seismic event. over during a seismic event. over during a seismic event. over during a seismic event. over during a seismic event. over during a seismic event. over during a seismic event.
<br /> 66265 . 192 (e) Ancillary equipment shall be supported and protected Oil Crusher & Sump tank "Bread box" stands bolted to concrete slab .
<br /> against physical damage and excessive stress due to
<br /> settlement, vibration , expansion or contraction .
<br /> 66265 . 192 (f) The owner or operator shall provide the type and degree XLPE tank, no corrosive protection XLPE tank, no corrosive protection for XLPE tank, no corrosive protection XLPE tank, no corrosive protection XLPE tank, no corrosive protection XLPE tank, no corrosive protection XLPE tank, no corrosive protection XLPE tank, no corrosive protection HDPE tank, no corrosive protection
<br /> of corrosion protection necessary, based on the for XLPE XLPE for XLPE for XLPE for XLPE for XLPE for XLPE for XLPE for HDPE .
<br /> information provided under subsection (a)(3) of this
<br /> section , to ensure the integrity of the tank system during
<br /> use of the tank system. The installation of a corrosion
<br /> protection system that is field fabricated shall be
<br /> supervised by an independent corrosion expert to ensure
<br /> proper installation .
<br /> 66265 . 1920)( 1 ) tank system must have secondary containment capable Secondary containment for Northern Secondary containment for Northern Secondary containment for Southern Secondary containment for Southern Secondary containment for Northern Secondary containment for Northern Secondary containment for Southern Secondary containment for Southern Double walled .
<br /> of containing 100 percent of the contents of the tank and Section (01 , 02 , Al & A2) is capable Section (01 , 02 , Al & A2) is capable Section (03 , 04 , A3 & A4) is Section (03, 04 , A3 & A4) is Section (01 , 02 , Al & A2) is Section (01 , 02 , Al & A2) is Section (03, 04 , A3 & A4) is Section (03 , 04 , A3 & A4) is
<br /> ancillary piping volume; and of 100% of largest tank and piping of 100% of largest tank and piping capable of 100% of largest tank and capable of 100% of largest tank and capable of 100% of largest tank and capable of 100% of largest tank and capable of 100% of largest tank and capable of 100% of largest tank and
<br /> with an excess capacity of with an excess capacity of piping with an excess capacity of piping with an excess capacity of piping with an excess capacity of piping with an excess capacity of piping with an excess capacity of piping with an excess capacity of
<br /> approximately 93 gallons. approximately 93 gallons. approximately 91 gallons. approximately 91 gallons. approximately 93 gallons. approximately 93 gallons. approximately 91 gallons. approximately 91 gallons.
<br /> 66265 . 192(j)(2) If the tank system is exposed to precipitation , the Under roof/canopy of Drain Building Under roof/canopy of Drain Building Under roof/canopy of Drain Building Under roof/canopy of Drain Building Under roof/canopy of Drain Building Under roof/canopy of Drain Building Under roof/canopy of Drain Building Under roof/canopy of Drain Building NA - Doublewalled
<br /> secondary containment system must have sufficient
<br /> capacity, in addition to that required in subsection (j)( 1 )
<br /> of this section , to contain run-on and infiltration from a 25
<br /> year, 24-hour rainfall event.
<br /> 66265 . 192 0)(3) The tank system secondary containment shall be Visual inspections are conducted Visual inspections are conducted Visual inspections are conducted Visual inspections are conducted Visual inspections are conducted Visual inspections are conducted Visual inspections are conducted Visual inspections are conducted Visual inspections are conducted
<br /> provided with a leak detection system that is designed daily to check for leaks and/or spills. daily to check for leaks and/or spills. daily to check for leaks and/or spills. daily to check for leaks and/or spills. daily to check for leaks and/or spills. daily to check for leaks and/or spills. daily to check for leaks and/or spills. daily to check for leaks and/or spills. daily to check for leaks and/or spills.
<br /> and operated so that it will detect either the failure of the
<br /> primary and secondary containment structure or any
<br /> release of hazardous waste or accumulated liquid in 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 . 192(k)( 1 ) Tank configuration , material of construction and gross Cylindrical , Horizontal XLPE , 330 Cylindrical , Horizontal XLPE , 330 Cylindrical , Horizontal XLPE, 330 Cylindrical , Horizontal XLPE, 330 Cylindrical , Horizontal XLPE , 220 Cylindrical , Horizontal XLPE, 220 Cylindrical , Horizontal XLPE , 220 Cylindrical , Horizontal XLPE, 220 Cylindrical , Vertical HDPE , 385
<br /> capacity. gallons gallons gallons gallons gallons gallons gallons gallons gallons
<br /> 66265 . 192(k)(2) Design standards, if available according to which the
<br /> tank and ancillary equipment were constructed and all of
<br /> the following information .
<br /> 66265 . 192(k)(2) material of construction XLPE XLPE XLPE XLPE XLPE XLPE XLPE XLPE HDPE
<br /> (A)
<br /> 66265 . 192(k)(2) material thickness and the method used to determine the 3/16" field verified with tape measure 3/16" field verified with tape measure 3/16" field verified with tape measure 3/16" field verified with tape measure 3/16" field verified with tape measure 3/16" field verified with tape measure 3/16" field verified with tape measure 3/16" field verified with tape measure 1 /4" field verified with tape measure
<br /> (B) thickness
<br /> 66265 . 192(k)(2) description of tank system piping Steel/Flex/PVC - See Table 2 Steel/Flex/PVC - See Table 3 Steel/Flex/PVC - See Table 4 Steel/Flex/PVC - See Table 5 Steel/Flex/PVC - See Table 6 Steel/Flex/PVC - See Table 7 Steel/Flex/PVC - See Table 8 Steel/Flex/PVC - See Table 9 NA
<br /> (C)
<br /> 66265 . 192(k)(2) description of any internal and external pumps; and Double Diaphragm Pump (external ) Double Diaphragm Pump (external ) Double Diaphragm Pump (external ) Double Diaphragm Pump (external ) Double Diaphragm Pump (external ) Double Diaphragm Pump (external ) Double Diaphragm Pump (external ) Double Diaphragm Pump (external ) NA
<br /> (D)
<br /> 66265 . 192(k)(2) sketch or drawing of the tank including dimensions. See Figure 3 and Appendix C See Figure 3 and Appendix C See Figure 3 and Appendix C See Figure 3 and Appendix C See Figure 3 and Appendix C See Figure 3 and Appendix C See Figure 3 and Appendix C See Figure 3 and Appendix C See Appendix C
<br /> (E)
<br /> 66265 . 192(k)(3) Documented age of the tank system Pre 1995 2009 Pre 1995 Pre 1995 Pre 1995 Pre 1995 Pre 1995 Pre 1995 Estimated 2003-2008
<br /> 66265 . 192(k)(4) Description and evaluation of any leak detection 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 /> equipment. Daily visual inspections.
<br /> 66265 . 192(k)(5) Description and evaluation of any corrosion protection XLPE tank, no corrosive protection XLPE tank, no corrosive protection for XLPE tank, no corrosive protection XLPE tank, no corrosive protection XLPE tank, no corrosive protection XLPE tank, no corrosive protection XLPE tank, no corrosive protection XLPE tank, no corrosive protection HDPE tank, no corrosive protection
<br /> equipment, devices or material . for XLPE XLPE for XLPE for XLPE for XLPE for XLPE for XLPE for XLPE for HDPE .
<br /> 66265 . 192(k)(6) Description of any spill prevention or overfill equipment 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 /> Daily visual inspections.
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