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Table summary ofC RRequirement° Shop Won PIckAFull Code Section Requirement of o2 03 41 A2 of secommame 66265.192(¢) Owners or operators of nevi tank systems or components shall ensure that the foundation,structural support,seams,connections,and pressure controls(If Cros,i sed polyethylene I%kPEI Built n smatnral support and base applicable)are adequately designed and that the tank system has sufficient structural strength,compatibility with the weste(s)to be thansfened,stared of treated and wrosion to ech so that b will not colla se m Nre or fall. 66265.192(a)(3)(B) the type and tlegree of exteme corrwion protection That are neetlea to ensure the integrity IN the tank system during the use of the tank system or component, xIPE No caresion preel regmrod consisting of one or more of the followin : 1.colmsionreslstant materials of construction such as special alloys or fiberglass- XI-PE Canadian..a..material reinforced lasfic' 2,corasiomresistant waling(such as epoxy or fiberglass)with cathodic protection e. .,im ressed curent or sacrificial anodes'antl wA 3,ele tricel isolation devices such as insulatin ItAnthe antl flan es %IPE Nor.mndual"mean of construction 68265.192(a)(5)(A) Design considerations to ensure that Tank systems bell be anchored to prevent M°ecomary comtl"mend • dislodgement more tank system is boostetl In a seismic fault w e. contracted Mtlr inb nl base 86285.192(e) Antillery equipment shall be supported and protected against physical damage and steal suppoda excessive stress due to settlement vibration expansion or contraction. 88285.192(f) The owner or operator shall provide the type and degree of corrosion protection necessary,based on the infannetion provided under subsection(a)(3)of this salvation-tappe.palmed areal lines section,to ensure the integrity of the tank system during use of the tank system.The installation of a corrosion protection system that is field fabricated shall be ismambilded by an independent corrosion expert to ensure proper installation. 66265.192g)(1j Bank system must have secondary containment capable of containing 100 Percent of camplam Me contents of Na tank and ancillary,cipirm,volume'and 86265.192g)(2) It the tank system is capacity, to addition to the secondary containment system wA must have sontain Capacity,in atrationmthat required insubsection ll ev of this section to contain rumen and infiltration from a 25-ear 2a-hour rainfall event. 68285.192 0)(3) The tank system secondary containment shall be provided with a leak detection system that is designed and opeabod so Nat it wall dated either the failure of the primary and secondary containment structure or any release of haaerdous wends or Daily inspections acoumulated liquid in 6e secondary containment system within 24 hours,or at Ne eeriest precticable time if the existing detection technology or site conditions will not allow detection of a release within 24 hours. 65265.192(k)(1) Tank configuration,material of construction and gross capacity, see Teel°f sea Table f 66265.192(k)(2) Design standards,if available a don ing to which the tank and ancillary equipment were constructed and all of the ficilloverm information. fi6285.192 k 2 A material of construction %IPE • 84dBEfS.192flk)p2)(Bp material thickness and the method used to detemline rhe thickness Manufacturer burden.indicates BW-field v.,Mail 68285.192 k 2 C cescrition of tank system bil sea Table 2 66265.192 k 2 D cesponphon of any internal and external pumps;and No pumps fi6265.192k 2 sketch or building of the tank includin dimensions. see Figure 3 and Appeal 86265.192k 3 Documented¢ eoth tanks stem Apparel tars based on lienal number 6265.192(k)(4) Description and evaluation of any leak detection equipment visual inspections any fi6265.192(k)(5) Description and evaluation of any nomination protection equipment,devices or Fol afn d°"° coanm Corrosion maf.rial material. s 66265.192k 6 Description of any spill prevention or analfillequipment Visual obsere°tianMstandon of tanks and secondary mmel"ment 66265.192(k)(]) description and evaluation of secondary containment for the tank system(secondary containment must meet minimum standards as specified In subsections N(1) Polyethylene secondary mnremmem eeumure Deeommadl through 0)(3)of this search)inducting applicable secondary containment for ancillary ui mantas required In subsection 66265.193 66265.192 1, S Hazardous chamctensfics of the studies that have been handled, ccmbunmk,mac roam 166265.192(k)(11) Estimated remaining service life ofthe Bank system pike m more year, 66265.193(b)(1) 6¢condery containment systems shall be designed,installed and operated to prevent any migration of wastes or accumulated liquid out of the system to the soil. Compliant round water,or surface water at any time cannot the use of the tank system.